tender notice no 21/2007-08

PIMPRI-CHINCHWAD NEW TOWN DEVLOPMENT AUTHORITY,

AKURDI, PUNE-44.

Name of Work: - DEVELOPMENT OF OUTDOOR EXHIBITION AND PARK

LAND IN SECTOR-5 AND SECTOR-8 AT MOSHI, PUNE-412105

Volume IINATIONAL COMPETITIVE BIDDING

VOLUME-II PCNTDA Development of Outdoor Exhibition & Parkland in Sector 5 and 8 at PIECC Moshi

INDEX

Sr. No. Description

1 Memorandum

2Schedule B

(Recap. Sheet)

3 Sub Head I: -INFRASTRUCTURE AND SITE DEVELOPMENT

4 Sub Head II: - ROAD & STORM WATER DRAINAGE

5 Sub Head III:- CULVERT AND CD WORKS

6 Sub Head IV(A): INTERNAL FENCING

7 Sub Head IV(B): GATES

8 Sub Head V: - SUBSTATION AND PUMP HOUSE

9 Sub Head VI:- TOILET BLOCK:

10 Sub Head VII: - UG AND OVER-HEAD WATER TANK

11 Sub Head VIII: -LANDSCAPING AND IRRIGATION

12 Sub Head IX (A): - RETAINING WALL AND TOE WALL

13 Sub Head IX (B): -ENTRANCE GATE

14 Sub Head X :- PLUMBING AND DRAINAGE

15 Sub Head XI :- FIRE FIGHTING SYSTEM

16 Sub Head XII :- ELECTRICAL

17 Sub Head XIII :- MISCELLANEOUS WORK

18 Sub Head XIV :- OPREATION AND MAINTENANCE

19 Technical Specification and Additional Specification

2Engineer Contractor


MEMORANDUM

1.(a) General Description: DEVELOPMENT OF OUTDOOR EXHIBITION AND PARK LANDIN SECTOR-5 AND SECTOR-8 AT MOSHI, PUNE-412105Tender Cost Rs. 49,64,93,189/-

Without GST

(b) Earnest Money Rs 24,83,000/-(c) Security Deposit

(i) In the form of FDR Rs 2% of Contract sum (ii) To be deducted from

Running bills (6%) Rs 3% of Contract sumTOTAL Rs 5% of Contract sum

(Alternatively bidder can pay performance security / security deposit in the form of bankguarantee as stated in the bid document.)

(d) Time allowed for the work from date of written order to commence. 15 Calendar Months including

monsoons.

2. I/We agree that the other offer shall remain open for acceptance for a minimum period of 120 daysfrom the date fixed for opening the same thereafter until it is withdrawn by me/us by notice inwriting duly addressed to the authority opening the tenders and sent by registered post A.D. orotherwise delivered at the office of such authority. The EMD amounting to Rs. 24,83,000/-/- issubmitted by payment gateway. The amount of earnest money shall not bear interest and shall beliable to be forfeited to the Employer, should I/We fail to (i) abide by the stipulation to keep theoffer open for the period mentioned above of (ii) sign and complete the contract documents asrequired by the Employer and furnish the security deposit and retention money as specified in item(d) of the Memorandum contained in paragraph (i) above within the time limit laid down in clause(1) of the annexed General Conditions of the Contract. The amount of earnest money maybeadjusted towards the security deposit or refunded to me/ us if so desired by me/us in writing, unlessthe same or any part thereof has been forfeited as aforesaid. Should this tender be accepted I/We hereby agree to abide by and fulfill all the terms and provisionsof the conditions of contract stated hereto so far as applicable and in default thereof and pay toEmployer, the sum of money mentioned in the said conditions.



Amount to be specified in words and figures

The earnest money (a) the full value of which is to be absolutely forfeited to Employerif I/We shouldnot deposit the full amount of security deposit in specified format in the above memorandum, inaccordance with clause 1(A) of the said conditions, otherwise the said sum of Rs. 24,83,000/- onlyshall be refunded.

Signature ofthe Contractor before Submission of the Tender.

Address:

Dated the __________ day of Signature of

the Witness to Contractor’s Signature.

Address:(Occupation)

The above tender is hereby accepted by me for and on behalf of thePimpri Chinchwad NewTown Development Authority, Akurdi, Pune.

Dated____________ day of______2018 The Chief Executive Officer,PCNTDA, Pune (or hisdulyauthorized assistant)



“DECLARATION OF THE CONTRACTOR”

I/We hereby declare that I/We have made myself/ourselves thoroughly conversant with the local conditions

regarding all materials and labour on which I/We have based my/our rates for this tender. The specifications

and the leads in this work have been carefully studied and understood before submitting this tender.

I/We undertake to use only the best materials and work methodology approved by the Engineer or his duly

authorized engineer during execution of the work and during defect liability period of One Year (For Road

work 3 years) and maintenance period of 2 years after completion and to abide by the contract conditions,

stipulations and maintenance manuals. I/We am/are fully responsible for quality of work and shall maintain

the work in good order during defect liability and maintenance period of 3 years after completion.

Signature of Contractor



DECLARATION FOR ROYALTY CHARGES

I/ We hereby agree to pay royalty charges of Rupees 141.34 /Cum (Rupees One Hundred Forty One &Paisa

Thirty Four only per cubic meter) on minerals to be used to complete the work, like rubble, natural sand

and murrum etc. to the Revenue Department, Govt. of Maharashtra.My rates are exclusive of Royalty

charges towards these items.

I / We will produce original receipts of such Royalty payments towards this work for verification from the

Employer for reimbursement of royalty payment.

I/ We hereby to agree that I / We will not be reimbursed and royalty charges if I / We do not produce

original Royalty receipts.

Employer reserves right to pay the necessary royalty charges to the appropriate Authorities in case I / We

fail to produce original Royalty receipts as evidence.

Signature of Contractor

SCHEDULE-B



BILL OF QUANTITIESPreamble

1. The Bill of Quantities shall be read in conjunction with the Instructions to Bidders, Conditions ofContract, Technical Specifications and Drawings.

2. The quantities given in the Bill of Quantities are estimated and provisional, and are given toprovide a common basis for bidding. The basis of payment will be the actual quantities of workordered and carried out, as measured by the Contractor and verified by the Engineer and valued atthe rates and prices tendered in the priced Bill of Quantities, where applicable, and otherwise atsuch rates and prices as theEngineer may fix within the terms of the Contract.

3. The rates and prices tendered in the priced Bill of Quantities shall, except in sofar as it is otherwiseprovided under the Contract, include all constructional plant, labour, supervision, materials,erection,maintenance, insurance, profit, taxes and duties (except GST), together with all generalrisks, liabilities and obligations set out or implied in theContract.

4. The rates and prices shall be quoted entirely in Indian Currency.5. A rate or price shall be entered against each item in the Bill of Quantities, whether quantities are

stated or not. The cost of Items against which the Contractor has failed to enter a rate or price shallbe deemed to be covered by other rates and pricesentered in the Bill of Quantities –

6. The whole cost of complying with the provisions of the Contract shall be included in the itemsprovided in the priced Bill of Quantities, and where no Items are pro vided the cost shall bedeemed to be distributed among the rates and prices enteredfor the related Items of Work.

7. General directions and descriptions of work and materials are not necessarily repeated orsummarized in the Bill of Quantities. References to the relevant sectionsof the contractdocumentation shall be made before entering rates or prices against each item in the Bill ofQuantities.

8. The method of measurement of completed work for payment shall be in accordance with thestandard specifications of state PWD and for Road and Bridge Works published by the Ministry ofSurface Transport.

9. Errors will be corrected by the Employer for any arithmetic errors pursuant to Clause 29 of theInstructions to Bidders. The Amounts will be rounded to two decimal places.

SCHEDULE - B



RECAPUTULATION SHEET

NAME OF WORK : DEVELOPMENT OF OUTDOOR EXHIBITION AND PARK LAND INSECTOR-5 AND SECTOR-8 AT MOSHI, PUNE-412105.

I Amount of INFRASTRUCTURE AND SITE DEVELOPMENT Rs II Amount of ROAD & STORM WATER DRAINAGE Rs III Amount of CULVERT AND CD WORKS Rs

IV(A) Amount of INTERNAL FENCING

Rs

IV(B) Amount of GATES Rs V Amount of SUBSTATION AND PUMP HOUSE Rs VI Amount of TOILET BLOCK Rs VII Amount of UG AND OVER-HEAD WATER TANK Rs VIII Amount of LANDSCAPING AND IRRIGATION Rs IX(A

) Amount of RETAINING WALL AND TOE WALLRs

IX(B) Amount of ENTRANCE GATE Rs

X Amount of PLUMBING AND DRAINAGE Rs XI Amount of FIRE FIGHTING SYSTEM Rs XII Amount of ELECTRICAL Rs XIII Amount of MISCELLANEOUS WORK Rs XIV Amount of OPREATION AND MAINTENANCE Rs

Grand Toatl Rs

Note :1. Item for which no rate or price has been entered in will not be paid for by the Employer when

executed and shall be deemed covered by the other rates and prices in the bill of quantities (Refer:ITB Clause 13.2 and GCC Clause 43.3).

2. Unit rates and prices shall be quoted by the bidder in Indian rupee [ITB Clause 14.1].3. Where there is a discrepancy between the rate in figures and words, the rates in words will govern.

[ITB Clause 27.1(a)].4. Where there is a discrepancy between the unit rate and the line item total resulting from

multiplying the unit rate by quantity, the unit rate quoted shall govern [ITB Clause 27.1 (b)]

5. The Bidder will be reimbursed royalty amount towards rubble and earth work(good earth andmurum) only after production of original receipt showing payment made against these items foruse in this work. Otherwise the same shall be directly paid to the Government by PCNTDA.

6. The Contractor will carry out tests as per frequency mentioned in the specifications and qualitycontrol manual. In the site laboratory set as per provisions of the agreement. However 10% of thetests shall be carried out by third party institute like PWD/COEP/IIT lab. Charges of third partytesting only will be reimbursed on submission of proof of payment.The payment will be done atthe rates quoted in PWD SSR.

7. Deleted8. The bidder shall quote project cost without GST. Employer reimbursed GST in every R.A. bill and

final bill at them prevailing GST rates applicable from time to time.

9. The Contractor shall carry out laisioning work with PCMC, MSEB, Local bodies Gov. Maharashtra,Gov Of India ,HPCL and All authorities to get permission required for completion of the project



including but not limited to water connection, drainage connection, permission regardingElectrification ,Solar, Fire fighting,Culvert work and all other required permission.

10. Contrctor shall quote rate in Section A of schedule B only.

11. In Section B Quality Control and Testing charges and Royalty is considered.Contractor shall not quotefor this.Contractor shall get payment in this section after submitting original receipt only.



PIMPRI-CHINCHWAD NEW TOWN DEVELOPMENT AUTHORITY, AKURDI, PUNE-44.



NAME OF WORK: DEVELOPMENT OF OUTDOOR EXHIBITION AND PARK LAND IN SECTOR-5AND 8 AT MOSHI, PUNE-412105.

Schedule B

ItemNo.

Quantityestimate,but maybe moreor less

Detail Description of Item Unit

Rate(in

figure)Rs.

Rate (inwords)

Rs.Amount

SECTION A

IINFRASTRUCTURE AND SITE DEVELOPMENT:

i) Site cleaning: 1

Cutting down trees including trunks and branches with girths following and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any.

6 (a.) 30cm to 60cm. No. 3 (b.) 60cm to 90 cm. No. 2 (c.) 90cm to 180cm. No. 1 (d.) 180cm to 270cm No.

2

40340

Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. complete. Sqm.

3

20170

Removing grass, gazer grass and disposing off out of building premises including making clean the ground by shovel and phavaras etc. complete. Sqm.

4

2

Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately. No.

5

Removing Np2 and Np3 class pipes including stacking at road side as directed by the Engineer in charge. Upto 900mm dia. etc. complete.

10 a) Upto 900mm dia. Rmt. 10 b) 900mm dia. and above. Rmt.

6

120.00

Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using3.0 BHP pump etc. complete. (prior approval of superintending Engineer will be necessary

PerHr

Sub-total ii) Earthwork in embankment for plot:



7

8920.89

Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m.and spreading for embankment or stacking as directed. Cum.

8

30831.77

Excavation for roadway in hard murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m.and spreading for embankment or stacking as directed. Cum.

9

200.00

Excavation for roadway in soft rock, including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. And spreading or stacking as directed. Cum.

10

Excavation for plot leveling in hard-rock by following method including dressing section to the required grade,camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.

200.00 a) Controlled blasting Cum. 133158.6 b) Wedging/chiseling or line drilling. Cum.

11

56481.12

Watering & compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97% of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with Power roller. Cum.

12

84721.7

Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not lessthan 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. Cum.

13

6969.52

Transporting the excavated material within PCMC limits within distance 0.00 to 1.00Km from site including loading unloading etc. complete. Additional specification as directed by engineer in charge Cum.

14

54039.29

Providing earth work in embankment with approved materials obtained from departmental land or other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with VSat attachment to achieve not less than 97 % of standard proctor density etc. complete Cum.

15

1412.60

Supplying crushed metal 6mm of trap/ granite/ quartzite/ gneiss stone metal at the quarry site includingconveying and stacking for use in bituminous road surface. Cum.

161412.60

Spreading crushed metal 6mm metal including sectioning complete. Cum.



Sub-total iii) Earthwork embankment for road:

17

1964.68

Excavation for roadway in hard murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m.and spreading for embankment or stacking as directed. Cum.

18

2972.69

Watering & compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97% of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with Power roller. Cum.

19

4459.04

Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not lessthan 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed Cum.

Sub-total TOTAL II ROAD & STORM WATER DRAINAGE: i) Earthwork in embankment for plot:

20

46162.70

Providing earth work in embankment with approved materials obtained from departmental land or other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with VSat attachment to achieve not less than 97 % of standard proctor density etc. complete. Cum.

Sub-total TOTAL iii) Sub-base course:

21

14230.33

Construction of granular subbase by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Plant Mix Method and Grading I Material Cum.

22

7765.11

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum.

Sub-total via.) Pavement: (Bitumin+Concrete road )

23 39647.00 Prime coat: Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base

Sqm.



including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means.

24

39647.00

Modified Penetration Macadam (MPM): Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including allmaterials, preparing the existing road surface, spreading40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of VG-30 grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. Sqm.

Sub-total vib.) Pavement: (Bitumin+Concrete road)

25

28446.0

Tack coat: Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5kg/10 sqm.VG-30 bulk bitumen Sqm.

26

474.10

Bituminous Macadam (BM):Proving and laying bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 80/100 mm compacted thickness with 3.3 % VG-30 Bitumen. -- USING 80 TPH Batch mix type hot mix plant with SCADA, Sensor Paver, Intelligent Compactor with compaction analyzer and V-Sat attachment Cum.

27

853.38

Dense Graded Bituminous Macadam (DBM):Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder VG-30 Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING 80 TPH Batch mix type hot mix plant with SCADA, Sensor Paver, Intelligent Compactor with compaction analyzer and V-Sat attachment with Stone Dust filler. Cum.

28379.28 Bituminous Concrete (BC):

Providing and laying bituminous concrete using crushed aggregate of grading 2, premixed with bituminous binder @5.4% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 30/40 mm compacted thickness withdrum mix plant with SCADA, Sensor paver and

Cum.



Vibratory roller excluding prime/Tack coat etc. complete --Bitumen VG-30 grade with stone dust filler.

29

3489.00

DRY LEAN CONCRETE - Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not tobe less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. Cum.

30

9071.40

PAVEMENT QUALITY CONCRETE - Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement with max 20% fly Ash( Fly-ash upto 20% by weight of Cement) over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying compacting and finished in a continuous operation, finishing to lines andgrades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge ( initial lead of 5.00 Km for raw materials up to plant site) Spec. No. M.O.R.T.and H 2013. Cl-602 P.N.263 Cum.

Sub-total v) Road furniture & signages:

31

1227.17

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqmarea, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. Sqm.

32 533.00 Metal Beam Crash Barrier Type B, THRIE : Metal Beam Crash Barrier (Providing and erecting a "Thrie " metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to

Rmt.



centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810)

33

5.00

Supply of Polygonal / Circular hot dip galvanized cantilever structure for the overhang of 4.17m along with suitable foundation bolt sets made up of High Tensile sheet confirming to BSEN 100025 or equivalent, as per reference cantilever-structure suitablefor mounting of single sided message board of size 3660mm x 1830mm on one side & logo board of size 3050mm x 915mm on the other side. Galvanization thickness for the cantilever structure should be avg 85 microns. No

34

5.00

Erection of above said cantilever Gantry structure on the casted foundation along with the fixing of above sign boards with the horizontal section with suitable mounting arrangements including necessary lifting equipment, loading / unloading etc. No

35

Supply of Polygonal / Circular hot dip galvanized gantry structure for the various span along with suitablefoundation bolt sets made up of High Tensile sheet confirming to BSEN 100025 or equivalent as per reference drawing Gantry-Structure suitable for mounting of single sided message board of size 21960mm x 2440mm. Galvanization thickness for the gantry structure should be avg 85 microns.

1.00 A) Gantry 11.50 M wide No. 36

1.00

Erection of above said gantry structure on the casted foundation along with the fixing of above signboards with the horizontal section with suitable mounting arrangements including necessary lifting equipment, loading / unloading etc. complete. No.

37

7.00

Supply of foundation bolts set for the the above said cantilever along with the connecting hardware as shownin the reference Cantilever/Gantry- (8 nos. 30X850mm)Structure No.

38

Supply of double sided message board of size followingeach using super high efficiency, full cube retro-reflective – diamond grade DG3 sheeting of white colour bonded on 3mm Aluminum Composite Panel (0.50 +3.00+0.50- Pvdf Coated) over which alphabets and numerals are reverse cut made using Electro Cut able Film with computerized cutting plotter. The signboard shall be fixed with the galvanized back framemade up of 40x40x5 GI angle.

10 a.) Type (A) 1200mm x 3000mm No. 18 b.) Type (B) 1200mm x 1200mm + 1200mm x 1800mm No. 55 c.) Type (C) 300mm x 2400mm No.

39 1 Providing and fixing tower sign on main entrance gate English-'ARIAL'-font "PIECC" at required level with 4mm thick brushed stainless steel channel box lettering

Job.



of minimum ht. as shown in drawing with LED boards backlit, inclusive of stainless steel holdfast, screws etc. for each letter inclusive of drilling holes at required intervals etc. This should be fixed in line and level with all the required accessories including scaffolding and making good etc. complete as required by the Architect.(stainless steel-304). All the materials shall be of approved make.

Sub-total vi) Paving block:

40

19.55

Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. Cum.

41

37.84

Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Cum.

42

1.50

Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand Cum.

43

10.00

Providing and laying in situ cement concrete M20 with tremix treatment for 100 mm thickness for flooring withgroove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete. Sqm.

44

5811.41

Providing and fixing heavy duty inter locking concrete RUBBER MOULD GLOSSY PAVING BLOCKS of 60millimeter thickness of having a strength of 400 Kg/sq.m of approved quality and shape on a bed of crushed sand of 25 to 30 millimeter thick including striking joints and cleaning etc. complete. (using 100% crushed sand) Sqm.

45

7404.59

Providing and fixing heavy duty inter locking concrete Rubber mould glossy paving blocks of 80 mm thicknessof having a strength of 400 kg/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete. (using 100% crushed sand) Sqm.

46 7658.00 Providing and fixing heavy duty inter locking concrete sand blasted shot finish flexi-paving blocks of 80mm thickness of having a strength of 400 kg/Sq.cm. of approved quality shape and size as per drawing or as

Sqm.



directed by engineer on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete. Additional spec as directed by engineer-in-charge.

47

2030.50

Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed byEngineering In-charge. Using Concrete Batching and Mixing Plant. Rmt.

48

2030.50

Providing and casting in situ or precast tapering R.C.C. M-20 Semi Barrier type Kerb without gutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavationin any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant Rmt.

49

3811.00

Providing and casting in situ or precast tapering R.C.C. M-20 Mountable type Kerb without gutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching andMixing Plant Rmt.

Sub-total vii) Storm water drainage :

50

1186

Filling in plinth & floors murum bedding in trenches with approved murum from excavated materials from foundation in 15cm to 20cm layers including watering & compaction, etc. complete Cum.

51

Providing and laying cement concrete pipe of followingdia. confirming to I.S. 458: 2003 of NP-2 & NP-3 class of required diameter in proper line, level & slope including providing, fixing collars in cement mortar 1:2, curing complete.

95 (a.)450mm dia. NP-2 class Rmt. 19 (b.)600mm dia. NP-3 class Rmt.

3064 (c.)900mm dia. NP-4 class Rmt. 52

151.78

Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed forthe foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) Cum.

53 152 Excavating hard Rock or bituminous road (B.T.) by chiseling for preparing pit for poles stay or earth plates

Cum.



or for laying cables, pipes & clearing the site by removing debris & making the site good.

54

26.64


55

144.62

Providing fly ash brick masonry with conventional / I.S.type fly ash bricks in C.M. 1:6 in foundation and plinth including bailing out water manually striking joints, racking out joints watering and scaffolding etc. complete. Cum.

56

0.00

Providing water proof bedding for flooring of Bath and WC 25mm thick in C.M. 1:3 including using approved water proofing compound in specified proportion as permanufacturers specifications for per bag of cement including leveling, curing and covering 10 years guarantee on court fee stamp paper of Rs.500/including ponding test etc. complete. Sqm.

57

2.38

Providing and fabricating structural steel work in rolled sections, fixed with connecting plates or angle cleats in main and cross beams, hip and jack rafters, purlins connecting to truss members and the like, as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/ bolted/ welded connections and one coat of anticorrosive paint and over it two coatsof oil painting of approved quality and shade etc. complete. M.T.

58

153

Providing and casting in situ cement concrete in M-20 of trap/granite/ quartzite/ gneiss metal for R.C.C. Inspection Chamber 120cmx 120cmx 150cm as per detailed designs and drawings on a M10 concrete bed oras directed including necessary excavation in all strata, fixing reinforcement as per drawing, finish internal surfase by smooth ccement plaster for watertighting, centering, formwork, cover blocks, compaction and roughening the surface if special finish is to be providedand curing complete. (Including reinforcement). (For M20 cement 6.90 bags / cum & For M10 cement 4.05 bags) With crushed sand and without R.C.C. Cover Spec No: As directed by engineer in-charge. (Steel-69.50 kg.concrete-1.48cum.) (Every additional 100mm depth contractor shall be pay Rs.106.32/Cm. and vice-versa if depth reduced recover rate Rs.106.32/Cm.) No.

59 153 Providing and fixing reinforced cement concrete Heavy duty (690kg) RCC cover of size 120cmx120cmx170mm with frame over inspection chamber etc. complete. Spec. No.: As directed by

No.



Engineer in charge.60

35

Providing and fixing reinforced cement concrete cover of size 90 cm x 45 cm with frame over inspection chamber etc. complete. Heavy duty (225 kg) No.

61

75

Providing and fixing reinforced cement concrete cover of size 60 cm x 45 cm with frame over inspection chamber etc. complete. Heavy duty (160 kg) No.

Sub-total TOTAL III CULVERT AND CD WORKS:

62

234.34

Excavation for foundation in earth, soils of all types, sand,gravel, soft murum including shoring and strutting as necessaryand disposing off excavated stuff as directed etc. complete. Cum.

63

175.80

Excavation for foundation in hard murum including shoring and strutting as necessary and disposing off excavated stuff asdirected etc. complete. Cum.

64

351.50

Excavation for foundation in hard murum and bouldersincluding shoring and strutting as necessary and disposing offexcavated stuff as directed etc. complete. Cum.

65

117.20

Excavation for foundation in soft rock including shoring andstrutting as necessary and disposing off excavated stuff asdirected etc. complete. Cum.

66

798.10

Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and crosssections. Additional specification as directed by engineer-in-charge. Cum.

67

112.00

Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)

PerHr

68

170.33

Providing and laying in situ / ready mix cement concrete of M10 proportion with trap/ granite/ quartzite/gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)) with SCADA with Natural / VSI standard Artificial Sand) Cum.

69

220.10

Providing and laying in situ / ready mix cement concrete of M20 proportion with trap/ granite/ quartzite/gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)) with SCADA with Natural / VSI standard Artificial Sand) Cum.

70 326.09 Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls

Cum.



etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with Natural / VSI standard Artificial Sand, cement 4.05 bags/cumt

71

86.18

Providing and laying in situ / ready mix M20 controlledcement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc.complete. (height up to 4 meter with fully automatic micro processor based PLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand) Cum.

72

45.95

Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement forall RCC works as per detailed drawings etc. complete. M.T.

73

601.80

Providing and laying cement concrete pipe of IS 458:2003 NP-4 class of 900mm diameter in proper line,level and slope including providing and fixing collars incement mortar 1:2 and curing etc. complete. Rmt.

74

120.00

Providing and laying cement concrete pipe of IS 458:2003 NP-4 class of 1200mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. Rmt.

75

850.00

Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive thesand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curingfor fourteen days scaffolding etc. complete. Sqm.

76

850.00

Providing and applying two coats of exterior weather shield paint of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface ,applying primer coat ,scaffolding if necessary, and watering the surface for two days etc complete. Sqm.

77

800.00

Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications etc. complete. (by stone/boulder) Cum.

78

40.00

Providing weep holes in brick masonry /plain /reinforced concrete abutment, wing wall / return wall with 100mm diameter AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face as per drawings and technical specifications etc. complete. Rmt.

TOTAL IV(A) INTERNAL FENCING:

79 2663.40 Providing and erecting chain link fencing 1.6 M. height Rmt.



with G.I. chain link of size 50 x 50 mm 8 guage thick and fixed 75mm above Ground level on vertical M.S Angle of 40 x 40 x 6mm size including excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75M.c/c with ironbar 16 mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm Angles both sides at every corner or bends embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete.

TOTAL IV(B) GATES:

80

27.00

Providing, fabricating, erecting and commissioning Motorized Three Leaf Telescopic Sliding Gate clear opening 15m x 1 .8 m ,overall width 22.5m (As per shown in drawing), with rubber safety bar with infrared signal transmission system and including necessary standard Hardware, Base Plate, locking arrangement, etc. including CE certified according to the European Machinery Directive 2006/42/CE and type tested according to standard European Norm 13241-1 Clear Width 5000mm of each leaf, Overall Width 7500mm each leaf *Clear Height 1800mm complete. (As shown in drawing) Additional specification /BRAND/ MAKE selection as directed by engineer-in-charge. Sqm.

81

27.00

Providing, fabricating, erecting and commissioning Motorized Two Leaf Telescopic Sliding Gate clear opening 15mX1.80m ,overall width 24.5m (As per shown in drawing), with rubber safety bar with infrared signal transmission system and including necessary standard Hardware, Base Plate, locking arrangement, etc. including CE certified according to the European Machinery Directive 2006/42/CE and type tested according to standard European Norm 13241-1 *Clear Width 7000mm each leaf *Overall Width 9500mm eachleaf *Clear Height 1800mm complete (As shown in drawing). Additional specification /BRAND/ MAKE selection as directed by engineer-in-charge. Sqm.

82 13.50 Providing, fabricating, erecting and commissioning Motorized Single Leaf Telescopic Sliding Gate clear opening 7.5mX1.80m , overall width 15 m (As per shown in drawing), with rubber safety bar with infrared signal transmission system and including necessary standard Hardware, Base Plate, locking arrangement, etc. including CE certified according to the European Machinery Directive 2006/42/CE and type tested according to standard European Norm 13241-1 *Clear Width 7500mm each leaf *Overall Width 8700mm eachleaf *Clear Height 1800mm complete. (As shown in drawing). Additional specification /BRAND/ MAKE

Sqm.



selection as directed by engineer-in-charge.83

10.80

Providing, fabricating, erecting and commissioning Motorized Double Leaf Swing Gate 6.0mX1.80m clear opening (As per shown in drawing), with Back up Battery (Battery kit mounted outside control panel) and including necessary standard Hardware, Base Plate, locking arrangement, etc. including CE certified according to the European Machinery Directive 2006/42/CE and type tested according to standard European Norm 13241-1 complete. (As shown in drawing). Additional specification /BRAND/ MAKE selection as directed by engineer-in-charge. Sqm.

84

6.00

Supply,Installation,Testing and commissioning of electromechanical type Boom Barrier at Main Gates with Following specifications :-1. Electro mechanical type boom Barrier with push button controlled drive mechanism (Remote distance upto 30m)2. Single Boom Length: 3M with LED Light at Bottom of Barrier3. Boom type – Aluminum Rectangular/Oval (Overall)4. Height of Boom from ground 800mm-1000mm.5. Controller protection rating- IP 54/556. Operating Power Supply- 180 V to 240 V, 50Hz single phase AC.7. Opening time < 10 sec.8. Housing powder coated.9. Manual operation in case of power failure.10. Safety reversal of boom 11. including all civil works. Each

TOTAL V SUBSTATION AND PUMP HOUSE:

85

48.23

Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond thebuilding area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) Cum.

86

30.01


87

30.87

Excavation for foundation in hard murum and boulders including removing the excavated material up to a distance 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5m.) Cum.

88 16.73 Excavation for foundation in Soft rock and old cement Cum.



or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m)

89

31.74

Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift upto 1.5 m). Cum.

90

86.80

Stacking of the excavated material for reuse for filling the plot within plot limits 500mts including loading unloading etc. complete. Cum.

91

60.02

Filling in plinth and floors with approved excavated material in 15cm. to 20cm. layers including watering and compacting etc. complete. Cum.

92

62.82

Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15cm. to 20cm. includingwatering and compaction etc. complete. Cum.

93

63.27

Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15cm to 20cm thick including hand packing andcompacting etc. complete. Cum.

94

60.00

Providing preconstructional antitermite treatment as perI.S. 6313 (PartII) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate at 0.5 percent of clorophyrifos per square metre of surfacearea covering ten years guarantee on bond paper. Sqm.

95

169.26

Providing preconstructional antitermite treatment as perI.S. 6313 (PartI) to the soil along the external face of building by punching holes of 1.2 of 1.5 C.M. diametre about 30 60 cm deep at 15 cm c/c as close to the wall aspossible & to inject 0.5 percent of aldrin or clorophyrifos at the rate of 7.5 litres per hole and sealing the same with proper filling & covering 10 years guarantee on bond paper Sqm.

96

53.59


97 36.42 Providing and laying in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns

Cum.



and steel stanchions etc. including bailing out water, formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand

98

19.41

Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawingor as directed including centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Typemixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand Cum.

99

36.58

Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs anddrawings or as directed including centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be providedand curing etc. complete. (Excluding reinforcement andstructural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Typemixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand Cum.

100

52.71

Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including centering, formwork, cover blocks, laying/pumping, compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Typemixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand Cum.

101 14.78 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps,footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and

M.T.



schedules. including cutting, bending, hooking the bars,binding with wires or tack welding and supporting as required complete.

102

28.58


103

84.71

Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering andscaffolding etc. Complete Cum.

104

777.46


105

712.98

Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete. Sqm.

106

712.98

Providing neeru finish to plastered surfaces in all positions including scaffolding and curing etc. complete. Sqm.

107

479.77

Providing cement based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with C.M.1:3 admixed with approved water proofing compound and finally top finishing with average 20mm. thick layers of same mortar added with jute fiber at 1 Kg per bag including finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300mm x 300mm. making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee against leakproofness on Court fee stamp paper of Rs. 500/including ponding testetc. complete. Sqm.

108

275.15

Providing and laying in situ cement concrete M20 with tremix treatment for 100 mm thickness for flooring withgroove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete Sqm.



109

68.63

Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15mm respectivelywith hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (With mechanicalgear) Sqm.

110

11.00

Providing and fixing solid core flush door shutter in single leaf 32 mm thick decorative type of exterior grade as per detailed drawings approved face veneers 3 mm thick on both faces or as directed, all necessary beads, mouldings and lipping, wrought iron hold fasts, chromium plated fixtures and fastenings, with brass mortise lock, chromium plated handles on both sides, and finishing with French Polish etc. complete Sqm.

111

5.95

Providing and fixing cold rolled steel hollow door frame 105mm x 60mm for anysizes including hold fast hinges, tie members with red oxide and gray paint etc. complete as per I.S.I. specifications and code of practice prescribed including anticorrosive treatment as directed by the engineer. Sqm.

112

53.55

Providing and fixing 50mm x 50mm Mild Steel square pipe framed steel windows of various sizes as per details with welded square bars 12 mm at 10 cm center to center without hot dip zinc coating without / with ventilator including fabrication, glazing with plain / obscured glass panes of approved type and quality, all fixtures and fastenings and finishing with one coat of primer complete. Sqm.

113

712.98

Providing and applying whitewash in two coats on old /new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing & brooming down etc. complete. Sqm.

114

1490.44

Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surfaceby thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete. Sqm.

115

712.98

Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete. Sqm.

116 777.46 Providing and applying two coats of exterior weather shield paint of approved manufacture and of approved

Sqm.



colour to the plastered surfaces including cleaning ,preparing the plaster surface ,applying primer coat ,scaffolding if necessary, and watering the surface for two days etc complete.

TOTAL VI TOILET BLOCK:

117

50.76

Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond thebuilding area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) Cum.

118

33.84


119

101.43


120

33.84

Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m) Cum.

121

185.88

Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc.complete. (Lift upto 1.5 m). Cum.

122

82.80


123

10.00


124

158.70

Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15cm to 20cm thick including hand packing andcompacting etc. complete. Cum.

125 89.75 Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss

Cum.



metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand

126

120.98

Providing and laying in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand Cum.

127

43.43

Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawingor as directed including centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Typemixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand Cum.

128

134.07

Providing & casting in situ cement concrete M20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs & drawings or as directed including centering, formwork, cover blocks compaction & roughening the surface if special finish isto be provided & curing etc. complete. (Excluding reinforcement and structural steel). with fully automaticmicro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With Crushed sand.. Cum.

129 109.21 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including centering, formwork, cover blocks, laying/pumping, compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and

Cum.



structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Typemixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand

130

6.70

Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C.coping to plinth or parapet and sill of doors and windows moulded as per detailed drawings or chamfered as approved by the Engineer including centering, formwork, cover blocks, laying/pumping, compacting , curing , finishing and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With naturalsand/V.S.I. quality Artificial Sand Cum.

131

38.74

Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps,footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars,binding with wires or tack welding and supporting as required complete. M.T.

132

0.75

Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of bays as specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns purlins, tie runners, foundation bolts, base plates, nuts and bolts, welding wherever required etc. as per detailed drawing inclusiveof one coat of anticorrosive paint and two coats of oil painting of approved quality and shade etc. complete. Spec. No. : As directed by Engineer-in-charge. M.T.

133

59.95


134

382.42


135

254.95

Providing and fixing chicken mesh of 22 gauge, with about 30 cm. width at the junction of R.C.C members and brick work, of approved quality including fixing mesh in position by necessary drilling in concrete /B.B.masonry and or tying by binding wire etc. complete. Sqm.

136 1661.41 Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions

Sqm.



including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive thesand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curingfor fourteen days scaffolding etc. complete.

137

1460.63


138

1314.46

Providing flush grooved pointing with cement mortar 1:3 for brick work including scaffolding and curing etc. complete. Sqm.

139

1183.10

Labour charges for providing groove in external plaster having width and spaced as directed by engineer incharge etc. complete. Rmt.

140

70.50


141

846.36

Providing cement based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with C.M.1:3 admixed with approved water proofing compound and finally top finishing with average 20mm. thick layers of same mortar added with jute fiber at 1 Kg per bag including finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300mm x 300mm. making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee against leakproofness on Court fee stamp paper of Rs. 500/including ponding testetc. complete. Sqm.

142

10.00

Providing and laying perforated PVC 160 mm dia. pipe in proper line,level& slope including necessary materialfitting etc. complete. Rmt.

143 520.30 Providing and laying Vitrified MATT finish having decorative type of size 1000 millimeter x 1000 millimeter of 8 to 10 millimeter thickness (on a existingflooring) with bonding chemical and confirming to IS 15622-2006 (Group Bla) of approved make shade and

Sqm.



pattern for flooring in required position laid on a bed of bonding chemical filling joints curing and cleaning etc .complete. (Basic rate of tile assumed 75/-sqft)

144

1484.51

Providing and laying ceramic tiles of RAK/ Kajaria / Nitco /Asian or equivalent make having size 30 cm. x 60 cm. for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete. Sqm.

145

217.74

Providing and fixing in position powder coated aluminium louvered windows / ventilator of various sizes with powder coating as per detailed drawing and specifications including aluminium frames 80 x 38 mm x 1.22 mm box type, 5 mm thick sheet glass louvers, of approved quality etc. complete. Sqm.

146

15.75

Providing and fixing M.S. grill door 24 kg/sqm of various size as per detailed drawings without hot dip coating, iron fixtures and fastenings and 3 coats of oil painting etc Sqm.

147

217.74

Providing and fixing mild steel grill work for windows, ventilators etc. 20 kg/sqm as per drawing including fixtures, necessary welding & painting with one coats of anticorrosive paint & two coats of oil painting complete. Sqm.

148

18.38

Providing and laying telephone black / Amba White / Cadburybrown / Ruby red / Ocean Brown granite stone of 18 to 20 mm thick for door frame/ dado/ window boxing etc. On C.M. 1:6 including filling joints with polymer base filler nosing the sharp edges wherever necessary, curing, etc. complete. Sqm.

149

18.38

Providing and fixing solid core flush door shutter commercial in single leaf 32 mm thick without ventilator commercial type of exterior grade as per detailed drawings with wrought iron hold fast, stainless steel fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats complete. Sqm.

150 59.00 Providing and Fixing 30 MM thick '' FACTORY MADE BOTH SIDE PRELAMINATED SOLID PANEL PVC DOOR SHUTTER manufactured by M/S RAJSHRI equivalent consisting of frame made out of M.S tubes of 19 guage thickness and, size 19 x 19 mm for styles and 15 x15 mm for the top and bottom rails,M.S frame shall have a coat of metel primer of approved make and manufacture .M.S frame shall be covered with heat mouled PVC ' C ' channel made from5 mm (+/0.25) thick prelaminated sheet of density 600 kg/cbm ,of size 30mm thickness 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45? angle on either side forming stiles ; and 5 mm thick,95 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered in 45? on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall

Sqm.



be tapered on both sides to form lock rail.Top,bottom and lock rail shall be provided either side of the panel. An additional 5 mm (+/0.25) thick PVC strip of 20 mm width is to be stuck on the bottom side of the ' c ' channel prelaminated paneling of 5 mm (+/0.25) thick PVC sheet to be fitted inside the M.S. frame welded/ sealed to the styles and rails with 5 mm (+/0.25) x 30 mm PVC sheet beading on either side and joined together with solvent cement adhesive etc ,10 mm thickness (5 mm (+/0.25) x 2 nos ) 20 mm wide cross PVC sheet as gap insert for the rail and bottom rail. Door to be fixed to frames with 3 nos M.S. powder coated but hinges of size 100 mm x 25MM x 2mm using 32 mm long steel screws drilled suitable to pass through both the walls of the M.S tube. Other hardwares should be fixed with 19 x 6 mm size steel screws including fixture fasting. Complete as per direction of engineer in charge.

151

49.50

Supply and installation of polycarbonate sheet roofing of Lexan-Multiwall make having 16mm thickness, roofing sheet have both side UV-Coated, colour shade are clear/ bronze/opal white/metallic grey or as directed, The sheets are fixed on Skycorp@ dual powder coated aluminum fixing system, along with necessary wall clamping, flashing, end seal ,flashing and standard hardware fittings recommended by Lexan-Multiwall or equivalent including necessary scaffolding , lead, lift etc. all complete. Additional specification as directed by engineer-in-charge. Note: Material samples, roofing patterns, shapes, shades, texture etc. approved by architect before commencement of work. Sqm.

152

Supply and installation of toilet accessories for Handicap toilet having Additional spec as directed by engineer-in-charge.

6 a.) GRAB BAR HORIZONTAL & VERTICAL No. 6 b.) GRAB BAR INTERMEDIATE WALL SUPPORT No. 6 c.) GRAB BAR L SAFETY SUPPORT No. 6 d.) GRAB BAR Z SAFETY SUPPORT No.

153

3

Supply, installation, testing and commissioning of cabinet type inline fan for toilet exhaust system having 645CFM/25mm static pressure including 22BWG GI diluting, powder coated circular exhausts grills and flexible canvas connection between fin and duct with exhaust air cowl and bird mesh complete. Additional spec as directed by engineer-in-charge. No.

154

30000

Providing and fixing H.D.P container Syntex or alike one piece moulded water tank made out of low density polythyler and built corrugation including of delivery up to destination hoisting and fixing of accessories suchas inlet, outlet overflow of all tanks capacity above 1000 to 20,000 litres Lts.

155 3122.04 Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces

Sqm.



including scaffolding if necessary, preparing the surfaceby thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete.

156

1460.63

Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete. Sqm.

157

1661.41


TOTAL VII UG AND OVER-HEAD WATER TANK: i) Underground Service reservoir (GSR)

158

Designing (aesthetically), and constructing RCC groundservice reservoirs 3,00,000 liters capacity/ RCC sumps in M-300 mix of required capacity including excavationin all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout,

1.00

over flow and bypass arrangement consisting of C.I. M.S. D/F. pipes, specials and valves of given diameters,providing and fixing accessories such as M.S. ladder inside and outside, C.I. Manhole frame and cover, watertop slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints to all exposed surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. Anti-termite treatment shall be given for underground portion of the structure. No.

Notes : 1) The design shall be in accordance with various relevant I.S. specification (I.S. 456/1978, I.S. 875 - 1987, I.S. 3370 -1965 or revised.)

2.) Only M.S. bars grade I conforming to I.S. 432 part-Ior high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used. Grade-II M.S. bars shall not be used.

3.) Entire structure shall be in M-300 only.

4.) The scope of pipe assembly work shall be upto 5 meter beyond outside face of the wall, cost of pipes valves and specials is not included in the rate but labourcost for laying and jointing is included.

5.) The G.S.R. / Sump above 15 lakh liters capacity



shall be in two compartment.

6.) The Job includes designing the structure for uplift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff withinlead of 50 metres as directed by Engineer-in-charge. If uplifts considered in design, then these rates shall be increased by 7.5%.

7.) G.S.R. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. Sump well includes cost of suction pit required at bottom.

8.) For pipe diameters upto 300 mm only CI pipes and CI specials shall be used. For pipe diameters above 300 mm, M.S. pipes and specials minimum 10 mm thick shall be used with proper anticorrosive epoxy treatment from inside and outside.

9.) Cost of pump house is not included in these rates.

10.) Above rates are applicable for Seismic Zones 2, 3 and 4.

11.) 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of G.S.R.s andsumps till satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as in complete.

12.) Rates for RCC GSRs and Sumps.

13.) Cost of 15,00,000 liters capacity & Add for capacity above 15,00,000 liters

14.) Note : 10% shall be added over the cost of GSR forsump where overhead pump house is proposed.

Sub-total ii) Water supply:

159

1616

Providing and supplying ISI marked D.I. K-9 grade 100mm dia. pipes (push on joints pressure pipes of D.I. of K-9 grade class and 100mm conforming to the IS specifications inclusive of the cost of jointing materials (rubber gasket of EPDM quality) including all staturoty duties and taxes levied by Govt. of India and Govt. of Maharashtra in all respect, education cess, GST, third party inspection charges of TPI agency approved by MJP, including transit insurance, railway freight, unloading from railway wagon, loading into trucks, transport to departmental stores / site of work, unloading, stacking, etc. complete, as directed by engineer-incharge. (IS-1536/2001 for pipes and IS 158/1969 and IS 12820/ 1989 or Latest edition / revision with amendments for rubber gaskets Rmt.

160 440.220 Providing and supplying ISI standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut bolts coated or otherwise procted from rusting and suitable for D.I. pipes including cost of labour materials and transportation to stores/site loading and unloading including all such as GST levied by GOI & GOM in all respect complete as per IS-9523 (Item no.-6A i) 80 mm

Kg.



dia to 300 mm dia 161

2Supplying and installing 100mm dia. end line strainer for +ve suction Nos.

1625

Supplying and installing cast iron double flange sluice valve 150 mm dia. Nos.

1632

Supplying & Installing cast iron double flange butterfly valve of size 100 mm dia. Nos.

164

10

Providing & constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete etc. complete with R.C.C. Cover. Nos.

165

Providing ISI mark G.I. pipes of following class and Dia. Including all statutory duties and taxes such as GST levied by GOI & GOM in all respects inspection charges , transportation to stores etc. complete (IS-1239/2004) Note : One coupler shall be provided with each full length pipe, cost of which is included in rates below.

40 i)100mm dia. (M.D.) for inlet-outlet & washout purpose Rmt. 166

Providing and supplying ISI mark CI D/F reflux valves (non-return valves) of following dia including all taxes (Central and local), railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores / site, unloading, stacking, etc. complete. Reflux valves as perIS-5312 Part I (1984) A)Without bypass arrangement - PN-1

1 100 mm dia. Nos. 167

Providing,double flange sluice valve confirming for IS-2906/14846 including worn gear arrangements as per test preassure stainless steel spindle, caps including all taxes transportation etc. complete

(i) 3 50mm dia. Nos. (ii) 3 100mm dia. Nos. 168

Lowering, laying & jointing in position following CID/F reflex valves, butterfly valves & sluice valve including cost of labour jointing material, including nut bolts and giving satisfactory hydrolic testing etc. complete (Rates for all classes of valves)

(i) 3 50mm dia. Nos. (ii) 3 100mm dia. Nos. 169

3

Providing and supplying air valves as per IS 14845-2000 MJP's standard specification double orifice type combined with isolating sluice valve mounted in horizental position and opreated by wheel gearing small orifice elestic ball resting on gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring inlet face & drilled incl. all taxes (Central & local) insurance third party inspection charges, loading, unloading, transportation up to departemental store / site etc. complete. ( 150mm dia.) Nos.



170

3

Providing & fixing CI ROAD BOX including loading , unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing etc. complete. Nos. 225x300mm (40kg)

Sub-total iii) Gravity Mains:

171

1000

Providing and laying in trenches 100 mm dia. medium grade having embossed as ISI Mark galvanised iron pipes ?of 12.43 kg/meter necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or asdirected etc. complete. Rmt.

172

500

Providing and laying in trenches 50 mm dia. medium grade having embossed as ISI Mark galvanised iron pipes ?of 5.17 kg/meter necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint, 2 coats Includingremoving existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. Rmt.

173

500

Providing and laying in trenches 25 mm dia. medium grade having embossed as ISI Mark galvanised iron pipes ?of 2.49 kg/meter necessary fitting remaking good the ?demolished portion with filling trenches and with primer of anti-corrosive oil paint, 2 coats Includingremoving existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. Rmt.

174

90

Excavation for foundation / pipe trenches hard murum hard murum, including removing the excavated materialupto a distance of 50 M and lifts as below, stacking areaspreading as directed, normal dewatering, preparing the bed for foundation & excluding backfilling, etc. complete. Cum.

175

360

Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling , wedging , line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance 50 M beyond the area and lifts as below , stacking as directed by Engineer-in-charge, normal dewatering , exclluding backfilling etc. complete by all means. Cum.

176

Providing, erecting Cast Steel D/F Sluice Valves / Butterfly Valves with jointing to pipe work (including all hardware and packing), water works quality having nonrising spindle with hand wheel and without bypass arrangement, spindle of stainless steel as per requirement, excluding C.C. foundation / structural steel support.

2 i)100 mm dia. PN-1 Nos. 2 ii)80 mm dia. PN-1 Nos.



177

Providing and supplying Air Valves as per IS-14845 / 2000 and MJP's standard specifications of approved make and quality of following diameters including all taxes (Central and Local), railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores / site, unloading and stacking etc. complete.

1 50 mm dia. Double ball flanged PN-1 Nos. 178

1

Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete (for all class of valves). Air Valve Single Ball (PN-1 and PN-1.6) 50mm dia Nos.

179

2

Valve Chamber with Precast RCC Covers Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. Nos.

180

441

Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. Cum.

Sub-total iv) Pumping & Machinery:

181

1

Supplying and erecting submersible pump set suitable for erection on open well ofrequired HP with 415 V 50 c/s.A.C. supply, having delivery head from 21 to 7 m and discharge from 200 to 800 Itrs. per minute (Max efficiency at 16 m head & 500 Itr discharge) & deliverypipe of necessary diameter erected with necessary H type clamps as per specification No. WP-OSP (12_4_1) Nos.

182

1

Supplying & erecting automatic control panel for 3 Ph, 415 volt, A.c. Submersible/centrifugal pump set upto 7.5 HPconsisting of DOL starter having relay range 9-14 AMP,S.P.P., Combined ammeter/ voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof encloser with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase inbalence etc ( Similar to LT model no.MU G6/ CAT NO. SS97756 ) (12_5_17) Nos.

183

150

Supplying, erecting & terminating PVC armoured cable3 core 2.5 sq mm aluminium conductor with continuous5.48 sq mm (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL Rmt.

Sub-total TOTAL VIII LANDSCAPING AND IRRIGATION: i) Landscape civil work:



184

100.00

Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond thebuilding area & stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5m.) Cum.

185

240.00


186

288.00


187

345.60

Excavation for foundation in Hard murum and bouldersincluding removing the excavated material upto a distance of 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.) Cum.

188

755.05

Excavating Hard Murum/metal road (B.T.) by chisellingfor preparing pit for poles stay or earth plates or for laying cables, pipes & clearing the site by removing debris & making the site good. Cum.

189

18.14


190

1.26


191 0.50 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps,

M.T.



footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars,binding with wires or tack welding and supporting as required complete.

192

125.00

Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls / in plinth of external walls including bailing out water manually , striking joints on un exposed faces and watering etc.complete. Cum.

193

375.00

Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in superstructure including racking out joints when plastering is to be done / striking joints when no plastering is to be done on inside watering and scaffolding etc.complete. Cum.

194

45.00


195

255.00


196

1367.42


197

136.74

Providing internal cement plaster 20mm thick in two coats in cement mortar 1:4 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc.complete. Sqm.

198

1250.00

Providing flush grooved pointing with cement mortar 1:3 for brick work including scaffolding and curing etc. complete. Sqm.

199

205.00


200

Providing labour charges for patti on plastered surface 12mm to 15mm thk. in c.m. 1:3 line and level includingneat finishing scaffolding curing etc. complete.

a) 102.50 a) 75mm Thk. Patti Rmt. b) 51.25 b) 100mm Thk. Patti Rmt. c) 153.75 c) 150mm Thk. Patti Rmt.

201 683.71 Providing and applying Texture plaster with finishing with Purlina/ Rustic texture material (with texture

Sqm.



material of Asian/ Renava/ Nitco/ Temtex or equivalant company make) in 3 to 4 milimeter thickness on previously finished plastered surface including plaster Groove 6mm thick or Tape Grooves 35 to 45mm thickness or as required in all postion including preparing the surface scaffolding etc. complete. ( Excluding texture Paint and Texture Paint Finishing) (Prior permission of S.E. is required before inclusion of this item in the estimate)

202

1230.00

Providing and laying Rough Shahabad Stone Flooring 40mm.to 45 mm. thick and of required width in plain/ diamond pattern on a bed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. etc. complete Sqm.

203

380.00

Providing and laying machine cut machine polished machine cut Kota stone slabs 20 to 25 mm thick for treads and risers of steps and staircases, with rounded nosing for the treads on a bed of 1:4 cement mortar including cement float, filling joints with neat cement slurry, curing, polishing and cleaning etc. complete. Sqm.

204

180.00

Providing and fixing machine cut machine polished 18 mm to 20 mm thick telephone black / Amba White / Catbary brown / RBI red / Ocean Brown granite stone for treads and risers of steps and staircases of approved colour and shade with rounded moulding and three grooved line for the treads on bed of 1:4 Cement mortarincluding float filling joints with neat cement slurry curing polishing and cleaning etc. complete. Sqm.

205

683.71


206

683.71


207

Providing and Constructing gabion structure 1 Meter high or required section made up of soft mechanically woven hexagonal shaped G.I. wire confirming to IS 16014:2012 having zinc plus PVC coating of overall diameter of 3.7 mm and tying lacing wire of 3.2 mm with edge wire confirming to overall diameter 4.4 mm edges being mechanically selvedge including placing inposition, fitting neatly with trap stone rubble (15 to 23 cm) all loose ends to be securely tied (Excluding transportation) etc. complete.)

a) 275.00 a) Size 1M x 1M x 1M Cum. b) 175.00 b) Size 1M x 1M x 2M Cum. c) 150.00 c) Size 1M x 1M x 3M Cum.

208 25.00 Supply of outdoor street furniture 1.5m long synthetic No.



wood bench of Saflow or equivalent make (Saflow product code – BSW10 (with synthetic Wood) as per image fixed on concrete bed with a base plate includingnecessary fixing/foundation bolt/grouting /hardware etc., complete as per image, additional specification as directed by engineer in charge. Before installation sample shall be got approved from architect.

209

15.00

Supply of outdoor street furniture 1.5m long 3-seator curved bench with wood in SS304 quality of Saflow or equivalent make (Saflow product code – LBS3 (With Backrest) as per image fixed on concrete bed with a base plate including necessary fixing/ foundation bolt/grouting/hardware etc., complete as per image, additional specification as directed by engineer in charge. Before installation sample shall be got approvedfrom architect.. No.

210

25.00

Supply of outdoor street furniture stainless steel perforated double stand post dust-bin having size – 800Hx400mm dia of Saflow or equivalent make having40lts. capacity as per image fixed on concrete bed with a base plate including necessary fixing/ foundation bolt/grouting/ hardware etc., complete as per image, additional specification as directed by engineer in charge. Before installation sample shall be got approvedfrom architect.. No.

211

10.00

Supply of outdoor street furniture stainless steel single stand post dust-bin having size – 800Hx320mm dia of Saflow or equivalent make having 35lts. capacity with open able lid operated by foot as per image fixed on concrete bed with a base plate including necessary fixing/ foundation bolt/ grouting/ hardware etc., complete as per image, additional specification as directed by engineer in charge. Before installation sample shall be got approved from architect. No.

Sub-total ii) Horticulture work:

212

3994.68

Garden soil :- supplying on site garden soil well sieved 90% to pass through I.S. sieve of 10mm size free from stones, rubbish like dried grass roots and other such materials. The soil should be fresh from quarry. The colour of soil should be generally be red. The soil should be measured by measuring box, (farma) Add 10% sieving residue for actual measurement. (Item excluding royalty charges but includes transporting, loading, unloading etc.) lead charges for 30KM is considered. Additional spec as directed by engineer-in-charge. Cum.

213 689.61 Farm Yard Manure : supplying on site well decayed, well dried, well powered, without clods and free from stones, dried grass and other rubbish materials. The colour of manure generally be black. The manure should be measured by measuring box, (farma) (Item includes transporting, loading, unloading etc.) lead charges for 20KM is considered. Additional spec as

Cum.



directed by engineer-in-charge.214

7434.29

Mixing garden soil/silt :- mixing garden soil/silt and manure thoroughly well, watering previous night. Planting required plant species, lawn grass as directed etc. complete. (1/10 of semiskilled labour). Cum.

215

10184.29

Filling fresh garden soil/ silt :- Filling fresh garden soil/silt & manure in excavated area including lead upto a distance of 50mtrs (1/10 of unskilled labour) Cum.

216

4440.00

Preparing lawn (30cms depth) :- Excavating the ground to a required depth of 30 cms. removing and conveying unwanted stuff to a required distance as directed. Fillingfresh garden soil/slit and manure in excavated area in 3:1 proportion to a height of 30 cms. Mixing soil and manure thoroughly well, leveling, watering on previous night. Planting required variety of lawn grass as directed and maintaining till well established by watering, weeding, clipping, rolling etc. complete. Additional spec as directed by engineer-in-charge. Sqm.

217

4415.00

Preparing instant lawn (20cms depth) :- Preparing Instant Lawn:- Excavating the ground to a required depth of 20 cms, removing& conveying unwanted stuff to a required distance as directed. Filling Red Hill Earth& Cow Dung Manure in excavated area in 3:1 proportion to a height of 20cms. Mixing garden soil & manure thoroughly, well leveling, watering on previous night. Planting required variety of lawn grass as directed and maintaining till well established by watering, weeding, clipping, rolling, etc. (Including costof Lawn) Additional spec as directed by engineer-in-charge. Sqm.

218

2500.00

Preparing edging or border :- Excavating the ground to a required depth 20 cms. in the required area, removing and conveying unwanted stuff, rubbish to a required distance as directed. Filling fresh garden soil/slit and manure in excavated area in 3:1 proportion to a height of 20 cms. Mixing, leveling, watering, weeding, stirring, of soil replacing casualties, pruning if necessary etc. complete. Additional spec as directed by engineer-in-charge. Sqm.

219

5197.00

Preparing flower bed :- Excavating the ground to a required depth of 30 cms. removing and conveying unwanted stuff to a required distance as directed. Fillingfresh garden soil/slit and manure in excavated area in 3:1 proportion to a height of 30 cms. Mixing soil and manure thoroughly well, leveling, watering on previous night. Planting seedling of required annuals 25 cms. apart maintaining till well established by watering, weeding, stirring replacing of casualties etc. complete. Additional spec as directed by engineer-in-charge. Sqm.

220 8923.00 Preparing Shrubbery :- Excavating the ground to required depth of 30 cms, removing and conveying unwanted stuff to a required distance as directed. Filling fresh garden soil & Manure in excavated area in 3:1 proportion to a height of 30 cms. Mixing garden

Sqm.



soil & manure thoroughly well, leveling, watering on previous night. Planting well developed shrubs plants ,0.50 mtr.height,0.45Mtrs.apart as directed and maintaining till well established by watering, weeding, stirring, replacing casualties etc. complete. Additional spec as directed by engineer-in-charge.

221

325.00

Rose/flowering plant :- Excavating pit with size 0.3mx0.3mx0.3m removing and conveying unwanted stuff to a required distance as directed. Filling the pit with the fresh Garden soil and manure in 3:1 proportionto a height of 0.3m.mixing the soil & manure thoroughly well, leveling watering on previous night. Planting 40 to 50cms, height healthy plant of required rose variety. Maintaining till well established by watering, weeding, stirring, pruning, replacing the causalities etc. complete. Additional spec as directed byengineer-in-charge. Sqm.

222

3775.00

Planting/Creepers/Climbers(Mogra) :- Excavating pit with size 0.3mx0.3mx0.3m removing and conveying unwanted stuff to a required distance as directed. Fillingthe pit with approved excavated material up to height 0.15m with the fresh Garden soil and manure in 3:1 proportion Mixing soil & manure thoroughly well, leveling, watering on previous night. Planting one or two year old healthy plants as per specifications. Maintaining till well established by watering, weeding, stirring, replacing the causalities etc. complete. Additional spec as directed by engineer-in-charge. No.

223

3090.00

Planting large flowering /shady trees (Minimum height 2.0m) :- Digging pit with size 0.9X0.9X0.9m, removingand conveying unwanted stuff to a reqd distance as directed. Filling the pit with approved excavated material upto a height of 0.3m and remaining height of 0.6m with fresh garden soil and manure in proportion 3:1. Mixing soil & manure thoroughly well leveling as directed watering previous night planting 2 to 3 years old minimum 2.0m ht. healthy trees sapling as per specification Maintaining till well established by watering weeding, stirring of soil stacking replacing of casualties etc.complete. Additional spec as directed by engineer-in-charge. No.

224

1520.00

Planting small and medium size ornamental/flowering plants (Minimum height 0.5 m) :- Digging pit with size 0.6X0.6X0.6m, removing and conveying unwanted stuff to a reqd distance as directed. Filling the pit with approved excavated material upto a height of 0.6m in 3:1 proportion. Mixing soil & manure thoroughly well, leveling as directed watering previous night. Planting one to two years old healthy plant sapling as per specification. Maintaining till well established by watering weeding, stirring of soil stacking replacing of casualties etc.complete Additional spec as directed by engineer-in-charge. No.

225 502.00 Planting large exotic/native trees as per selection No.



(Minimum height 4.5m) :- Digging pit with size 2X2X1.5m, removing and conveying unwanted stuff to a reqd distance as directed. Filling the pit with approvedexcavated material upto a height of 1.5m and remainingheight of 0.6m with fresh garden soil and manure in proportion 3:1. Mixing soil & manure thoroughly well leveling as directed watering previous night planting 2 to 3 years old minimum 2.0m ht. healthy trees sapling as per specification Maintaining till well established by watering weeding, stirring of soil stacking replacing of casualties etc.complete.

Sub-total iii) Landscape irrigation work:

A] PIPE : 226

Providing and supplying in standard lengths Polyethelene Pipes H.D.P.E. conforming to IS-4984/14151/12786/13488 with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint, including all statutary duties and taxes, such as GST levied by GOI & GOM in all respects transportation and freight charges, inspection charges, loading/ unloading charges, conveyance to the departmental stores/ site and stacking the same in closed shade duly protecting from sunrays and rains, etc. complete. Grade P.E.-100 Item no. A a) 6 Kg/cm²

450.00 a.) 160 mm x 6 Kg/cm² Rmt. 2825.00 b.) 100 mm x 6 Kg/cm² Rmt. 950.00 c.) 75 mm x 6 Kg/cm² Rmt. 743.00 d.) 63 mm x 6 Kg/cm² Rmt. 364.19 b.) 40 mm x 6 Kg/cm² Rmt.

227

Providing, fixing, testing & commissioning of Upvc Pipe as per IS 4985, Jain/Supreme/ Finolex make with all necessary fittings, including all labours, all taxes if any.etc.complete,

900.00 a.) 75 mm x 6 Kg/cm² Rmt. 720.00 b.) 63mm x 6 Kg/cm² Rmt. 9600.00 c.) 40 mm x 6 Kg/cm² Rmt.

228

500.00

Providing ISI standard R.C.C. pipes in standard lengths of following NP-2 class and diameter suitable for either collar joints or rubber ring joints, including all taxes (Central and local), inspection charges, transport to departmental stores / site, unloading and stacking, etc. complete. (IS-458/1988) Notes: 1) One collar should besupplied with each full length plain ended RCC pipe, cost included in rates below. 2) One rubber ring should be supplied with each full length of socketed pipe, cost included in rates below. Rmt.

B] POPUP / SPRINKLERS : 229 300.00 Providing, fixing, testing & commissioning of Gear

Driven Pop-up Sprinklers Radius 10m to 12m @ 2.5 bar Q=0.3 lps (1-360 degrees) model PGP,RPS, 5004 Hunter/Rainbird / K-Rain make with check valve

Nos.



including all necessary fittings, labours & taxes if any. 230

160.00

Providing, Fixing, Testing & Commissioning of Spray Pop-up Sprinkler of radius 3 to 5 m @ 2.5 bar, Q-0.20 LPS with VAN nozzle,with check valve, model PS-02 / UNI-SPRAY, Make - Rainbird /Hunter including all necessary fittings and labours, all taxes if any etc. complete. Nos.

231

300.00

Providing, fixing, testing & commissioning of Swing Joint 3/4" x 30 cms, Make -Jain/ Rainbird /Hunter/Harit Nos.

232160.00

Providing, fixing, testing & commissioning of Swing Joint 1/2" x 30 cms, Make -Jain/ Rainbird /Hunter/Harit Nos.

C] VALVES : 233

110.00

Providing, fixing, testing & commissioning of 3/4" Quick Coupling Valve and QCV Key with hose swivel arrangement of solid brass construction Rainbird/ Harit, Enclosed in a 6" Valve Box with Galvanised MSService Saddle,GI barrel piece, all necessary fittings, including all labours, all taxes if any.etc.complete. Nos.

234

85.00

Providing, fixing, testing & commissioning of 40mm PVC Flush Valve, Jain / Plasson make including all necessary fittings, all labours, all taxes if any etc. complete. Nos.

235

170.00

Providing, Fixing, Testing & Commissioning of 40 mm PVC Ball Valve, Jain / Plasson make including all necessary fittings, all labours, all taxes if any etc. complete. Nos.

236

25.00

Providing, Fixing, Testing & Commissioning of 63 mmPVC Ball Valve, Jain / Plasson make including all necessary fittings, all labours, all taxes if any etc. complete. Nos.

237

15.00

Supplying & Installing cast iron double flange butterfly valve of size 100mm dia. as per specification No. FFVL/ BFV (13_7_14) Nos.

238

20.00

Providing and installing 1 " Air valve assembly Harit / Ivc make with M.S.Service Saddle,GI Riser, including all necessary materials and labour, all taxes if any etc.complete. Nos.

239

85.00

Providing, fixing, testing & commissioning of 1.5" Solenoid Valve Globe Type with Flow Control female BSP Inlet Hunter/ Rainbird make including all necessary fittings, all labours, all taxes if any etc. complete. Nos.

240

25.00

Providing, fixing, testing & commissioning of 2" Solenoid Valve Globe Type with Flow Control female BSP Inlet Hunter/ Rainbird make including all necessary fittings, all labours, all taxes if any etc. complete. Nos.

D] DRIP : 241

44000.00

DRIP-1: Providing, fixing, testing & commissioning of 16mm x 2.5 kg/cm2 Drip Polytube as per IS:12786 Jain / Plastro / Netafm make with all necessary fittings of ISI mark, including all labours, all taxes if any etc.complete. Rmt.



242

75000.00

DRIP-2: Providing, fixing, testing & commissioning ofPressure compensating Drippers 4/8 lph as per IS:13487Jain / Plastro / Netafm make with all necessary materials and labour ,all Taxes etc.complete. Nos.

243

10000.00

DRIP-3: Providing, fixing, testing & commissioning of6mm x 2.5 kg/cm2 Drip Polytube as per IS:12786 Jain /Plastro / Netafm make with all necessary fittings of ISI mark, including all labours, all taxes if any etc.complete. Rmt.

E] VALVE BOXES AND FILTERS : 244

15.00

Providing & Fixing of Valve Boxes 12" Rectangular on brick base with openable top cover of Rainbird/ Jain/Harit make with all necessary materials and labour and taxes if any etc complete. Nos.

245

135.00

Providing & Fixing of Valve Boxes 9" Round on brick base with openable top cover of Rainbird/ Jain/Harit make with all necessary materials and labour and taxes if any etc complete. Nos.

246

85.00

Providing & Fixing of Valve Boxes 6" Round on brick base with openable top cover of Rainbird/ Jain/Harit make with all necessary materials and labour and taxes if any etc complete. Nos.

247

2.00

Providing, fixing, testing & commissioning of Sand Filter 40m3 Metal type as per IS 14606 , Make- Jain / Plastro/Premier including all necessary fittings, labours,all taxes if any.etc complete. Nos.

248

2.00

Providing, fixing, testing & commissioning of Disc Filter 40m3 Metal type as per IS:12785 , Make- Jain / Plastro/Premier including all necessary fittings, labours,all taxes if any etc. complete. Nos.

F] PUMPING SYSTEM : 249

1.00

Supply, installation, testing and commencing Grundfos/DB/ KSB/ KBL /CG 43-SERIES or equivalent make VFD 7.5HP pump having operating Voltage 220V ± 10% - Single phase 4I5V ± 10% - Three phase maximum current 13.3A operating pressure 15bar control system type-3 (VFD model) including motor protection - CGHM : IP 44 CGVM : IP 54 Insulation Class - CGHM : 'B' Class CGVM : 'F' Class Pressure tank - Upto 3 HP, 200 liters Above 5HP, 500 liters. ( Model no.- CG 43-SERIES 43CGVM 16/7.50-6 or equivalent) a.)HP-4 x 7.5 b)Discharge- H(m) / Dis.(lpm) = 68 / 798 c.)Max. pressure obtainable (bar)=8.4 d.)Pressure setting upto (bar)=5.6 e.)Input Voltage for System (50Hz)

Set Supply, installation, testing and commencing Wellmate/Zeal mate make Vertical Pressure tank of capacity 500Lts. With necessary brass/ stainless steel connectors, ideally suited for: • Booster systems • Irrigation systems. Supplying & erecting automatic outdoor control panel for 7 to 10 HP for VFD pump (4-nos) 3-phase above pumps with logic comprising of Ammeter, Voltmeter,



O/L Relay, contactors, MCB, single phasing preventer, Push buttons, Indicator lamps, Low level water cutoff sensors,VFD Logic etc complete.

250

150.00

Supplying and erecting flat flexible 3 core 4 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete. Rmt.

251

60.00

Supplying and erecting flat flexible 3 core 1.5 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete. Rmt.

252

4.00

Pressure Switch (PS) : Supplying and installing DANFOSS make pressure switch with 12/15 mm Ø isolation valve, G.I. nipple, elbow etc. in an approved manner as per specification No. FF-FFA/PS No.

253

1.00

Pressure Gauge (PG) : Supplying and installing pressure gauge of 100 mm Ø., 0- 300 PSI or 0-21 kg per cm square fitted with 12/15 mm Ø. pad cock valve, and G.I. pipe, elbow etc. as per requirement in an approved manner as per specification No. FF-FFA/PG No.

2544.00

Supplying and installing double flange NRV of size 75/80 mm dia as per specification No. FF-VL/NRV No.

255

4.00

Supplying & Installing cast iron double flange butterfly valve of size 75/80 mm dia. as per specification No. FFVL/ BFV No.

25630.00

Providing and fixing delivery & common header pipingwhite PVC schedule-40 size 150mm dia. Rmt.

257

1.00

Supplying & Installing cast iron double flange butterfly valve of size 150 mm dia. as per specification No. FFVL/ BFV No.

2581.00

Supplying and installing double flange NRV of size 150mm dia as per specification No. FF-VL/NRV No.

G] AUTOMATION AND CONTROLLER : 259

1.00

Providing, fixing, testing & commissioning of Decoder Controller Suitable for 99 Station capacity with Plastic Pedestal Hunter / Rainburd make includingall necessary fittings, labours, all taxes if any.etc complete. No.

260

85.00

Providing, fixing, testing & commissioning of 1 Stationdecoder Hunter/ Rainburd Make including all necessary fittings, labours, all taxes if any.etc complete. No.

261

20.00

Providing, fixing, testing & commissioning of 2 Stationdecocer Hunter/ Rainburd Make including all necessary fittings, labours, all taxes if any.etc complete. No.

262

15.00

Providing, fixing, testing & commissioning of Grounding for Decoder Cable including all necessary fittings, labours, all taxes if any.etc complete. No.

Sub-total TOTAL IX(A) RETAINING WALL AND TOE WALL: i) Civil work:

263 145.74 Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the

Cum.



excavated material up to a distance of 50 m. beyond thebuilding area & stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5m.)

264

145.74


265

145.74


266

218.63

Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m) Cum.

267

1491.79


268

145.74


269

15.00




270

741.70

Providing and laying in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand Cum.

271

15.00

Providing & casting in situ cement concrete M20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs & drawings or as directed including centering, formwork, cover blocks compaction & roughening the surface if special finish isto be provided & curing etc. complete. (Excluding reinforcement and structural steel). with fully automaticmicro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With Crushed sand.. Cum.

272

1063.51

Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with Natural / VSI standard Artificial Sand, cement 4.05 bags/cumt) Cum.

273

98.28


Sub-total ii) Expansion Joint:

274

596.10

Providing & fixing 25mm thk. in two layers or 50mm thk. In one layer, polypropelene material sheet of "SIL-EPF Suprim" make or equivalent make for expansion joint in between two columns including neat cutting the side faces, necessary labour, scaffolding etc. complete. Additional spec as directed by engineer-in-charge. Sqm.

275

419.00

Providing weep holes in brick masonry /plain /reinforced concrete abutment, wing wall / return wall with 100mm diameter AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face as per drawings and technical specifications etc. complete. Rmt.

276 1319.70 Providing and applying two coats of exterior weather shield paint of approved manufacture and of approved

Sqm.



colour to the plastered surfaces including cleaning ,preparing the plaster surface ,applying primer coat ,scaffolding if necessary, and watering the surface for two days etc complete.

Sub-total TOTAL IX(B) ENTRANCE GATE: i) Civil works:

277

9.90

Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond thebuilding area & stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5m.) Cum.

278

14.90


279

14.90


280

9.90

Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated materialupto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary backfilling with available earth /murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m) Cum.

281

98.50


282

24.80


283

7.80


284 2.68 Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15cm to 20cm thick including hand

Cum.



packing andcompacting etc. complete. 285

14.47


286

83.30

Providing and laying Cast in situ/Ready Mix cement concrete M-40 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as directed including centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 ofsufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand Cum.

287

Providing and laying Cast in situ/Ready Mix cement concrete M-40 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawingor as directed including centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Typemixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand

41.20 a.) Column below 3.65m ht. Cum. 26.60 b.) Column from 3.65 to 7.30m ht. Cum. 8.70 c.) Column above 7.30m ht. Cum.

288 Providing and laying Cast in situ/Ready Mix cement concrete M- 40 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs anddrawings or as directed including centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be providedand curing etc. complete. (Excluding reinforcement andstructural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Typemixer/ concrete Batch mix plant (Pan mixer) etc.



complete. With natural sand/V.S.I. quality Artificial Sand

3.60 a.) Slab below 3.65m ht. Cum. 0.00 b.) Slabs from 3.65 to 7.30m ht. Cum. 42.30 c.) Slab above 7.30m ht. Cum.

289

Providing and laying Cast in situ/Ready Mix cement concrete M- 40 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including centering, formwork, cover blocks, laying/pumping, compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Typemixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand

6.00 a.) Slab below 3.65m ht. Cum. 3.00 b.) Slabs from 3.65 to 7.30m ht. Cum.

201.31 c.) Slab above 7.30m ht. Cum. 290

1.35

Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including centering, formwork, cover blocks, laying/pumping, compacting , curing , finishing and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With naturalsand/V.S.I. quality Artificial Sand Cum.

291

4.20

Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C.coping to plinth or parapet and sill of doors and windows moulded as per detailed drawings or chamfered as approved by the Engineer including centering, formwork, cover blocks, laying/pumping, compacting , curing , finishing and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With naturalsand/V.S.I. quality Artificial Sand Cum.

292 481.88 Providing and casting in situ cement mortor in (1:1.5) proportion of fine natural sand for Ferro-crete pardi / fins / wall curved in plan and sloping in shape proper line and level up to 125mm thk. Chicken mesh in two layers wrapped together on weld mesh 2.5mm dia. of 50x 50mm square mesh and TMT reinforcement 8mm tor @ 150 mm c/c both ways tied with welding. Machine mixed mortor applying manually with toe and

Sqm.



mechanically vibrated to achieve the desired density including centering, formwork, compacting and roughening them up to special finish exposed surfase is to be provided and curing, rate including all lead, lifts and prevailing taxes, labour as directed etc. complete. (Including reinforcement/chicken mesh/weld mesh)..

293

62.97


294

14.20

Providing and fabricating structural steel work in rolled sections, fixed with connecting plates or angle cleats in main and cross beams, hip and jack rafters, purlins connecting to truss members and the like, as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/ bolted/ welded connections and one coat of anticorrosive paint and over it two coatsof oil painting of approved quality and shade etc. complete. M.T.

295

1.25

Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of bays as specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns purlins, tie runners, foundation bolts, base plates, nuts and bolts, welding wherever required etc. as per detailed drawing inclusiveof one coat of anticorrosive paint and two coats of oil painting of approved quality and shade etc. complete. Spec. No. : As directed by Engineer-in-charge. M.T.

296

10.57

Providing and fixing in position to the exact profile and prestressing the high tensile strands to specified ultimate strength, standard end anchorages, cable ducts,grouting ducts after prestressing and bearing plates withwedges as per detailed drawings including necessary plant and machinery for prestressing etc. complete. M.T.

297

8295.00

Providing Gas or Electrical welding for structural steel section, plates as per detailed drawing. For less than 10 mm thick section. Cm.

298 3.84 Grouting the base plates, frames, foundation bolts, sleeves, etc. of any shape and size under base plate aftererection and alignment if necessary, structural steel work, machinery at any elevations including roughening surface, cleaning, ramming, curing, etc withConbextra GP-2`Fosroc'/ Pidigrout10/ Conbextra GP-2 or equivalent upto 100mm thk. all complete. as per specifications. (Cost of all material and clearning the pocket by compressed air shall be in the scope of the contractor). Additional spec. As directed by Engineer-

Sqm.



in-charge.

Note:- Contractor should submit necessary shop drawing & work methodology for approval by architect/client before execution of all types of structural steel, prestressed concrete work.

299

25.50


300

105.50


301

1591.00


302

200.00


303

516.00

Providing fine cement finish 1.5 mm thick over green plaster surface including scaffolding curing etc. complete. Sqm.

304

270.00


305

150.00

Providing and applying gypsum plaster (with Gypsum material of Gypsum India / Mega Sign or equivalent make ) with finishing with gypsum material in 10 to 13 millimeter thickness to previously plastered surface / or on newly brick surface (Excluding rough cast plaster ) in all position including preparing and Finishing the surface scaffolding etc.complete. Sqm.

306

90.00

Providing and applying Texture plaster with finishing with Purlina/ Rustic texture material (with texture material of Asian/ Renava/ Nitco/ Temtex or equivalant company make) in 3 to 4 milimeter thickness on previously finished plastered surface including plaster Groove 6mm thick or Tape Grooves 35 to 45mm thickness or as required in all postion including preparing the surface scaffolding etc. complete. ( Excluding texture Paint and Texture Paint Finishing) Sqm.

307 600.00 Providing and applying aggregate texture plaster of 12-15mm thickness in two coats first 2-3mm to seal the substrate directly apply with MORCEMDUR-P or equivalent material "grupopuma" or equivalent make, on external surfase of brick/concrete wall surfases with

Sqm.



the use of a trowel, and then apply second coat up to achiving required rough finish, (Finish "grupopuma" or equivalent catlogue code 1) GRIS070, 2)VERDE060, 3)HUESO020, 4)ROJO040, 5)MARFIL010. in all position including preparing the surface, scaffolding, curing etc.complete. Additional specification as directedby engineer-in-charge.

308

515.97


309

515.97

Providing and laying jointless Polydee-LM, a highly flexible elastometric coating for RCC / cementitious surface for terrace waterproofing on B.B. Coba / R.C.C,after application of TP-42 Primer on perfectly clean surface (free from loose dust and foreign matter) application of 1st coat of Polydee-LM @ 700 gms/sqm and applying 2nd coat of Polydee-LM @ 700 gms/sqm and finishing the same with sprinkling the AG-10 granules on the wet coating. (After finishing covering the treatment with 25mm cement plaster for protection with fibrillated 6mm Plyplast fibre @ 125 gms/sqm to be paid in separate item.) covering 7 years guarantee onCourt Fee Stamp Paper of Rs. 100/- etc. complete. Sqm.

310

515.97

Providing and applying water proofing treatment using acrylic polymer modified cement based water proofing coating with fibre glass mesh mixing at the rate of powder to liquid (2:1) by weight covering 9 to 10 sqm /kg with two coat using Dr. Fixit or alike of chemicals for masonry and concrete surface by brush covering 7 years guarantee on Stamp Papers etc. complete. Spec. No.: As directed by Engineer in charge. Sqm.

311

100.00

Providing and laying in position flooring of telephone black / Amba White / Cat bary brown / Ruby red / Ocean Brown granite stone of approved shade and size 18 mm to 20 mm thick on bed 1:6 cement mortar including cement floats striking joints, pointing in C.M.1:3 curing and cleaning etc. complete. Sqm.

312

503.00

Providing and laying in position skirting of telephone black/ Amba White/ Cat bary brown/ RBI red/ Ocean Brown granite stone of approved shade and size 8mm to10mm thick mirror polished granite tiles length equal toflooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials. Sqm.



313

70.00

Providing leather finished polishing to Granite Stone slab by continuous grinding in 4 coats of different bits to receive rough and matt finish including buffing process before laying and fixing of stone as per drawingand design, including cleaning, washing and finishing etc. complete. Sqm.

314

299.98

Providing Half-round Moulding (Full Moulding ) to 18 mm to 20mm thick granite stone including fine polishing and cleaning etc. complete. Rmt.

315

92.00

Providing Quarter-round Moulding (Half Moulding ) to 18 mm to 20 mm thick granite stone including fine polishing and cleaning etc. complete. Rmt.

31665.00

Providing Chamfer Of Required size to granite stone including fine polishing and cleaning etc. complete. Rmt.

317

11.04

Providing and fixing solid core flush door shutter in single leaf 32 mm thick decorative type of exterior grade as per detailed drawings approved face veneers 3 mm thick on both faces or as directed, all necessary beads, mouldings and lipping, wrought iron hold fasts, chromium plated fixtures and fastenings, with brass mortise lock, chromium plated handles on both sides, and finishing with French Polish etc. complete. Sqm.

Sub-total ii) Elevation treatment:

318

90.00

Providing and applying white-wash in two coats on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down etc. complete. Sqm.

319

2481.00


320

90.00

Providing and applying pearl/ luster finish paint of approved colour and shade to the existing plaster surface including scaffolding, preparing the surface, applying the acrylic wall putti etc. complete. Sqm.

321

2281.00


322 7.00 Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension 63.50 x 38.10 x 1.02 mm at weight 0.547 kg/Rmt. and window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 kg/Rmt. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 kg/Rmt. The shuttershould be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. And handle section

Sqm.



40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. and top section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutterincluding 5 mm thick plain glass with all required screws and nuts etc, complete. With powder coating with box

323

8.00

Providing and fixing in position (as per 1868 / 1982) Aluminium sliding window of three tracks with rectangular pipe 95 x 38.10 x 0.90 mm at weight 0.637 kg/Rmt. with window frame bottom track section 92 x 31.75 x 1.30 mm at weight 1.070 kg/Rmt.. Top and sidetrack section 92 x 31.75 x 1.30 mm at weight 0.933 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. and handle and top section 40 x 18 x 1.25 mm at weight o.417 kg/Rmt. As per detailed drawings and as directed by Engineerincharge with all necessary Aluminium sections fixtures and fastenings such as roller bearing innylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass and aluminium mosquito net shutter with stainless steel jail with all required screws and nuts etc, complete. With powder coating with box Sqm.

324

15.00

Providing and fixing in position aluminium partly openable and partly fixed window of any size as per detailed drawing and as directed by Engineer incharge with all necessary alluminium sections including necessary fixtures and fastening with 5 mm thick float glass etc. complete. b) With powder coating Note Whilearriving at the rate of item of item weight at 6.90 kg/Sqm is considered. Sqm.

325

3.24

Providing and fixing in position powder coated aluminium louvered windows / ventilator of various sizes with powder coating as per detailed drawing and specifications including aluminium frames 80 x 38 mm x 1.22 mm box type, 5 mm thick sheet glass louvers, of approved quality etc. complete. Sqm.

326

366.00

Providing and fixing 900mm high S.S.304 Grade Stainless steel railing with 40mm diameter and 1.5mm thick at top,40mm diameter and 1.5mm thick vertical supports spaced at 1.5m center to center and 8mm thick toughened glass including fabricating ,fixtures, errecting , necessary welding , grinding , finishing, buffing to stainless steel pipe etc. complete Rmt.

327 1200.00 Supply & Installation ,Fundermax Max- exterior panels or equivalent, Max alucompact panels for façade cladding in all position. Fundermax " External Grade orequivalent Max –exterior, F –quality, Flame Retardant Cladding system should be made from high density compressed Craft & Décor paper, 6mm thk. on sub–gird

Sqm.



system of aluminum frame- sections of 75x38mm and 38x38mm @ 600mm C/c. as per drawing, design or as directed by engineer, Frame attached to masonry wall, concrete, plaster surfaces, in all position with necessarystandard hardware fittings recommended by "Fundermax" or equivalent like_nuts, bolts, washers, anchors, accessories, rivets, etc. (Excluding fabrication for support if reqd. extra) with including necessary scaffolding , lead, lift etc. all complete. Additional specification as directed by engineer-in-charge. Note: Materials samples, cladding patterns, shapes, shades, texture etc. approved by architect before commencement of work.

328

503.27

Providing "STAGE SCAFFOLD" using Steel Scaffolding Pipe Frames made of 40 mm dia. MS Pipes and bracings with scaffold boards including hire charges for MS Pipe Frames scaffolds boards etc., and cost and conveyance of all other consumable accessories, taxes etc complete for finished item of work for PLAN AREA Sqm.

Sub-total TOTAL X PLUMBING AND DRAINAGE: i) Sanitary Fixtures

329

27

Providing and fixing 1st class white glazed earthenwareOrissa Type W.C. Pan 580 mm dia including P or S trapcast iron soil and vent pipe upto the outside face of the wall (1:5:1 0) cement concrete bedding 15 mm thick, 10liter P.V.C. flushing cistern with all necessary pipe connection etc. complete. No.

330

30

Providing and fixing European type wall-hung white water closet of Paryware / Hindware with push valve concealed type with cover plate 32mm size of JAQUAR MAKE SERIES FLV-1095 including soil pipe ,vent pipe up to outside face of wall ,100mm dia. G.I. plug bend inlet pipe all fittings, cuttingand making good walls, floors etc. complete. No.

331

90

Providing and fixing white glazed earthenware Wash Hand Basin of 55cm. x 40 cm. size including cold waterpillar tap/cold and hot water pillar tap brackets, rubber plugs and brass chain, stop tap and necessary pipe connections including P.V.C. waste pipe and trap up to the outside face of the wall. Making good the damaged surface, testing etc. complete. No.

332

63

Providing and fixing white glazed earthenware lipped flat back/corner type Urinal with PVC 5 liters flushing cistern with fittings, inlet pipe with stop tap, brackets for fixing the cistern, 32mm diameter P.V.C. flush pipe with fitting including lead soil pipe, lead trap and soil pipe connection up to the outside face of wall. No.

333 126 Providing and fixing machine cut mirror polished 18 mm to 20 mm thick telephone black granite / Amba White / Cat bary brown / RBI red / Ocean Brown granite stone partition with rounding the edges etc.

Sqm.



complete . Both side polish 334

5

Providing and fixing stainless steel sink of size 600 x 510 x 200 mm incluidng coupling, outlet pipe, elbow and other necessary fitting, finishing etc. complete. No.

335

5

Providing and fixing C.P. sink cock with raised ''J''- shaped swinging casted spout jaquar make continental (CAT.NO. CON -359) or equivalent including necessarysockets/ union nut etc. complete. No.

336

210

Providing and fixing C.P. Angular stop clock with wall flange Jaquar make or equivalent continental (CAT.NO.CON-059) including necessary sockets/union nut etc. complete. No.

337

27

Providing and fixing C.P. BIB cock with wall flange jaquar or equivalent make continental (CAT.NO. CON-047) including necessary sockets/ union nut etc. complete. No.

338

30

Providing and fixing C.P.Two way BIB cock jaquar make or equivalent continental (CAT.NO. CON-041) including necessary sockets/union nut etc. complete. No.

339

30

Providing and fixing 15 mm diameter PVC Aqua kraft type Supreme make or equivalent make super jet spray with flange 2 in 1 faucet 1.50 metre long including all accessories etc complete. No.

340

90

Providing and fixing 450mm x 550mm size superior type Belgium mirror with 16mm dia. nickel plated towel rod etc. complete. No.

341123

Providing and fixing 10Cm PVC Nahani Trap with grating etc. complete. No.

3426

Providing, supplying, fixing, testing and commissioning of Grab bar 400mm at Handicap toilet. No.

Sub-total ii) Soil, Waste, Vent & Rain Water Pipes:

343

315

Providing and fixing 75 mm dia stabiliser pipe/ P.V.C. soil vent/waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent,clamps etc. complete Rmt.

344

288

Providing and fixing 100 mm dia stabiliser pipe/ P.V.C. soil vent/waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent,clamps etc. complete. Rmt.

345 90 Providing and fixing P.V.C. Rain water pipes of 110mmouter diameter and having wall thickness of 2.2 to 2.7 mm confirming to I.S. 13592-1992 including proper rainwater receiving recess with P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and number ,filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on C.C. or masonry blocks, including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in

Rmt.



charge etc. complete. (The contractor shall give 3 yrs guarantee bond for payment)

Sub-total iii) Water Supply:

346

Providing, and fixing on walls/celling/floor CPVC pipe given below diameters with fittings, remaking good the demolished portion etc. complete

0 (a) 1/2" dia. 15 mm diameter Rmt. 405 (b) 3/4" dia. 20 mm diameter Rmt. 165 (c) 1" dia. 25 mm diameter Rmt. 170 (d) 1-1/4" dia. 32 mm diameter Rmt. 40 (e) 1-1/2" dia. 40 mm diameter Rmt. 260 (f) 2" dia. 50 mm diameter Rmt.

347

Providing and laying in trenches given below diametersCPVC pipe including necessary excavation, fittings, refilling trenches etc. complete.

26 (a) 1/2" dia. 15 mm diameter Rmt. 10 (b) 3/4" dia. 20 mm diameter Rmt. 32 (c) 1" dia. 25 mm diameter Rmt. 25 (d) 1-1/4" dia. 32 mm diameter Rmt. 80 (e) 1-1/2" dia. 40 mm diameter Rmt. 101 (f) 2" dia. 50 mm diameter Rmt.

348

2000

Providing and fixing H.D.P container Syntex or alike one piece moulded water tank made out of low density polythyler and built corrugation including of delivery up to destination hoisting and fixing of accessories suchas inlet, outlet overflow of all tanks capacity above 1000 to 20,000 litres Lts.

349

9

Providing and making ISI Mark ferrule connection of 50 mm dia. to water main including ferrule coupling cast iron bell mouth cover, built in non return valve and fixing including excavation and reinstatement complete. Nos.

350

9

Providing and fixing 40 mm. dia Ball cock medium type with PVC float including sockets and necessary fittings and tested as per municipal requirements etc. complete. Rmt.

351

Providing and fixing screw down wheeled stop tap of brass including necessary sockets / union nut complete.

2 (a) 1-1/4" dia. 32 mm diameter No. 11 (b) 1-1/2" dia. 40 mm diameter No. 14 (c) 2" dia. 50 mm diameter No. 2 (d) 21/2'' dia. 65 mm diameter No. 1 (e) 3'' dia. 80 mm diameter No.

Sub-total iv) External Drainage:

352

124.43


353 21 Providing and fixing 15cm x 10cm salt glazed stoneware gully trap in cement concrete 1:4:8 outside the building including cast iron grating in the sink, connecting glazed stoneware pipe, brick masonry

No.



chamber with cast iron lid and cast iron grating for the gully trap.

354

21

Providing and laying 100 mm dia salt glazed stoneware pipe including fittings such as bends, tees, single junction, double junctions laying, jointing (including excavation and refilling the trenches) complete. Rmt.

355

237

Providing and laying concrete pipes of I.S. NP. class of 225mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. Rmt.

356

23

Providing and constructing Brick Masonry Inspection Chamber 90cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W.pipes, Brick Masonry, plastering frominside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140 kg with frame etc complete. No.

357

12

Providing and fixing reinforced cement concrete cover of size 90 cm x 45 cm with frame over inspection chamber etc. complete. Heavy duty (225 kg) Nos

358

1

Providing and fixing hume pipe septic tank 900mm diameter with vent pipe and cap including necessary (including excavation and laying) Nos

3591

Providing soak pit of size 120cm x 120cm x 120cm including excavating and filling with brick-bats. No.

360

8

Providing and constructing on sewer, B.B. masonry circular manhole with concentric cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 2.00 Mwith 23 cm brick work in CM 1:4 proportion excluding excavation including foundation concrete 250 mm thickand haunches and channels in C.C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. etc. complete asdirected by Engineerin-charge. (Rebate for every decrease in depth of 50 cm or part there of) No.

Sub-total TOTAL XI FIRE FIGHTING SYSTEM: i) Fire pumps (FP):

361

2

MAIN PUMP (Multi Stage Centrifugal) (MPF/MSC) : Supplying and installing, testing, perfect aligning and proper leveling and commissioning of fire service main pump, multistage, of 2400 LPM (Litres/min.) at 88m head centrifugal type, 75 HP, (55 kW) or of suitable HP as per specification No. FFMFP/ MSC Each

362

2

JOCKEY PUMP (Centrifugal) : Supplying installing, testing, commissioning of Jockey Pump of 240 LPM at 105 mtr. head 3ph. 415 A.C., 20 HP (18.5 kW) or of suitable HP with suitable Stages as per specification No. FF-MFP/JP Each

363 1 BOOSTER PUMP : Booster Pump of 900 LPM at Each



average 40 m Head, 12.5 HP either Monoblock or of suitable HP with suitable Stages

364

2

Diesel Engine Driven Fire Pump :Supplying , installation, Testing and commissioning of diesel engine driven main fire pump suitable for automatic operation and consisting of following : complete in all respect as required a) Horizontal type, multistage, centrifugal pump of cast iron body & bronzeimpeller with stainless steel shaft, mechanical seal to ensure a minimum pressure of 3.5 Kg / sq.cm. at highest and farthest outlet at specified flow of 2400 lpmat 88 Mtr head conforming to IS 1520.b) Suitable HP, 1500 RPM water cooled with radiator, diesel engine conforming to relevant BS & IS standard complete with auto starting mechanism, 12 Volts / 24 Volts electric starting equipment, Diesel Tank, exhaust pipe extended up to 1 m. outside pump house duly insulated with 50mm thick glass wool with 1.0mm thickaluminums sheet cladding, residential silencer, instruments and protection as per specification, stop solenoid for auto stop in the event of fault with audio indications, painted with post office red colour etc as required.c) M.S. Fabricated common base plate, coupling, coupling guard, foundation bolts etc as required.d) Suitable cement concrete foundation duly plastered with anti vibration pads. Each

365

2

Electrical Control Panel for Fire Pumps : Comprising ofautomatic switch unit isolators, pressure switches to set operating pressure, switches rated 500 Volt AC 50 Hz supply for continuous maximum load and Supply Company's regulations, contacts of suitable size, internal isolating baffles, terminal boxes for cables suitably screwed, standard 250 Volts, 15 Watt bayonet cap, indicator lamps for the respective pumps behind ruby domes suitably protected against damage, interlocking arrangements as per fire brigade stipulations, auxiliary switch/switches to provide warning by lighting of a lamp and hooters for audible alarm both at pump room and main fire console, tripping a circuit breaker connecting the electric supplyto leave ample power for Fire Pump, if so required. Including startor suitable for above pumps. Each

Auxiliary switch to be rated at 5-Amps. 250 Volts AC complete with C.T connected ammeters, volt meters and selector are to be provided on the panels for each starter and incoming switch fuse unit including necessary power & control cabling from panel to respective pumps complete as specified.

Note:- Contractor should submit necessary shop drawing/ GAD/ single line diagram for approval of engineer-in-charge before assembled the panel.

Sub-total ii) G.I. Pipes ‘C’ class (PP) :



366

10

Supplying and installing G.I.pipe above ground of ‘C’ class ERW of size 25 mm dia with necessary fittings as per specification no.FF-PP Rmt

367

4

Supplying and installing G.I.pipe above ground of ‘C’ class ERW of size 50 mm dia with necessary fittings as per specification No. FF-PP Rmt

368

4

Supplying and installing G.I.pipe above ground of ‘C’ class ERW of size 75/80 mm dia with necessary fittings as per specification No. FF-PP Rmt

369

90

Supplying and installing G.I.pipe above ground of ‘C’ class ERW of size 100 mm dia with necessary fittings as per specification no. FF-PP Rmt

370

40


371

10


372

70

Supplying and installing G.I.pipe of ‘C’ class ERW of size 100 mm dia with necessary fittings as per specification no. FF-PP (Below Ground Piping) Rmt

373

70

Providing coating of Bitumen Paint & 4mm thick Wrapping as per IS 10221 for underground 100 mm Ring Main of Fire Fighting System. Rmt

374

2281

Supplying and installing G.I.pipe of ‘C’ class ERW of size 150 mm dia with necessary fittings as per specification no.FF-PP (Below ground Piping) Rmt

375

2281

Providing coating of Bitumen Paint & 4mm thick Wrapping as per IS 10221 for underground 150 mm Ring Main of Fire Fighting System. Rmt

376

1141

Excavating Hard Murum/metal road (B.T.) by chiseling for preparing pit for poles stay or earth plates or for laying cables, pipes & clearing the site by removing debris & making the site good. Cum.

377

9

Providing and constructing Brick Masonry Inspection Chamber 90cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W.pipes, Brick Masonry, plastering frominside and C.I. lid cover of 75 kg with lid and frame fixed in cement concrete. Each

Sub-total iii) Fire fighting valves (FLV): a.) Foot Valves (VL)

378

8

Supplying and installing cast iron foot valve of size 150mm dia. with strainer for negative suction as per specification No. FF-VL/FV Each

b) End Line Strainer (+ve suction) (ELS) 379

2Supplying and installing 100mm dia end line strainer for +ve suction as per specification No. FF-VL/ELS Each

3804

Supplying and installing 150 mm dia end line strainer for +ve suction as per specification No.FF-VL/ELS Each

c.) Sluice Valve (SV) 381 2 Supplying and installing cast iron double flange sluice Each



valve 100 mm dia. As per specification No. FF-VL/SV 382

4Supplying and installing cast iron double flange sluice valve 150 mm dia. as per specification No. FF-VL/SV Each

3831

Supplying and installing cast iron double flange sluice valve 200 mm dia. As per specification No. FF-VL/SV Each

d.) Butterfly Valves (BFV) 384

1

Supplying & Installing cast iron double flange butterfly valve of size 75/80 mm dia. as per specification No. FFVL/ BFV Each

385

2

Supplying & Installing cast iron double flange butterfly valve of size 100 mm dia. as per specification No. FFVL/ BFV Each

386

20

Supplying & Installing cast iron double flange butterfly valve of size 150 mm dia. as per specification No. FFVL/ BFV Each

387

1

Supplying & Installing cast iron double flange butterfly valve of size 200 mm dia. As per specification No. FFVL/ BFV Each

e.) Non Return Valves (NRV) 388

1Supplying and installing double flange NRV of size 75/80 mm dia as per specification No. FF-VL/NRV Each

3892

Supplying and installing double flange NRV of size 100mm dia as per specification No. FF-VL/NRV Each

3909

Supplying and installing double flange NRV of size 150mm dia as per specification No. FF-VL/NRV Each

f.) Gate / Wheel Valves (GV) 391

2Supplying & installing gun metal gate valve of size 20/25mm dia as per specification No. FF-VL/GV Each

3922

Supplying & installing gun metal gate valve of size 50 mm dia as per specification no.FF-VL/GV Each

g.) Hydrant Valves (HV) 393

69

Supplying and installing gun metal single outlet hydrantvalve fitted with necessary accessories complete as per specification No. FF-VL/HV Each

Sub-total iv) Fire Fighting Accessories (FFA):

394

6

Hose Reel with Drum (HR) : Supplying and installing wall mounting swinging Hose reel drum fitted with 19 mm dia. 30m high pressure polypropylene (Polyhose) long fitted with necessary accessories complete as per specification No. FF-FFA/HV Each

395

70

Hose Pipes : Supplying fire fighting R.R.L. Hose pipe, 63mm dia,15m in length, fitted with necessary accessories complete as per specification no. FF-FFA/RRL Each

396

69

Branch Pipe : Supplying G.M. branch pipe of 63 mm Ø fitted with 20 mm Ø detachable hexagonal nozzle as perspecification No. FF-FFA/NZ Each

397

70

Nozzles (NZ) : Supplying & erecting Gun Metal Chrome plated Nozzle, 19 mm Ø complete as per specification No. FF-FFA/NZ Each

398 4 Fire Brigade Connection (FBC) : Supplying and installing fire brigade Header of 150 mm Ø, for

Each



supplying water in fire tank as per specification No. FFFA/ FBC

399

5

Siamese Connection (SMC) : Supplying and installing fire brigade Header (Siamese Connection) of 150 mm Øfor supplying water to wet riser system as per specification No. FF-FFA/SMC Each

400

2

Air Cushion Tank (Air Vessel) (ACT) : Supplying and installing Air Vessel of 300 mm Ø 1.5m in height M.S. tank installed inside pump house as per specification No. FF-FFA/ACT Each

401

8

Air Release Valve (ARV) : Supplying and erecting 20/25mm Ø G.M.air release cock, with necessary G.I. coupling to be fitted on top of Air vessel or on wet riser as per specification No. FFFFA/ ARV Each

402

12

Pressure Guage (PG) : Supplying and installing pressure gauge of 100 mm Ø., 0- 300 PSI or 0-21 kg per cm square fitted with 12/15 mm Ø. pad cock valve, and G.I. pipe, elbow etc. as per requirement in an approved manner as per specification No. FF-FFA/PG Each

403

12

Pressure Switch (PS) : Supplying and installing DANFOSS make pressure switch with 12/15 mm Ø isolation valve, G.I. nipple, elbow etc. in an approved manner as per specification No. FF-FFA/PS Each

404

70

Orifice Plate (OP) : Supplying and erecting one no. Brass orifice plate having 6 mm. thickness, 140 mm outer dia of 140 mm at every single outlet hydrant valveas per specification No. FFFFA/ OP Each

405

70

MS / CRCA Boxes (BOX) : Supplying and erecting M.S./CRCA cabinet for housing single hydrant valve (size 400 x 400 x 400mm.) made from 16 SWG sheet and angle iron 25 mm. x 25 mm. x 4 mm. having front doors with viewing glass (8"x6") and locking arrangement with necessary fixing material such as rubber bidding etc. duly painted in post box red colour. Each

406

9

Supplying and erecting M.S./CRCA cabinet for housingFire Brigade / SIEMESE connections (size 1250 x 400 x 300 mm.) made from 16 SWG sheet and angle iron 25mm. x 25 mm. x 4 mm. having front doors with viewing glass (8" x 6") and locking arrangement with necessary fixing material such as rubber bidding etc. duly painted in post box red colour. Each

407

3

Supplying and erecting D.C.P. type Fire Extinguisher 5 kg capacity cartridge type with Gun Metal cap 150 gram CO2 gas cartridge, powder and brackets conforming to IS 2171-1985 and complete erected with necessary clamps made from 50x6 mm M.S. flat with nuts & bolts grouted in wall complete Each

408

6

Supplying & erecting Carbon Dioxide (CO2) fire extinguisher of 4.5 kg. Capacity Cartridge type conf. ToIS 2878 /15683 Complete erected with necessary clampmade front 50x6mm. M. S. flat with nut & bolts groutedin wall complete. Each

409 5 Supplying and erecting ABC powder type 'Ceasefire' type fire extinguisher as per IS : 13849 of 1 kg capacity

Each



with necessary clamp for erection on wall. 410

28

Providing round bottom FIRE Bucket of 9 Litres capacity as per IS : 2546 made out of 24 gauge G.I. sheet with extra handle at bottom duly painted white inside and red outside with FIRE Mark, on provided stand/ wall hook. Set

411

7

Providing floor mounting stand for keeping 4 Nos. of FIRE buckets 1500mm in length, 900mm in height frame made out of 30x30x4 mm. angle iron with cross supports for legs, welded with 4 hooks and duly paintedwith one coat of red lead and two coats of silver paint. Each

412

2

Supplying & installing One piece moulded HDP / Fibre water tank. for -ve suction only, having capacity 1000 ltrs.fitted with necessary accessories complete as per specification No. FFFFA/PT Each

413

1

Supplying & erecting of 3.25 km range Siren single phase 220/250 Volts Horizontal double mounting type 1/2 HP 6000 RPM 50 cycles A.C. complete with adjustable foundation. As per specification no. SRN-AS/SM Each

414

1

Getting Approval from Chief Fire Officer of the system,Liasioning with Statutory Authorities by making the required drawings, submission, making revisions, re-submission, arranging for site visits for inspection, obtaining all related statutory authorities including all incidental charges (if any), by making the entire system operational and approved by the authorities. It includes cost of all liaison works Job

Sub-total TOTAL XII ELECTRICAL: i) HT Services & Sub-Station:

415

1

Supplying and Erecting approved make 630 kVA,3 phase, 50 c/s Oil immersed and naturally cooled outdoor type, Copper wound transformer with Energy Efficiency Level -2, BIS Standard with delta connected.on HV side & star connection on LV side with additional neutral brought out on load side,Temp rise should not Exceeding 4000 C by thermometer in oil and4500C by the resistance in winding at full load rating, voltage rating 22/ 0.433 kV with HV tapping( with off load tap changer) Tappings on Transformer For Off Load +5 to -10 in Steps of 2.5% ,with standard accessories complete with Test Certificate withlosses below 1953 watts at 50% load, 5565 watts at 100% loadas per IS:1180 - 2014 Level II as per specification No SS- TR.with necessary permission of Electrical Inspector No.

416

1

Supplying and erecting approved make 22 kV, 630 A, Vacuum Circuit breaker of required rating, on provided MS channels / trench / foundation in an approved manner as per specification no SW-HTS / VCB No.

417 1 Supplying , erecting, testing & commissioning 22kV, 630A, 16kA/3sec, 2Way Outdoor, Extensible motorised

No.



SCADA compatible RMU as per Electric Supply Co. specification conssting of 1No. feeder with Load Break Switch and 1No. feeder with VCB. | <1LBS +1VCB+M> as per specifiaation no. SW-HTS / RMU SCADA

418

6

Providing and erecting Heat shrinkable outdoor termination kit for 22 kV ( E ) XLPE HT cable3x240 to 400 sq mm. with necessary material as per specificationNo. CB-JT/HT No.

419

6

Providing and erecting Heat shrinkable indoor terminationv kit for 22 kV ( E ) XLPE HT cable3x240 to 400 sq. mm. with necessary material as per specification No. CB-JT/HT No.

420

1514

Supplying , erecting & Terminating 3 x 300 sq. mm. 22kV, XLPE(E) armoured cable on wall/ceiling or laid in provided trench / pipe in an approved manner as per specification No. CB-HT Rmt.

421

1

Supplying, erecting, testing, commissioning 22-kV H.T.metering cubical (Compact type) approved by MSEDCL/Licensee fabricated with 2mm.(14 SWG) M.S.sheetswith supporting angle and channel, painted with powder coating / epoxy paint of required shade copper bus bar size 25x6 mm electronic security lock and heavy duty mechanical lock, with counter meter formeasuring no of times the opening of doors, top side cover ( C.T.P.T COVER) interlock with meter doors, epoxy coated 3 nos C.T having required ratio between 5/5A to 100/5A burden 10 VA class 0.2S I.L.12/28/75 KVP epoxy terminal block suitable for provided trivector meter, and provision for incoming and outgoing cables etc complete duly tested by Licensee with necessary Test Certificates and erected on provided plinth/ C.C foundation No.

422

2

Supplying standard first aid box with necessary antiseptic cream, medicine for use on wounds due burn,crepe bandage, gauge bandage, medicated ready to use bandage (Band-aid) adhesive tape for medicinal use, scissors, anti-septic solution (Savlon or similar) etc. (All above contents shall be of standard makes) No.

423

4

Supplying and erecting D.C.P. type Fire Extinguisher 5 kg capacity cartridge type with Gun Metal cap 150 gram CO2 gas cartridge, powder and brackets conforming to IS 2171-1985 and complete erected with necessary clamps made from 50x6 mm M.S. flat with nuts & bolts grouted in wall complete No.

4246

Provided pair of duly tested rubber hand gloves as per IS :340715 suitable for working on 22kV supply. No.

425

10

Supplying and fixing PVC Synthetic elastomer electrically insulating mat with class C insulation conforming to IS: 15652 – 2006 & CPRI tested having 3mm thickness upto 33 kV No.

426 2 Providing and erecting Heat shrinkable Straight throughjoint kit for 22 kV ( E ) XLPE HT cable 3x300 to 400 sq mm. with necessary material as per specification No.

No.



CB-JT/HT 427

2

Providing printed instruction chart for treating persons suffering from electric shock, printed in English & Marathi and duly laminated. No.

428

4

Supplying and erecting mini feeder pillar triple pole with 200A FPMCCB as incomer and 2 outgoing circuitswith HRC Fuse base and Cartridge of 100Aconsists ofn aluminium bus bar 500 V 200 A. complete erected in 14gauge CRCA sheet box with supporting angles, self locks, gasket and slanting top to be erected on provided foundation as per specification No. SW-SWR/MFP No.

429

4

Supplying and erecting mini feeder pillar triple pole with 300A FPMCCB as incomer and 3 outgoing circuitswith HRC Fuse base and Cartridge of 100A consists of aluminium bus bar 500V 300Acomplete erected in 14 gauge CRCA sheet box with supporting angles, self locks, gasket and slanting top to be erected on provided foundation as per per specification No. SW-SWR/MFP No.

430

1

Supplying & erectinginline D. P. Structure for 11/0.415 kV, 200 kVA Transformer with R.S.J. Pole 2 Nos. of size 100 x 116 mm x 11 Mtr. Long with suitable Distribution Box of C.R.C.A. Sheet 16 SWG (size 4 SqMtr.) with 4 Pole MCCB 300 Amps as incomer & 6 Nos. 100 Amps Kitkat for outing circuits. Transformer D.P. Structure includes the A. B. Switch 200 Amps, D.O. fuse Set & L.A. Set. 2 Nos.Top channel of size 100 mmx 50 mm for erection of A.B. Switch & 2 Nos. Base channel of size 100 mm x 50 x mm for erecting Transformer. Channel of size 75 x40 mm for erecting D.O. Fuse Set, L.A., A.B. Switch handle etc.Angle of size 50 x 50x6 mm for erecting Distribution Box , Transformer Belt etc.as per drawing (min. 124 Kg. iron work ) with neccessary clamps, Nutbolts. Vee cross arm, top clip, insulators etc. complete with caution board & barbed wire.D.P. Structure shall be erected in c.c. foundation complete. No.

Sub-total ii) Main LT Panal:

431

1

Supplying and erecting Air circuit breaker non-drawout type of 800A, 500V, 3 pole with having S.C. rating 50 kA (Ics=Icu=Icw for 1s), standard acccessories on provided iron frame as per specification No. SW SWR/ACB No.

432

1

Supplying and erecting Bus bar chamber triple pole with neutral with four aluminium bars, 500V 1200A (800AX1.5 times) complete as per specification no. CP-BB No.

433 1 Supplying and erecting Intelligent flush mounted Maximum Demand Controller panel meter three phase four wire 50-550 V Phase to phase Aux Supply 90-300VAC/DC CT secondary site selectable 1A/5A, CT /PT site programmable, class 1 Flush mounted 96 x 96 mm meter, Datalog 8MB, 4 realy output Time of Day (TOD) 6 slots available, block / sliding window

No.



site selectable with V, A, F, kW, kVA, kVAr, kWH, kVAh,kVArh, PF, run hr, Onhr, Intr, Phase angle, THD, events, neutral current, Max Demand (with RTC) viewing in LCD multi function meter with LCD displaycomplete class -1 accuracy with RS 485 communicationprotocol with wriringmconnections and mounting hardware on provided panels complete with calibration certificate from manufacturer.

434

1

Supplying and erecting 75 kVAR, 415 V Three phase, 50 cycles, THYRISTER SWITCHED MICRO APFC PASSIVE FILTER PANEL, consisting of suitable steps of APP type capacitor units confirming to IS- 13585 ( Part – I ) 1994 with harmonic filter reactors, as per specification no ESD-APFC No.

435

22

Providing & erecting 3 Pole MCCB upto 100A, 415V capacity with S.C. rating 25 kA (Ics=100% of Icu), thermal setting with provided leads on iron frame/wooden board as per specification No. SW-SWR/MCCB No.

436

6

Providing & erecting 3 Pole MCCB of 200A, 415V capacity with S.C. rating 25 kA (Ics=100% of Icu) thermal and magnetic setting with provided leads on iron frame/wooden board as per specification no. SW-SWR/MCCB No.

437

2

Providing & erecting 3 Pole MCCB of 250A,415V capacity with S.C. rating 36 kA (Ics=100% of Icu),thermal and magnetic setting with provided leads on iron frame/wooden board as per specification No. SW-SWR/MCCB No.

438

1

Supplying and erecting approved make ON LOAD FourPole Automatic Transfer Switch suitable for 440V, 50 Hz, 800A capacity conforming to IEC: 60947-1 & IEC: 947-6-1/ IS: 13947-1, with Enclosure, automatic/manual inbuilt Time delay, high transfer speed, excellent breaking capacity, superior making capacity, compact & light weight, erected on provided angle iron frame and connected with provided leads. No.

439

449

Providing and fixing sheet metal work in CRCA sheet with fabrication of boxes panel boards etc. including cutting, bending, drilling, welding, rivetting etc. treated with anti-rust treament and duly power coated or painted with one coat of red lead paint and 2 coats of enamel paint as directed. Kg.

440

1

Supplying, installtion & marking of Surge arrestor/ Surge Protection Device at the main distribution board after the incoming breaker of Type 1+2 conforming to IEC 61643- II tested for Imax 50 kA for Three Phase & Neutral as per specification no. CP-SPD. No.

441

50

Supplying , erecting & Terminating PVC armoured cable 3-1/2 core 300 sq mm aluminium conductor with continuous 12.97 sq mm (8 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL Rmt.



442

280

Supplying, erecting & terminating PVC armoured cable3½ core 120 sq mm aluminiumconductor with continuous 12.97 sq mm (8 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL Rmt.

443

575

Supplying, erecting & terminating PVC armoured cable3½ core 95 sq mm aluminium conductor with continuous 8.35 sq mm (10 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL Rmt.

444

270

Supplying, erecting & terminating PVC armouredcable 3½ core 50 sq mmaluminium conductor with continuous 5.48 sq mm (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL Rmt.

445

1013

Supplying and laying (including excavation) 120 mm outside dia. double wall corrugated pipes (DWC)of HDPE for enclosing cable below ground/road surface, to required depth complete Rmt.

446

54

Providing earthing with Copper earth plate size 30 x 30 x 0.315 cm complete with all materials, testing & recording the results as per specification No.EA-EP Each

447

432

Supplying and erecting GI stripof required size used forearthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint in an approved manner with joints required. As per specification No EA-EP. Kg.

448

1

Providing & erecting epoxy straight through joint outdoor/indoor for LT PVC armoured cable70 to 95 sq mm cable, with necessary material as per specification No. CBJT/ LT Each

449

4

Providing & erecting epoxy straight through joint outdoor/indoor forLTPVC armoured cable120 to 185 sqmm cable, with necessary material as per specification No. CBJT/ LT Each

450

8

Providing & erecting epoxy outdoor / indoorend termination kit for LTPVC armoured cable 25 to 50 sq mm. cable, with necessary material as per specification No. CBJT/ LT Each

451

12

Providing & erecting epoxy outdoor / indoorend termination kit for LTPVC armoured cable 70 to 150 sq mm. cable, with necessary material as per specification No. CB-JT/LT Each

452

2

Providing & erecting epoxy outdoor / indoorend termination kit for LT PVC armoured cable 185 to 300 sq mm. cable, with necessary material as per specification No. CB-JT/LT Each

Sub-total iii) Diesel Generator set:

453 1.00 Supplying, Erecting and Commissioning ofDiesel generating set with alternator of 320 kVA

Each



outputcontinuous rating, 3 Phase, 415 V, 50c/s 0.8 p. f. A.C a totally enclosed air cooled / liquid cooled multi-cylinder diesel engine developing suitable BHP at 1500 rpm with 10% overload for 1 hour in 12 hours, alongwith standard accessories, self-excited, self-regulated, screen protected alternator with static excitation system running at 1500 RPM as per IS 4722-2001 with voltage regulation +/- 5 %. Both the engine and alternator direct coupled on a common fabricated steel base frame and mounted on anti-vibrating pads with standard control panel comprising meters, switchgears, indicators connected with suitable wires/cables, the complete set enclosed in composite Acoustic enclosure as fully assembled integral unit made of 16 SWG CRCA Sheet, sound absorbing material to restrict sound level upto 75 dB at 1.0 m, provided with first filling of oil, diesel etc. andobtainingnecessary approval from Electrical Inspectoras per specification no. GEN-DG

454

1.00

Supplying, erecting, testing and commissioning of Microprocessor based AMF panel suitable for Diesel Generating Set of above 250 kVA upto 320 kVA capacity Single/Three phase, 230/415 Volts, 50Hz A.C. with all standard features, safeties etc as per specification no. GENAMF. No.

455

19.00

Providing & erecting Hot deeped Galvanised Perforatedtype Cable tray manufactured from 16 swg (1.60mm thick) GI sheet of 300 mm width & 75 mm height complete with necessary coupler plates & hardware in approved manner. Rmt.

456

20.00

Providing & erecting Hot deeped Galvanised Perforatedtype Cable tray manufactured from 16 swg (1.6 mm thick) GI sheet of 400mm width & 75 mm height complete with necessary coupler plates & hardware in approved manner. Rmt.

457

1.00

Providing & erecting 3 Pole MCCB of 315/400A, 415Vcapacity with S.C. rating 36 kA (Ics=100% of Icu), thermal and magnetic setting with provided leads on iron frame as per specification No. SW-SWR/MCCB No.

458

1.00

Supplying and erecting Intelligent flush mounted Maximum Demand Controller panel meter three phase four wire 50-550 V Phase to phase Aux Supply 90-300VAC/DC CT secondary site selectable 1A/5A, CT /PT site programmable, class 1 Flush mounted 96 x 96 mm meter, Datalog 8MB, 4 realy output Time of Day (TOD) 6 slots available, block / sliding window site selectable with V, A, F, kW, kVA, kVAr, kWH, kVAh,kVArh, PF, run hr, Onhr, Intr, Phase angle, THD, events, neutral current, Max Demand (with RTC) viewing in LCD multi function meter with LCD displaycomplete class -1 accuracy with RS 485 communicationprotocol with wriring connections and mounting hardware on provided panels complete with calibration certificate from manufacturer. No.



Sub-total iv) Pumps:

459

3

Supplying and erecting ISI mark Centrifugal water pump (Monoblock) 415V, three phase 50 cycles A.C.supply of 7.5 HP with discharge 4.5/8.6 Liters per second (LPS) for head of 32/52 m and 65 mm suction/ 50 mm delivery pipe of size or with discharge of 11.1/19.9 Liters per second (LPS) for head of 16/30m and 80 mm suction/ 65 mm delivery pipe of size,on provided c c foundation as per specification No. WP-CGP Each

460

3

Supplying and erecting D.O.L. Starter 400V. 3 phase, 50 cycles with no volt coil and overload element with necessary materials and connected to supply upto 7.5 H.P. .(Similar to L & T make MK-1 DOL Model) Each

461

3

Supplying and erecting pump protection relay comprising current sensing phase failure and UV+OV relay with dry run and overload protection suitable for 3phase pumps.(Similar to Minilec -D2 MPR 2 model) Each

462

18

Supplying & erecting Water lavel controller 230/ 415V AC., Four way for under ground & Over head tank operation. Each

46318

Supplying & erecting PVC coated 5mm dia Brass Sensor /electrode duly wired with nut & bolts complete. Each

464

200

Supplying, erecting & terminating PVC armoured cable3½ core 70 sq mm aluminium conductor with continuous 8.35 sq mm (10 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL No.

465

1580

Supplying, erecting & terminating PVC armoured cable4 core 6 sq mmaluminium conductor with continuous 5.48 sq mm (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL No.

Sub-total v) Street Lightining:

466

675

Supplying, erecting & terminating PVC armoured cable3½ core 50 sq mm aluminium conductor with continuous 5.48 sq mm (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL. Rmt.

467

144

Supplying and erecting LED Flood light fitting of 200W, including lamp, with PF > 0.95,class IP 65 and above Housing of pressure die cast alluminium alloy and heat sink extruded alluminium complete per specification No FGODF/ FLS-2 No.

468 8 Supplying and erecting Programmable Digital Almanac Timer Microcontroller based with real time clock to operate on derived switching“ON” & switching “OFF” street light as per daily sunset and sunrise respectively automatically having 4 digit LED continuous time

No.



display, relay output 230V / 10A with 10 Hrs battery backup and manual over drive facility capable to drive different capacity contactors timer erected in MS box inan approved manner.

469

8

Supplying and erecting 4 pole power contactor 440V 40A for time switch complete erected on wooden block/provided box, with necessary materials. No.

470

1

Supplying and erecting approved make ON LOAD FourPole Automatic Transfer Switch suitable for 440V, 50 Hz, 100A capacity conforming to IEC: 60947-1 & IEC: 947-6-1/ IS: 13947-1, with Enclosure, automatic/manual inbuilt Time delay, high transfer speed, excellent breaking capacity, superior making capacity, compact & light weight, erected on provided angle iron frame and connected with provided leads. No.

471

16

Supplying, erecting & marking TPMCB 6A to 32A, C-series (for motor/power) in provided distribution board as per specification No. SW-SWR/MCB No.

472

3

Providing & erecting 3 Pole MCCB upto 100A, 415V capacity with S.C. rating 25 kA (Ics=100% of Icu), thermal setting with provided leads on iron frame/wooden board as per specification No. SW-SWR/MCCB No.

473

8

Supplying, erecting & marking TPMCB 40A to 63A in provided distribution board as per specification No. SW-SWR/MCB No.

474

140

Providing and fixing sheet metal work in CRCA sheet with fabrication of boxes panel boards etc. including cutting, bending, drilling, welding, rivetting etc. treated with anti-rust treament and duly power coated or painted with one coat of red lead paint and 2 coats of enamel paint as directed. Kg.

475

475

Supplying, erecting & terminating PVC armoured cable3½ core 25 sq mm aluminium conductor with continuous 5.48 sq mm (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL Rmt.

476

8180

Supplying, erecting & terminating PVC armoured cable4 core 16 sq mmaluminium conductor with continuous 5.48 sq mm (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL Rmt.

477

2747

Supplying PVC insulated PVC round sheathed 2.5 sq.mm (50 no. x 0.25 mm dia.) 3 core flexible multi stranded copper Industrial cable for voltage grade up to 1.1 kV PWD DSR No. Rmt.

478

120

Supplying & erecting mains with 4x25 sq.mm F.R copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places as per specification No: WG-MA/BW Rmt.

479 5600 Supplying and laying (including excavation) 90mm outside dia. double wall corrugated pipes (DWC) of

Rmt.



HDPE for enclosing cable below ground/road surface, to required depth complete.

480

200

Supplying, erecting & terminating PVC armoured cable4core 4 sq mm copper conductor continuous 5.48 sq mm (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/CU Rmt.

481

308

Providing & erecting 9 m high (clear height) galvanisedOCTAGONAL pole with foundation bolts having bottom of 155 mm A/F, top 70 mm A/F on provided foundation as per specification No.OH-PL/OPL No.

482

10

Supplying and erecting 30 m (clear height) High Mast (Top-200mm, Bottom- 560 mm) with lowering and raising motorized unit, lantern carriage assembly suitable for max. 16 nos. luminaries and its control gearbox, lightning finial, arrangement for fixing aviation light and foundation bolts on provided foundation as per specification No. OH-PL/HM (excluding luminariesand CG Boxes). No.

483

308

Supplying and erecting LED Flood light fitting of 90-100W, including lamp, with PF > 0.95, class IP 65 and above Housing of pressure dia. cast alluminium alloy and heat sink extruded alluminium complete per specification No FGODF/ FLS-2. No.

484

308

Supplying and erecting street light bracket single fittingmade from 40 mm. dia B class G.I. pipe,1 m. in length along with pole cap of 300 mm length and 100mm dia duly with provided leads as per specification No FG- BKT/ BPC No.

485

2.50

Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in positionmaking riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete. M.T.

486

308

Supplying, erecting & marking SPMCB 6A to 32A, C-series (for motor/ power) in provided distribution board as per specification No. SW-SWR/MCB No.

487

308

Supplying and erecting pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification No. EAEP No.

488

10

Supplying and erecting Outdoor stand mounted feeder pillar for highmast of the same manufacturer with 63A TPN MCB incomer, single dial timer switch, 45 A TP contactor for automatic switching of luminaries, 2 no 9A contactors and raise/lower push button, and provision for termination of Incoming minimum 35 sq. mm and outgoing minimum 16 & 2.5 sq. mm cables complete erected in min. 14 guage CRCA sheet box powder coated with supporting angles, self lock, gasket and slanting top erected on CC foundation in an approved manner. No.



489

30

Supplying and erecting Control gear for non Integral flood light fittings suitable for 2x400W /MH lamp with all accessories like gearbox and lamp complete. (PHILIPS-RVP302 2x400W HPI-T or equivalent) No.

49060

Supplying and erecting Metal Halide lamp double ended 230V, 400 W. PWD DSR No. No.

491

10

Supplying & erecting non integral symmetric wide beam flood light luminaries suitable for 1x2000W MH lamp on provided bracket including gearbox and lamp complete. (PHILIPS-HNF012 1x 2KW HPI-T or equivalent) No.

Sub-total vi) Earthling and Lightning Protection:

492

14

Supplying & erecting conventional spike type air termination suitable to carry lightning stroke made up of heavy gauge 40 mm dia copper pipe of standard length with 5 Nos. copper spikes fixed on copper ball asair terminals duly threaded in copper pipe erected on provided foundation in an approved manner. No.

Sub-total vii) Point Wiring:

493

180

Point wiring for light point/Exhaust fan in lobby/ terrace/parking consealed type in min 20 mm PVC conduit with 1.5sq.mm. FR grade copper wires withmoduler type one way switch switch and required accessaries as per specification No: WG-PW/CW. Point

494

12

Wiring for plug on board with switch socket with copper wiring and earthing as per specification No:WG-PW/SW. Point

495

27

Point wiring for independent plug, concealed type in min 20 mm PVC conduit with 1.5 sq.mm (2+1E) FR grade copper wires, modular type switch and socket, earthing and required accessories as per specification No WG-PW/SW Point

496

3

Supplying and erecting modular type switch 16A & modular type 3 pin 6/16A multi socket with safety shutter ISI mark approved make duly erected on provided plate and box with wiring connections complete. Supplying & erecting mains with 3x2.5 Sq.mm F.R stranded/solid copper PVC insulated wire laid in provided conduit/ trunking/inside pole/Bus bars or any other places as per specification No: WG-MA/BW Supplying and laying rigid PVC conduit 25 mm dia. with PVC accessories on wall/ceiling as per specification No: WG-MA/CON. No.

497

6

Supplying and erecting metal clad distribution board approved make 250V. 8 way, 32A. per way & neutral bar connector complete erected on iron frame/ wooden plank or Board as per specification no. SW- SWR/MDB. With 6 NO of SPMCB 6A to 32A, B- series (for lighting) & 1 NO of RCCB+MCB, electro magnetic type 6kA. 6 A to 32 A B-series (for lighting) in provided distribution board as per specification no. SW-SWR/MCB. No.



498

2

Supplying & erecting modular type telephone socket one gang with safety shutter ISI mark approved make duly erected on provided plate and box with telephone cable 2-pair with 0.5mm dia. laid in provided PVC casing / conduit wiring connections complete. as per specification No. WG-TW Point

499

500

Supplying & erecting mains 2x1.5 sq.mm. and earth wire 1.5 sq.mm. FR PVC insulated copper wire, in rigidPVC conduit min.20mm dia, as per specification No: WG-MA/BW. Rmt.

500

600

Supplying & erecting sub mains with 2x2.5 sq.mm.and earth wire 2.5 sqmm FR PVC copper wire, in rigid PVC conduit min.20mm dia, as per specification No:WG-MA/PC Rmt.

501

601

Supplying & erecting telephone cable 4-pair with 0.5 mm dia. laid in provided PVC casing / conduit as per specification No. WG-TW (1_10_4) Rmt.

502

596

Supplying & laying rigid PVC conduit 20 mm dia. with PVC accessories on wall/ceiling as per specification No: WG-MA/CON Rmt.

Sub-total viii) Light Fixtures:

503

54

Supplying & erecting approved make 1 x 28W T-5 white stove enamelled / powder coated box type fluo.fitting with 28 W electronic ballast having pf > 0.9 fixed at ceiling or on wall as per specification No. FG-IDF/BFF No.

504100

Supplying & erecting approved make LF10-005-xxx-WW-10* 5W Wipro or Equivalent (LED Strip) Rmt.

505

100

Supplying & erecting approved make LED Bush Light LF15-003-045 -ww-xx3 x 1W 230V Wipro or equivalent No.

50616

Supplying & erecting approved make CH7090 90W Warm white changi or equivalent No.

507

54

Supplying and erecting T5 28 W energy efficient fluroscent tube. Additional specification and equivalent range model/make sample selection as directed by engg-in-charge. No.

508

10

Supplying and erecting LED square / circular 13 to 15W downlighter having pressure diecast aluminum housing, opal translucent cover, mounting arrangement with board for surface type or spring loaded mounting clips for flush type complete. No.

509

48

Supplying and erecting LED Bollard of wipro LB10-003-360-WW-08 Additional specification and equivalent range model/make sample selection as directed by engg-in-charge. No.

510

4

Supplying and erecting regular/ standard model Ceiling fan of 1200mm. sweep complete erected in position as per specifcation no. FG-FN/CF No.

511

2

Supplying and erecting Exhaust fan heavy duty 230 V, A.C. 50 cycles 375/380 mm. 900 RPM complete erected in position as per specifcation no. FG-FN/EXF No.

Sub-total



ix) Security system: 512

67

IR bullet camera: 2 Megha Fixal HD BULLET 50 MTRS CAMERA 1/3" Sony Exmor Sensor, 3.6 mm fixed lens, OSD, ICR, 20 Mtrs, IR Range. 0.1 Lux Rang30 mtrs. No.

513

10

IP PTZ camera: HD IP PTZ Camera Minimum Resolution (Color): Full HD,Body Type: Plastic / Aluminiumoutdoor, Zoom:35Xoptical&12Xdigital. No.

514

1

Network Video Recorder: Network Video Recorder of 64 Channels. Additional specification and equivalent range model selection as directed by engg-in-charge. No.

515

3000

Supplying & installing Single Mode OS1/OS2 - Armoured - 6 Core OS1/OS2 Armoured Single mode Optical Fiber of size 50/125μm. 10/40 Gbps Speed.In Provided Underground HDPE Pipe mtrs

516

3000

Supplying, erecting & terminating PVC armoured cable2 core 4sq mm aluminium conductor with continuous 5.48 sq mm (12 SWG) G.I. earth wire complete erectedwith glands & lugs,on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL mtrs

517

4

Supply, Installation, testing and commissioning only SONY X-REALITY Pro KDL-24W600A series 24'' (60cm) LED TV with standard fitting. Additional specification and equivalent range model selection as directed by engg-in-charge. No.

518

2

Supplying and erecting window model mounted type room Air - conditioner 3 star 230/250V 50 cycles singlephase A.C.supply 1 TR capacity complete at position in provided recess with wooden frame as per specification No. AP-AC/WAC No.

519

30

Supplying & erecting copper pipe suitable for refrigeration system having 22 gauge thickness and inner dia. / size 22mm complete. Rmt.

520

77

Supplying and erecting ISI mark G.I. pipe pole ‘B’ grade 80 mm dia 6 m long with pole cap, base plate in provided foundation as per specification No. OH-PL/GIP No.

521

2500

Supplying and laying (including excavation) 50 mm outside dia. double wall corrugated pipes (DWC)of HDPE for enclosing cable below ground/road surface, to required depth complete. Rmt.

522

2

Supplying, fixing, and configuring 48 Ports Managed Gigabit Switches Layer-2 48 10/100/1000 Base-T ports L2+ Management Switch with 4 10GE SFP+ ports ( New) No.

Sub-total x) Civil works: a.) Hume pipes:

523

90




524

200

Supplying & laying (including excavation) 25cm dia. RCC Hume pipe of standard thickness at required depthup to 90cms. below road / ground surface, for covering provided cable & necessary back filling with light ramming to make the road/ground surface as it was (Except bitumen carpet). Rmt.

525

1300

Supplying & laying (including excavation) 25cm dia. half round RCC Hume pipe of standard thickness at required depth up to 90 cms. below road / ground surface, for enclosing provided cable & necessary backfilling with light ramming to make the road/ground surface as it was (Except bitumen carpet). Rmt.

526

5

Providing and casting in situ cement concrete in M-20 of trap/granite/ quartzite/ gneiss metal for R.C.C. Inspection Chamber 95cmx 95cmx 75cm as per detaileddesigns and drawings on a M10 concrete bed or as directed including necessary excavation in all strata, fixing reinforcement as per drawing, finish internal surfase by smooth ccement plaster for watertighting, centering, formwork, cover blocks, compaction and roughening the surface if special finish is to be providedand curing complete. (Including reinforcement concrete-0.72cum.). (For M20 cement 6.90 bags / cum & For M10 cement 4.05 bags) With crushed sand and without R.C.C. Cover Spec No: As directed by engineerin-charge. (Steel-42.62kg.) (Every additional 100mm depth contractor shall be pay Rs.112.41/Cm. and vice-versa if depth reduced recover rate Rs.106.32/Cm.) No.

527

308

Providing & casting of M-20 grade reinforced cement concreate (RCC) foundation suitable of 9M TO 10M high octogonal/conical GI pole considering the safe soilbearing capacity at site as 10T/sqmm at 1.5M deapth including supply of steel concreate excavation and fixing provided nut bolts with the help of template as per design in an approved manner. No.

528

9

Providing & casting of M-20 grade reinforced cement concreate (RCC) foundation suitable of 30M high octogonal/conical GI pole considering the safe soil bearing capacity at site as 10T/sqmm at 1.5M deapth including supply of steel concreate excavation and fixing provided nut bolts with the help of template as per design in an approved manner. No.

Sub-total TOTAL XIII MISCELLANEOUS WORK

529

2.00

Providing & fixing 20mm thick back granite inauguration/ Foundation stone of size (1.1X1.6m approx) for name boards pested over it alphabets and numerals desired shade & text as per directed by Engineer-in-charge, alphabets and numbers cut made using Electro Cutable Film with computerized cutting plotter. No.

530 120.00 Providing fixing & erecting wooden name boards made of M.S tube frame of section 20x20 mm & of required

Sqm.



size up to 8’x24’ covered with digital printed flex sheetof desired shade & text as approved by Engineer-in-charge providing & fixing wooden name boards made of M.S tube frame of section 20x20 mm & of required size up to 8’x24’ covered with digital printed flex sheetof desired shade & text as approved by Engineer-in-charge.

531

2.00

Constructions of inauguration stage/other stages of required size about 2’-6” to 4-6” height using casurina ballies frame @ 2’-0” c/c vertically, horizontally and also diagonally with 20mm thick commercial boards ontop covered with new synthetic needle punch non-wooven carpet of good quality and of required shade, shall be decorated nicely including steps on both sides. (On hire basis). Job.

532

2.00

Providing hanger structure (Pandal/Mandap) with steel frame in the form similar to aircraft hanger covered with waterproof & fire flame retardant sheet like S.R.F (Shri ram fabric or eq.) /G.I.sheet which shall be strongenough to sustain the highspeed wind load, centre height about up to 5.5 mtr and span from 10 to 30 mtr as per requirement (50mx25m) i/c P/F fabric ceiling with new approved fabric,back & top side covering with fabric of approved quality & supporting frame properly. complete & as per the direction of Engineer-in-charge. (All on hire basis). Job.

533

2.00

Supplying PA System with mike podium, necessary flood lighting, decorative lighting, event management atthe time of inauguration as approved by Architect/ Engineer-In-Charge direction. (On hire basis). Job.

534

600.00

Supplying VIP cushion chairs (Seat & back)/ plastic chairs in pretty good condition for inauguration etc. at site including loading, unloading, cartage etc. and as perthe direction of Engineer-in-Charge. (On hire basis). No.

535

2.00

Floral decoration of frontage of exhibition inaugural stages as per sketch/ as per the direction and design of Architect. Job.

536

2.00

Providing and supplying flower bouquets of desired kinds and shade/ other incidental expences as directed by architect with necessary event management facility. Job.

537

150.00

Drilling truely vertical bore-well hole in earth at location shown in drawing by sutable hydrolic borewellmachine 150mm dia. in all kinds of strata including sinking/ withdrawal of drilling pipes and accessories etc. complete. Additional specification as directed by engineer-in-charge. Rmt.

538 3.00 Providing & Installing truely vertical approx 9m long 150mm dia. 10kg/cm2 PVC casing pipe lay in bore wellpit as per specifications including nylon rope for holding to pump with instalation of HDPE pipe approx max. length 60m long suitable for delivery head of pump (Dia.) including fixing top cap for 150mm dia. PVC pipe already laid with necessary bend, union, clamps, socket & other hardware accessories etc.

Job.



complete. Additional specification as directed by engineer-in-charge.

539

3.00

Supplying and erecting submersible pump set suitable for open well erection on open well of required HP with415 V 50 c/s.A.C. supply, having delivery head from 21to 7 m and discharge from 200 to 800 Itrs. per minute (Max efficiency at 16 m head & 500 Itr discharge) & delivery pipe of necessary diameter erected with necessary H type clamps as per specification No. WP-OSP No.

540

3.00

Supplying & erecting automatic control panel for 1 to 6 HP centrifugal/ submersible pump set consisting of DOL starter, S.P.P., Water level controller, ammeter, voltmeter, phase indicating lamp etc. 4 way for U/G tank.& OH tank. No.

541

75.00

Supplying , erecting & Terminating PVC armoured cable 3 core 2.5 sq mm aluminium conductor with continuous 5.48 sq mm (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL Rmt.

542

270.00

Providing and fixing on walls/ ceiling/ floor 50 mm dia.CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Rmt.

TOTAL XV OPREATION AND MAINTENANCE: i) Landscape maintenance:

543

24275.00

Maintenance of garden in all respect for keeping gardening in good condition such as weeding, cleaning,watering,cutting,gap filling, manuaring, cutting (lawn,hedges,trees,flowers,etc) and composting,preparation of bed plantation, trees, shrubs,ground cover ,flowerbed , lawn etc.with toilet washing and cleaning.)(Contractor shall supply water by his own water tanker)

PerSqmPer

Month

54430.00

Removing wire fencing with iron/C.C.fencing posts andstacking the materials complete. Rmt.

54511.73

Dismantling the R.C.C. work 1:2:4 and sorting out the materials such as steel etc. as directed. Cum.

Sub-total ii) Electrical & Fire fighting maintenance:

546

Supply of labours for daily-rutin maintainance of the electrical & fire fighting work :- Supply of Skilled labours for maintaining electrical & fire fighting fault clearing work. The labour should have accidental insurance & to carry out the above work at the contractors risk & cost.

24.00a.) RESIDENT ENGINEER (Diploma in Electrical engineering)1 full-time (For Day-1)

Month

1460.00b.) Electrician (Skilled Labour) full-time (For Day-1 & For night-1) Day

730.00 c.) Skilled labour full-time (Day-3 & night-2) Day 1460.00 d.) HELPER (Un-skilled labour) (Day-2 & For night-1) Day



547 Diesel generator set AMC

240.00Commissioning and maintainance of Diesel generator set including cost of diesel and lubricant cost.

PerHr.

Sub-total TOTAL of Sections A

PIMPRI-CHINCHWAD NEW TOWN DEVELOPMENT AUTHORITY, AKURDI, PUNE-44.NAME OF WORK: DEVELOPMENT OF OUTDOOR EXHIBITION AND PARK LAND IN SECTOR-5

AND 8 AT MOSHI, PUNE-412105. Schedule B

ItemNo.

Quantityestimate,but maybe moreor less

Detail Description of Item UnitRate (infigure)

Rs.

Rate (inwords)

Rs.Amount

SECTION B548 1 QUALITY CONTROL AND TESTING

CHARGES:Re-embersment made to the contractor for material wherever required on the basis of testing frequence and charges fixed by vigilance and quality control circle pune or Government lab i.e college of engineering or Govtment polytecnin Pune for current year after

LS 1724355.00

SeventeenLakh

TwentyFour

ThousandThree

Hundred

1724355



producing original Receipts (Material Testing Charges,Water Connection Charges,MSEDCL Connection chrages-This charges will be paid at actual only after submitting original receipt by contractor )

Fifty Fiveonly

ROYALTY 549

103258.3

Making Reimbursement to contractor against Royalty charges of natural material like , Rubble, Murum, Soil, Hand broken metal etc. after producing the necessary receipts and no dues certificate of royalty charges from competent revenue authority by the contractor before finalization of final bill of the work, otherwise the same will be paid directly to competent authority. Additional spec as directed by engineer-in-charge. Cum 141.34

OneHundredFourty

One andThirty

Four Paise 14594521

TOTAL of Section B 16318876

Note:-

1.Contrctor shall quote rate in Section A of schedule B only.

2.In Section B Quality Control and Testing charges and Royalty is considered.Contractor shall not quotefor this.Contractor shall get payment in this section after submitting original receipt only.

Technical Specification and Additional Specification

GENERAL NOTE FOR SPECIFICATION

a) For building work relevant specifications of PWD/CPWD/NBC/IS Codes will be applicable in thegiven order of preference.

b) For road work/ Infrastructure work relevant specifications of MORT & H, PWD, IRC, guidelines/IS codes shall be applicable in the given order of preference.

c) For Waters supply, plumbing works, and drainage work relevant specifications of MJP, PWD,CPHEEO Manual, IS codes shall be applicable in the given order of Preference.

d) Electrical work specification as per PWD/CPWD/NBC/IS Codes will be applicable in the givenorder of preference.

e) Wherever no provisions are available in the above specification, international specification / setgood Engineering practices and direction of Engineer in charge shall be applicable.



ADDITIONAL SPECIFICATION SHOULD INCLUDE FOLLOWING

a) Excavation in building works shall be measured up to size of PCC only, and without any sideslope. Additional Excavation done for working space / continence shall be incidental to the workand no extra payment shall be considered for it.

Sub Head-I : INFRASTRUCTURE AND SITE DEVELOPMENT

SPECIFICATIONS

Item

No.

Description Of Item SSRItemNo.

Specification No.

Additional Specification

1 Cutting down trees including trunks and branches with girths following andstacking the materials neatly with all lifts and lead of 1000m. as directed andearth filling in the depression/pit if any.

(a.) 30cm to 60cm.

(b.) 60cm to 90 cm.

2.01

2.02

MORTH 201

The removed material shall be treated as belongs to the contractor and same shall be disposed off suitably by him. &work shall carried out as directed by Engineer-incharge.Sq.mt



(c.) 90cm to 180cm.

(d.) 180cm to 270cm

2.03

2.04

2 Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. complete.

21.33

As directed by Engineer in charge


3 Removing grass, gazer grass and disposing off out of building premises including making clean the ground by shovel and phavaras etc. complete.

21.34



4 Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately.

7.25 MORTH 202 The removed material shall be treated as belongs to the contractor and same shall be disposed off suitably by him. &work shall carried out as directed by Engineer-incharge.Sq.mt

5 Removing Np2 and Np3 class pipes including stacking at road side as directed by the Engineer in charge. Upto 900mm dia. etc. complete.

a) Upto 900mm dia.

b) 900mm dia. and above.

46.30

46.31



6 Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthernbunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of superintending Engineer will be necessary)

12.22

BR 4 Page No 104.105

Work shall be execuated as per standard specification &as directed by Engineer-incharge



Earthwork in embankment for plot:

1 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment orstacking as directed

2.11 MORTH 301 a) The sizes of Length, width and depth of excavation shown on drawing are probable and may vary in actual execution. b) The decision regarding strataclassification will be takenby the Engineer-in-charge and shall be final and binding on the Contractor. c) Only approved material shallbe used for backfilling. d) The strata on final excavation shall be broght to the notice and got approved by the Engineer-in-charge, before commencing further work.

2 Excavation for roadway in hard murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m.and spreading for embankment or stacking as directed.

2.13 MORTH 301 a) The sizes of Length, width and depth of excavation shown on drawing are probable and may vary in actual execution.. b) The decision regarding strataclassification will be takenby the Engineer-in-charge and shall be final and binding on the Contractor. c) Only approved material shallbe used for backfilling. d) The strata on final excavation shall be broght to the notice and got approved by the Engineer-in-charge, before commencing further work.

3 Excavation for roadway in soft rock including dressing section to the required grade, camber and side slopesand conveying the excavated materials with all lifts upto a lead of 50m.and spreading for embankment or stacking as directed.

2.14 MORTH 301 a) The sizes of Length, width and depth of excavation shown on drawing are probable and may vary in actual execution.. b) The decision regarding strataclassification will be takenby the Engineer-in-charge and shall be final and binding on the Contractor. c) Only approved material shallbe used for backfilling. d) The strata on final excavation shall be broght to the notice



and got approved by the Engineer-in-charge, before commencing further work.

4 Excavation for plot leveling in hard-rock by following method including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.

a) Controlled blasting

b) Wedging/chiseling or line drilling

2.15

2.16

MORTH 301 a) The sizes of Length, width and depth of excavation shown on drawing are probable and may vary in actual execution.. b) The decision regarding strataclassification will be takenby the Engineer-in-charge and shall be final and binding on the Contractor. c) Only approved material shallbe used for backfilling. d) The strata on final excavation shall be broght to the notice and got approved by the Engineer-in-charge, before commencing further work.

5 Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97 % of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with Power roller.

2.24 MORTH 305 Work shall be execuated as per standard specification &as directed by Engineer-incharge

6 Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed


7 Transporting the excavated material within PCMC limits within distance 0.00 to 1.00Km from site including loading unloading etc. complete. Additional specification as directed by engineer in charge.




8 Providing earth work in embankment with approved materials obtained from departmental land or other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with vibratory roller to achieve not less than97 % of standard proctor density etc.complete


9 Supplying crushed metal 6mm of trap/ granite/ quartzite/ gneiss stone metal atthe quarry site including conveying and stacking for use in bituminous road surface


10 Spreading crushed metal 6mm metal including sectioning complete


11 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material


12 Wet Mix Macadam Providing, laying,spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, layingin uniform layers with paver in subbase / base course on well preparedsurface and compacting with vibratory roller to achieve the desired density




13 Prime coat: Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means


14 Modified Penetration Macadam (MPM): Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of VG-30 grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existingWBM surface.

3.35 IRC-SP-20, 2002 Clause No.8.7.3


15 Tack coat: Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.VG-30 bulk bitumen


16 Bituminous Macadam (BM):Proving and laying bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder, transported to site with VTS , laid overa previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 80/100 mm compacted thickness with 3.3 % VG-30 Bitumen. -- USING 80 TPH Batch mix type hot mix plant with SCADA, Sensor Paver, Intelligent Compactor with compaction




analyzer and V-Sat attachment.

17 Dense Graded Bituminous Macadam (DBM): Proving and layingdense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder VG-30 Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING 80 TPH Batch mix type hot mix plant with SCADA, Sensor Paver, Intelligent Compactor with compaction analyzer and V-Sat attachment with Stone Dust filler


18 Bituminous Concrete (BC): Providing and laying bituminous concrete using crushed aggregate of grading 2, premixed with bituminous binder @5.4% by weight of total mix and filler, transported at site with VTS,laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 30/40 mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen VG-30 grade with stone dust filler.


19 DRY LEAN CONCRETE - Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture




content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batchmixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete

20 PAVEMENT QUALITY CONCRETE - Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement with max 20% fly Ash ( Fly-ash upto 20% by weight of Cement) over a prepared sub base with43 grade cement , coarse and fine aggregate conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying compacting and finished in a continuous operation, finishing to linesand grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge ( initial lead of 5.00 Km for raw materials up to plant site) Spec. No. M.O.R.T.and H 2013. Cl-602 P.N.263




21 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.

6.35 MORTH 803.4


22 Metal Beam Crash Barrier Type B, THRIE : Metal Beam Crash Barrier (Providing and erecting a "Thrie " metal beam crash barrier comprising of3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post witha space of channel section 150 x 75 x 5mm, 546 mm long complete as per clause 810)


23 Supply of Polygonal / Circular hot dip galvanized cantilever structure for the overhang of 4.17m along with suitable foundation bolt sets made up of High Tensile sheet confirming to BSEN 100025 or equivalent, as per reference cantilever-structure suitable for mounting of single sided message board of size 3660mm x 1830mm on one side & logo board of size 3050mmx 915mm on the other side. Galvanization thickness for the cantilever structure should be avg 85 microns.

As directed by Engineer in Charge




24 Erection of above said cantilever Gantry structure on the casted foundation along with the fixing of above sign boards with the horizontal section with suitable mounting arrangements including necessary lifting equipment, loading / unloading etc.



25 Supply of foundation bolts set for the the above said cantilever along with the connecting hardware as shown in the reference Cantilever/Gantry- (8 nos. 30X850mm) Structure



26 Supply of double sided message board of size following each using super highefficiency, full cube retro-reflective – diamond grade DG3 sheeting of white colour bonded on 3mm Aluminum Composite Panel (0.50 +3.00+0.50- Pvdf Coated) over which alphabets andnumerals are reverse cut made using Electro Cut able Film with computerized cutting plotter. The signboard shall be fixed with the galvanized back frame made up of 40x40x5 GI angle.

a.) Type (A) 1200mm x 3000mm

b.) b.) Type (B) 1200mm x 1200mm + 1200mm x 1800mm

c.) c.) Type (C) 300mm x 2400mm



27 Providing and fixing tower sign on main entrance gate English-'ARIAL'-font "PIECC" at required level with 4mm thick brushed stainless steel channel box lettering of minimum ht. as shown in drawing with LED boards backlit, inclusive of stainless steel holdfast, screws etc. for each letter inclusive of drilling holes at required intervals etc. This should be fixed in line and level with all the required accessories including scaffolding and


Work shall be execuated as per standard specification &as directed by Engineer-incharge. Material and Design shall be approved by Architect and Engineer incharge. Necessary Structural design shall be done and got approved by Engineer incharge before execution of work.



making good etc. complete as required by the Architect. (stainless steel-304). All the materials shall be of approved make.

28 Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.

21.38

Bd.A. 12 Page No. 264


29 Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Typemixer/concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand

24.01

Bd. E. 1 PageNo. 287

Before execuation of work material shall be tested and got approved from engineer-in-charge. The concrete shall be vibrated by plate / needle / form type vibrators. The acceptance criteria shall be 28 days strength only &as per IS:456-2000

30 Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Typemixer/concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand

24.10

Bd.E.4 Page No. 289 and B-7,Page No.38


31 Providing and laying in situ cement concrete M20 with tremix treatment for 100 mm thickness for flooring withgroove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete.

33.30

As directed by Engineer incharge

Before execuation of work material shall be tested and got approved from engineer-in-charge. The concrete shall be vibrated by plate / needle / form type vibrators. The acceptance criteria shall be 28 days strength only &as per



IS:456-2000

32 Providing and fixing heavy duty inter locking concrete RUBBER MOULD GLOSSY PAVING BLOCKS of 60 millimeter thickness of having a strength of 400 Kg/sq.m of approved quality and shape on a bed of crushed sand of 25 to 30 millimeter thick including striking joints and cleaning etc. complete. (using 100% crushed sand)

33.53

Bd. M-12 page No. 385


33 Providing and fixing heavy duty inter locking concrete Rubber mould glossy paving blocks of 80 mm thickness of having a strength of 400 kg/Sq.cm. of approved quality and shape on a bed ofcrushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete. (using 100% crushed sand)

33.54

Bd. M- Work shall be execuated as per standard specification &as directed by Engineer-incharge

34 Providing and fixing heavy duty inter locking concrete sand blasted shot finish flexi-paving blocks of 80mm thickness of having a strength of 400 kg/Sq.cm. of approved quality shape and size as per drawing or as directed by engineer on a bed of crushed sand of 25 to 30 mm thick including skirtingjoints and cleaning etc. complete. Additional spec as directed by engineer-in-charge.



35 Providing and casting in situ or precasttapering R.C.C. M-20 Barrier type Kerb without gutter ( as per IRC 86 1983) embedded 125mm below groundlevel over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge.




Using Concrete Batching and Mixing Plant

36 Providing and casting in situ or precasttapering R.C.C. M-20 Semi Barrier type Kerb without gutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge.Using Concrete Batching and Mixing Plant


37 Providing and casting in situ or precasttapering R.C.C. M-20 Mountable type Kerb without gutter ( as per IRC 86 1983) embedded 125mm below groundlevel over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge.Using Concrete Batching and Mixing Plant


38 Filling in plinth & floors murum bedding in trenches with approved murum from excavated materials from foundation in 15cm to 20cm layers including watering & compaction, etc. complete

(MJPDSR Item no.-16 Pg. no.-51

Bd-A-10/263 Work shall be execuated as per standard specification &as directed by Engineer-incharge



39 Providing and laying cement concrete pipe of following dia. confirming to I.S. 458: 2003 of NP-2 & NP-3 class ofrequired diameter in proper line, level & slope including providing, fixing collars in cement mortar 1:2, curing complete.

(a.)450mm dia. NP-2 class

(b.)600mm dia. NP-3 class

(c.)900mm dia. NP-4 class

11.08

11.14

11.19

CD.7 Page.No. 162

CD.7 Page.No. 162

CD 7 Page 167


40 Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m)

21.06

Bd.A.2 Page No. 259

a) The sizes of Length, width and depth of excavation shown on drawing are probable and may vary in actual execution. b) The decision regarding strataclassification will be takenby the Engineer-in-charge and shall be final and binding on the Contractor. c) Only approved material shallbe used for backfilling. d) The strata on final excavation shall be broght to the notice and got approved by the Engineer-in-charge, before commencing further work.

41 Excavating hard Rock or bituminous road (B.T.) by chiseling for preparing pit for poles stay or earth plates or for laying cables, pipes & clearing the site by removing debris & making the site good.



42 Providing fly ash brick masonry with conventional / I.S. type fly ash bricks in C.M. 1:6 in foundation and plinth including bailing out water manually striking joints, racking out joints

27.12

As director by engineer incharge and BDG- 2 and




watering and scaffolding etc. complete. 5

43 Providing water proof bedding for flooring of Bath and WC 25mm thick in C.M. 1:3 including using approved water proofing compound in specified proportion as per manufacturers specifications for per bag of cement including leveling, curing and covering10 years guarantee on court fee stamp paper of Rs.500/including ponding testetc. complete

31.05

As director by engineer incharge


44 Providing and fabricating structural steel work in rolled sections, fixed with connecting plates or angle cleats in main and cross beams, hip and jack rafters, purlins connecting to truss members and the like, as per detailed designs and drawing or as directed including cutting, fabricating, hoisting,erecting, fixing in position, making riveted/ bolted/ welded connections and one coat of anticorrosive paint andover it two coats of oil painting of approved quality and shade etc. complete

23.02

Bd.C.3 Page No. 275


45 Providing and casting in situ cement concrete in M-20 of trap/granite/ quartzite/ gneiss metal for R.C.C. Inspection Chamber 120cmx 120cmx 150cm as per detailed designs and drawings on a M10 concrete bed or as directed including necessary excavation in all strata, fixing reinforcement as per drawing, finish internal surfase by smooth ccement plaster for watertighting, centering, formwork, cover blocks, compaction and roughening the surface if special finish is to be provided and curing complete. (Including reinforcement). (For M20 cement 6.90 bags / cum & For M10 cement 4.05 bags) With crushed sand and without R.C.C. Cover Spec No: As directed by engineer in-charge. (Steel-69.50 kg.concrete-1.48cum.) (Every additional 100mm depth contractor shall be pay Rs.106.32/Cm. and vice-versa if depth reduced recover rate Rs.106.32/Cm.)





46 Providing and fixing reinforced cementconcrete Heavy duty (690kg) RCC cover of size 120cmx120cmx170mm with frame over inspection chamber etc. complete. Spec. No.: As directed by Engineer in charge.



47 Providing and fixing reinforced cementconcrete cover of size 90 cm x 45 cm with frame over inspection chamber etc. complete. Heavy duty (225 kg)

42.68



48 Providing and fixing reinforced cementconcrete cover of size 60 cm x 45 cm with frame over inspection chamber etc. complete. Heavy duty (160 kg)

42.70



Sub Head-III : CULVERT AND CD WORK

Item

No.


Specification No.


1 Excavation for foundation in earth, soils of all types, sand,gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete.

12.02

BR.3 Page No. 102


2 Excavation for foundation in hard murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete

12.04

BR.3 Page No. 102

a) The sizes of Length, width and depth of excavation shown on drawing are probable and may vary in actual execution. b) The decision regarding strataclassification will be takenby the Engineer-in-charge and shall be final and binding on the Contractor. c) Only approved material shallbe used for backfilling. d) The strata on final excavation shall be broght to the notice



and got approved by the Engineer-in-charge, before commencing further work.

3 Excavation for foundation in hard murum and boulders including shoringand strutting as necessary and disposing off excavated stuff as directed etc. co

12.06

BR.3 Page No. 102


4 Excavation for foundation in soft rock including shoring and strutting as necessary and disposing off excavated stuff asdirected etc. complete.

12.08

BR.3 Page No. 102


5 Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Additional specification as directed by engineer-in-charge




6 Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthernbunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)

12.22

BR 4 Page No 104.105


7 Providing and laying in situ / ready mix cement concrete of M10 proportion with trap/ granite/ quartzite/gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)) with SCADA with Natural / VSI standard Artificial Sand)

11.02 CD.-3 Page.No. 160


8 Providing and laying in situ / ready mix cement concrete of M20 proportion with trap/ granite/ quartzite/gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)) with SCADA with Natural / VSI standard Artificial Sand)

11.02 CD.-3 Page.No. 160


9 Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with Natural / VSI standard Artificial Sand, cement 4.05 bags/cumt)

11.29 CD 8 Page 163


10 Providing and laying in situ / ready mix M20 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (height upto 4 meter with fully automatic micro processor based PLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand)

14.07

BR.38(a) Page No. 135and B.7, Page No.38




11 Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.

14.01

BR.35 Page No. 134


12 Providing and laying cement concrete pipe of IS 458:2003 NP-4 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 andcuring etc. complete.

11.19 CD 7 Page 167


13 Providing and laying cement concrete pipe of IS 458:2003 NP-4 class of 1200mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 andcuring etc. complete

11.21 CD 7 Page 167


14 Providing sand faced plaster externallyin cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofingcompound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surfaceby taking out grains and curing for fourteen days scaffolding etc. complete.

32.11 Bd.L.7 Page No. 369


15 Providing and applying two coats of exterior weather shield paint of approved manufacture and of approvedcolour to the plastered surfaces including cleaning ,preparing the plaster surface ,applying primer coat ,scaffolding if necessary, and watering the surface for two days etc complete.

35.26

As directed by Engineer incharge.


16 Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications etc. complete. (by stone/boulder)

14.72

MORT and H-2500


17 Providing weep holes in brick masonry/plain /reinforced concrete abutment, wing wall / return wall with 100mm diameter AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing faceas per drawings and technical specifications etc. complete.

12.69

MORT and H-2700 and 2200




Sub Head-IV(A) : INTERNAL FENCING

Item

No.


Specification No.


1 Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm 8 guage thick and fixed 75mm above Ground level on vertical M.S Angle of 40 x 40 x 6mm size including excavating pits forfoundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75M.c/c with iron bar 16 mm dia as hold fast including welding link with angle frame at 30 cm c/c withnuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm Angles both sides at every corner or bends embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete

46.39



Sub Head-IV(B) : GATES

Item

No.

Description Of Item SSRItem

No.

Specification No.


1 Providing, fabricating, erecting and commissioning Motorized Three Leaf Telescopic Sliding Gate clear opening 15m x 1 .8 m ,overall width 22.5m (Asper shown in drawing), with rubber safety bar with infrared signal transmission system and including necessary standard Hardware, Base Plate, locking arrangement, etc. including CE certified according to theEuropean Machinery Directive


Work shall be execuated as per standard specification &as directed by Engineer-incharge.Design and Details shall be approved before execution of work.All materialsspecification shall be finalise asdirected by Engineer in charge.



2006/42/CE and type tested according to standard European Norm 13241-1 Clear Width 5000mm of each leaf, Overall Width 7500mm each leaf *Clear Height 1800mm complete. (As shown in drawing) Additional specification /BRAND/ MAKE selection as directed by engineer-in-charge.

2 Providing, fabricating, erecting and commissioning Motorized Two Leaf Telescopic Sliding Gate clear opening 15mX1.80m ,overall width 24.5m (As per shown in drawing), with rubber safety bar with infrared signal transmission system and including necessary standard Hardware, Base Plate, locking arrangement, etc. including CE certified according to theEuropean Machinery Directive 2006/42/CE and type tested according to standard European Norm 13241-1 *Clear Width 7000mm each leaf *Overall Width 9500mm each leaf *Clear Height 1800mm complete (As shown in drawing). Additional specification /BRAND/ MAKE selection as directed by engineer-in-charge.



3 Providing, fabricating, erecting and commissioning Motorized Single Leaf Telescopic Sliding Gate clear opening 7.5mX1.80m , overall width 15 m (As per shown in drawing), with rubber safety bar with infrared signal transmission system and including necessary standard Hardware, Base Plate, locking arrangement, etc. including CE certified according to theEuropean Machinery Directive 2006/42/CE and type tested according to standard European Norm 13241-1 *Clear Width 7500mm each leaf *Overall Width 8700mm each leaf *Clear Height 1800mm complete. (As shown in drawing). Additional specification /BRAND/ MAKE selection as directed by engineer-in-charge.





4 Providing, fabricating, erecting and commissioning Motorized Double Leaf Swing Gate 6.0mX1.80m clear opening (As per shown in drawing), with Back up Battery (Battery kit mounted outside control panel) and including necessary standard Hardware, Base Plate, locking arrangement, etc. including CE certified according to the European Machinery Directive 2006/42/CE and type tested according to standard European Norm 13241-1 complete. (As shown in drawing). Additional specification /BRAND/ MAKE selection as directed by engineer-in-charge.



5 Supply,Installation,Testing and commissioning of electromechanical type Boom Barrier at Main Gates with Following specifications :-1. Electro mechanical type boom Barrier with push button controlled drive mechanism (Remote distance up to 30m)2. Single Boom Length: 3M with LED Light at Bottom of Barrier3. Boom type – Aluminum Rectangular/Oval (Overall)4. Height of Boom from ground 800mm-1000mm.5. Controller protection rating- IP 54/556. Operating Power Supply- 180 V to 240 V, 50Hz single phase AC.7. Opening time < 10 sec.8. Housing powder coated.9. Manual operation in case of power failure.10. Safety reversal of boom 11. including all civil works.



Sub Head-V : SUBSTATION AND PUMP HOUSE



SPECIFICATIONS

Item No.

Description Of Item SSR Item No.

Specification No.


1 Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.)

21.02 Bd.A.1 Page No. 259

a) The sizes of Length, width and depth of excavation shown on drawing are probable and may vary in actual execution. b) The decision regarding strata classification will be takenby the Engineer-in-charge and shall be final and binding on the Contractor. c) Only approved material shall be used for backfilling. d) The strata on final excavation shall be broght to the notice and got approved by the Engineer-in-charge, before commencing further work.

2 Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m)

21.06 Bd.A.2 Page No. 259

a) The sizes of Length, width and depth of excavation shown on drawing are probable and may vary in actual execution. b) The decision regarding strata classification will be takenby the Engineer-in-charge and shall be final and binding on the Contractor. c) Only approved material shall be



used for backfilling. d) The strata on final excavation shall be broght to the notice and got approved by the Engineer-in-charge, before commencing further work.

3 Excavation for foundation in hard murum and boulders including removing the excavated material up to a distance 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5m.)

21.10 Bd.A.3 Page No. 259

a) The sizes of Length, width and depth of excavation shown on drawing are probable and may vary in actual execution. b) The decision regarding strata classification will be takenby the Engineer-in-charge and shall be final and binding on the Contractor. c) Only approved material shall be used for backfilling. d) The strata on final excavation shall be broght to the notice and got approved by the Engineer-in-charge, before commencing further work.

4 Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m)

21.14 Bd.A.4 Page No. 259

a) The sizes of Length, width and depth of excavation shown on drawing are probable and may vary in actual execution.. b) The decision regarding strata classification will be takenby the Engineer-



in-charge and shall be final and binding on the Contractor. c) Only approved material shall be used for backfilling. d) The strata on final excavation shall be broght to the notice and got approved by the Engineer-in-charge, before commencing further work.

5 Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift upto 1.5 m To 3.0m).

21.20 Bd.A.6 Page No. 260

a) The sizes of Length, width and depth of excavation shown on drawing are probable and may vary in actual execution.. b) The decision regarding strata classification will be takenby the Engineer-in-charge and shall be final and binding on the Contractor. c) Only approved material shall be used for backfilling. d) The strata on final excavation shall be broght to the notice and got approved by the Engineer-in-charge, before commencing further work.

6 Stacking of the excavated material for reuse for filling the plot within plot limits 500mts including loading unloading etc. complete. Spec no.: As directed by engineer in charge





7 Filling in plinth and floors with approved excavatedmaterial in 15cm. to 20cm. layers including watering and compacting etc. complete.

21.36 Bd.A.10 Page No. 262


8 Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete.

21.37 Bd.A.11 Page No. 263


9 Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.

21.38 Bd.A. 12 Page No. 264


10 Providing preconstruction ant termite treatment as per I.S. 6313 (Part-II) by treating the top surface of plinthfilling at the rate of 5 liters of emulsion concentrate at 1.0 percent of clorophyrifos per square metre of surface area covering ten years guarantee on bond paper.

21.24 As directed by Engineer in charge


11 Providing preconstructional antitermite treatment as per I.S. 6313 (PartI) to the soil along the external face of building by punching holes of 1.2 of 1.5 C.M. diametre about 30 60 cm deep at 15 cm c/c as close to the wall as possible & to inject 0.5 percent of aldrin or clorophyrifos at the rate of 7.5 litres per hole and sealing the same with proper filling & covering 10 yearsguarantee on bond paper.



12 Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand

24.01 Bd. E. 1 PageNo. 287

Before execuation of work material shall be tested andgot approved fromengineer-in-charge. The concrete shall be vibrated by plate / needle / form type vibrators. The acceptance criteriashall be 28 days strength only &as per IS:456-2000.



13 Providing and laying in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metalfor R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer)etc. complete. With natural sand/V.S.I. quality Artificial Sand

25.11 Bd.E.4 Page No. 289 and B-7, Page No.38

Before execuation of work material shall be tested andgot approved fromengineer-in-charge. The concrete shall be vibrated by plate / needle / form type vibrators. The acceptance criteriashall be 28 days strength only &as per IS:456-2000.

14 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be providedand curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand

25.50 Bd.F.6 Page No. 300 and B.7,Page No.38

Before execuation of work material shall be tested andgot approved fromengineer-in-charge. The concrete shall be vibrated by plate / needle / form type vibrators. The acceptance criteriashall be 28 days strength only &as per IS:456-2000

15 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including centering, formwork, cover blocks, laying/pumping, compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand


Before execuation of work material shall be tested andgot approved fromengineer-in-charge. The concrete shall be vibrated by plate / needle / form type vibrators. The acceptance criteriashall be 28 days strength only &as per IS:456-2000

16 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.

26.33 Bd.F.17, Page No. 306

Before execuation of work material shall be tested andgot approved fromengineer-in-charge. The bars shall be checked for any bend or rust on them. The strength of the bars shall be as per IS.



17 Providing fly ash brick masonry with conventional / I.S.type fly ash bricks in C.M. 1:6 in foundation and plinth including bailing out water manually striking joints, racking out joints watering and scaffolding etc. complete

27.12 As director by engineer incharge and BDG- 2 and 5


18 Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete



19 Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keepingthe surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.

32.11 Bd.L.7 Page No. 369


20 Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete.

32.04 Bd. L.2 Page No. 368


21 Providing neeru finish to plastered surfaces in all positions including scaffolding and curing etc. complete.

32.15 Bd. L.10, Page No.370


22 Providing cement based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with C.M.1:3 admixed with approved water proofing compound and finally top finishing with average 20 mm. thick layers of same mortar added with jute fiber at 1 Kg per bag including finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300mm x300 mm. making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee against leakproofness on Court fee stamp paper of Rs. 500/- including ponding





test etc. complete.

23 Providing and laying in situ cement concrete M20 with tremix treatment for 100 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling withbitumen etc. complete.

33.30 As directed by Engineer in charge.


24 Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plateof 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thicknessand of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete.(I.S. 62481979) (With mechanical gear)

39.25 BD-T-55 Page No. 510


25 Providing and fixing solid core flush door shutter in single leaf 32 mm thick decorative type of exterior grade as per detailed drawings approved face veneers 3 mm thick on both faces or as directed, all necessary beads, mouldings and lipping, wrought iron hold fasts, chromium plated fixtures and fastenings, with brass mortise lock, chromium plated handles on both sides, and finishing with French Polish etc. complete.

39.09 BD-T-34 Page No. 499

Work shall be execuated as per standard specification &as directed by Engineer-incharge.

26 Providing and fixing cold rolled steel hollow door frame105mm x 60mm for anysizes including hold fast hinges,tie members with red oxide and gray paint etc. completeas per I.S.I. specifications and code of practice prescribed including anticorrosive treatment as directed by the engineer.



27 Providing and fixing 50mm x 50mm Mild Steel square pipe framed steel windows of various sizes as per details with welded square bars 12 mm at 10 cm center to center without hot dip zinc coating without / with ventilator including fabrication, glazing with plain / obscured glass panes of approved type and quality, all fixtures and fastenings and finishing with one coat of primer complete



28 Providing and applying whitewash in two coats on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing & brooming down etc. complete.

36.03 Bd. P. I Page No. 411




29 Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreignmatter and sand papering as required etc. complete.



30 Providing and applying washable oil-bound distemperof approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete.

36.11 Bd.P.5 Page No. 413


31 Providing and applying two coats of exterior weather shield paint of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface ,applying primer coat ,scaffolding if necessary, and watering the surface for two days etc complete. NOTE: For Item No. 15 to 18 prior approval of Superintending Engineer will be necessary



Sub Head-VI : TOILET BLOCK

SPECIFICATIONS

Item No.


Specification No.


1 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel).with fully automaticmicro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand

25.31 Bd.F.5 Page No. 300 and B.7,Page.No. 38

Before execuation of work material shall be tested and got approved from engineer-in-charge. The concrete shall be vibrated by plate/ needle / form type vibrators. The acceptance criteria shall be 28 days strength only &as per IS:456-2000.



2 Providing & casting in situ cement concrete M20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs & drawings or as directed including centering, formwork, cover blocks compaction & roughening the surface if special finish is to be provided & curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With Crushed sand


Before execuation of work material shall be tested and got approved from engineer-in-charge. The concrete shall be vibrated by plate/ needle / form type vibrators. The acceptance criteria shall be 28 days strength only &as per IS:456-2000.

3 Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C.coping to plinth or parapet and sill of doors and windows moulded as per detailed drawings or chamfered as approved by the Engineer including centering, formwork, cover blocks, laying/pumping, compacting , curing , finishing and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand

26.23 Bd. F. 12 Page No. 304and B-7, Pg 38

Before execuation of work material shall be tested and got approved from engineer-in-charge. The concrete shall be vibrated by plate/ needle / form type vibrators. The acceptance criteria shall be 28 days strength only &as per IS:456-2000

4 Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of bays as specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns purlins, tie runners, foundation bolts, base plates, nuts and bolts, welding wherever required etc. as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade etc. complete. Spec. No. : As directed by Engineer-in-charge.

23.07 B-18 Page No. 78

Before execuation of work material shall be tested and got approved from engineer-in-charge. The bars shall be checked for any bend or rust on them. The strength of the bars shall be as per IS.

5 Providing and fixing chicken mesh of 22 gauge, with about 30 cm. width at the junction of R.C.C members and brick work, of approved quality including fixing mesh in position by necessary drilling in concrete /B.B.masonry and or tying by binding wire etc. complete.



6 Providing flush grooved pointing with cement mortar 1:3 for brick work including scaffolding and curing etc. complete.

32.16 Bd. L.15 Page No. 372


7 Labour charges for providing groove in external plaster having width and spaced as directed by engineer incharge etc. complete.


Work shall be execuated as per standard specification &as



directed by Engineer-incharge

8 Providing water proof bedding for flooring of Bath and WC 25 mm thick in C.M. 1:3 including using approved water proofing compound in specified proportion as per manufacturers specifications for per bag of cement including leveling, curing and covering 10 years guarantee on court fee stamp paper of Rs.500/- including ponding test etc. complete.



9 Providing and laying perforated PVC 160 mm dia. pipe in proper line,level& slope including necessary material fitting etc. complete



10 Providing and laying Vitrified MATT finish having decorative type of size 1000 millimeter x 1000 millimeter of 8 to 10 millimeter thickness (on a existing flooring) with bonding chemical and confirming to IS 15622-2006 (Group Bla) of approved make shade and pattern for flooring in required position laid on a bed of bonding chemical filling joints curing and cleaning etc .complete. (Basic rate of tile assumed 75/-sqft.)

33.61 Bd. M-12 page No. 388.


11 Providing and laying ceramic tiles of RAK/ Kajaria / Nitco /Asian or equivalent make having size 30 cm. x 60 cm. for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete.

33.27 Bd.M.13 Page No. 386


12 Providing and fixing in position powder coated aluminium louvered windows / ventilator of various sizes with powder coating as per detailed drawing and specifications includingaluminium frames 80 x 38 mm x 1.22 mm box type, 5 mm thick sheet glass louvers, of approved quality etc. complete.



13 Providing and fixing M.S. grill door 24 kg/sqm of various size as per detailed drawings without hot dip coating, iron fixtures and fastenings and 3 coats of oil painting etc



14 Providing and fixing mild steel grill work for windows, ventilators etc. 20 kg/sqm as per drawing including fixtures, necessary welding & painting with one coats of anticorrosive paint & two coats of oil painting complete.

40.01 Bd.U.1 Page No. 537




15 Providing and laying telephone black / Amba White / Cadburybrown / Ruby red / Ocean Brown granite stone of 18 to 20 mm thick for door frame/ dado/ window boxing etc. On C.M. 1:6 including filling joints with polymer base filler nosing the sharp edges wherever necessary, curing, etc. complete.



16 Providing and fixing solid core flush door shutter commercial in single leaf 32 mm thick without ventilator commercial type of exterior grade as per detailed drawings with wrought iron hold fast, stainless steel fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats complete

39.10 BD-T-36 Page No. 500


17 Providing and Fixing 30 MM thick '' FACTORY MADE BOTH SIDE PRELAMINATED SOLID PANEL PVC DOOR SHUTTER manufactured by M/SRAJSHRI equivalent consisting of frame made out of M.S tubes of 19 guage thickness and, size 19 x 19 mm for styles and 15 x15 mm for the top and bottom rails,M.S frame shall have a coat of metel primer of approved make and manufacture .M.S frame shall be covered with heat mouled PVC ' C ' channel made from 5 mm (+/0.25) thick prelaminated sheet of density 600 kg/cbm ,of size 30mm thickness 70mm width out of which 50mm shall be flat and 20mm shallbe tapered in 45? angle on either side forming stiles ; and 5 mm thick ,95 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered in 45? on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered on both sides to form lock rail.Top,bottom and lock rail shall be provided either side of the panel. An additional 5 mm (+/0.25) thick PVC strip of 20 mm width is to be stuck on the bottomside of the ' c ' channel prelaminated paneling of 5 mm (+/0.25) thick PVC sheet to be fitted inside the M.S. frame welded/ sealed to the styles and rails with 5 mm (+/0.25) x 30 mm PVC sheet beading on either side and joined together with solvent cement adhesive etc ,10 mm thickness (5 mm (+/0.25) x 2 nos ) 20 mm widecross PVC sheet as gap insert for the rail and bottom rail. Door to be fixed to frames with 3 nos M.S. powder coated but hinges of size 100 mm x 25MM x 2mm using 32 mm long steel screws drilled suitable to pass through both the walls of the M.S tube. Other hardwares should be fixed with 19 x 6 mm size steel screws including fixture fasting. Complete as per direction of engineer in charge



18 Supply and installation of polycarbonate sheet roofing of Lexan-Multiwall make having 16mm thickness, roofing sheet have both side UV-Coated, colour shade are clear/ bronze/opal white/metallic grey or as directed, The sheets are fixed on Skycorp@ dual powder coated aluminum fixing system, along with

As directed by Engineer in charge.

Work shall be execuated as per standard specification &as directed by Engineer-



necessary wall clamping, flashing, end seal ,flashing and standard hardware fittings recommended by Lexan-Multiwall or equivalent including necessary scaffolding , lead, lift etc. all complete. Additional specification as directed by engineer-in-charge. Note: Material samples, roofing patterns, shapes, shades, texture etc. approved by architect and Engineer incharge before commencement of work.

incharge.Shop drawing shall be done and approved from Engineer in charge before execution of work.

19 Supply and installation of toilet accessories for Handicap toilet having Additional spec as directed by engineer-in-charge.

a.) GRAB BAR HORIZONTAL & VERTICALb.) GRAB BAR INTERMEDIATE WALL

SUPPORTc.) GRAB BAR L SAFETY SUPPORT d.) GRAB BAR Z SAFETY SUPPORT


Work shall be execuated as per standard specification &as directed by Engineer-incharge.Design and Drawing shall be approved by Engineer incharge/Architect before execution of work.

20 Supply, installation, testing and commissioning of cabinet type inline fan for toilet exhaust system having645CFM/25mm static pressure including 22BWG GI diluting, powder coated circular exhausts grills and flexible canvas connection between fin and duct with exhaust air cowl and bird mesh complete. Additional spec as directed by engineer-in-charge.


Work shall be execuated as per standard specification &as directed by Engineer-incharge. Design and Drawing shall be approved by Engineer incharge/Architect before execution of work

21 Providing and fixing H.D.P container Syntex or alike one piece moulded water tank made out of low densitypolythyler and built corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity above 1000 to 20,000 litres



22 Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete.



23 Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete.

36.11 Bd.P.5 Page No. 413




24 Providing and applying two coats of exterior weather shield paint of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface ,applying primer coat ,scaffolding if necessary, and watering the surface for two days etc complete.



Sub Head-VII : UG AND OVER-HEAD WATER TANK

SPECIFICATIONS

Item No.

Description Of Item SSR ItemNo.

Specification No.


Underground Service reservoir (GSR)

1 Designing (aesthetically), and constructing RCC ground service reservoirs 3,00,000 liters capacity/ RCC sumps in M-300 mix of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, ver flow and bypass arrangement consisting of C.I. M.S. D/F.pipes, specials and valves of given diameters, providing and fixing accessories such as M.S. ladder inside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test asper IS code and providing three coats of cement paints to all exposed surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. Anti-termite treatment shall be given for underground portion of the structure.

MJP DSRSECTION - K : (I)RCC GSRs AND SUMPS Pg. no. 316. Sr. no. 14



Notes : 1) The design shall be in accordance with various relevant I.S. specification (I.S. 456/1978, I.S. 875 - 1987, I.S. 3370 -1965 or revised.)2.) Only M.S. bars grade I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used. Grade-II M.S. bars shall not be used.3.) Entire structure shall be in M-300 only.4.) The scope of pipe assembly work shall be upto 5meter beyond outside face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included5.) The G.S.R. / Sump above 15 lakh liters capacity shall be in two compartment.6.) The Job includes designing the structure for



uplift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by Engineer-in-charge. If uplifts considered in design, then these rates shall be increased by 7.5%.7.) G.S.R. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. Sump well includes cost of suction pit required at bottom.8.) For pipe diameters upto 300 mm only CI pipes and CI specials shall be used. For pipe diameters above 300 mm, M.S. pipes and specials minimum 10 mm thick shall be used with proper anticorrosiveepoxy treatment from inside and outside.9.) Cost of pump house is not included in these rates.10.) Above rates are applicable for Seismic Zones 2,3 and 4.11.) 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of G.S.R.s and sumps till satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as in complete.12.) Rates for RCC GSRs and Sumps.13.) Cost of 15,00,000 liters capacity & Add for capacity above 15,00,000 liters14.) Note : 10% shall be added over the cost of GSRfor sump where overhead pump house is proposed.

2 Providing and supplying ISI marked D.I. K-9 grade 100mm dia. pipes (push on joints pressure pipes of D.I. of K-9 grade class and 100mm conforming to the IS specifications inclusive of the cost of jointingmaterials (rubber gasket of EPDM quality) including all staturoty duties and taxes levied by Govt. of India and Govt. of Maharashtra in all respect, education cess, GST, third party inspection charges of TPI agency approved by MJP, including transit insurance, railway freight, unloading from railway wagon, loading into trucks, transport to departmental stores / site of work, unloading, stacking, etc. complete, as directed by engineer-incharge. (IS-1536/2001 for pipes and IS 158/1969 and IS 12820/ 1989 or Latest edition / revision with amendments for rubber gaskets).

(MJP DSR 2016-17 Item no.-3(i) Pg. no.-84 SECTION - I : (I) C.I./D.I. PIPES)



3 Providing and supplying ISI standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nutbolts coated or otherwise procted from rusting and suitable for D.I. pipes including cost of labour materials and transportation to stores/site loading and unloading including all such as GST levied by GOI & GOM in all respect complete as per IS-9523 (Item no.-6A i) 80 mm dia to 300 mm dia

(MJP DSR 2016-17 SECTION - I : (I) C.I./D.I. PIPES Pg.no. 88)





4 Supplying and installing 100mm dia. end line strainer for +ve suction as per specification No. FF-VL/ELS

(PWD Ele. DSR-13_7_6)



5 Supplying and installing cast iron double flange sluice valve 150 mm dia. as per specification No. FF-VL/SV




6 Supplying & Installing cast iron double flange butterfly valve of size 100 mm dia. as per specification No. FFVL/ BFV




7 Providing & constructing Brick Masonry InspectionChamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete etc. complete with R.C.C. Cover.

42.12 Bd.V.43, Page No. 574


8 Providing ISI mark G.I. pipes of following class andDia. Including all statutory duties and taxes such as GST levied by GOI & GOM in all respects inspection charges , transportation to stores etc. complete (IS-1239/2004) Note : One coupler shall be provided with each full length pipe, cost of which is included in rates belowi)100mm dia. (M.D.) for inlet-outlet & washout purpose

(MJP DSR 16-17 Pg. no.121 Item no.-1 (b)ix)



9 Providing and supplying ISI mark CI D/F reflux valves (non-return valves) of following dia including all taxes (Central and local), railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores / site, unloading, stacking, etc. complete. Reflux valves as per IS-5312 Part I (1984) A)Without bypass arrangement - PN-1i)100 mm dia.

(MJP DSR 15-16 Pg. no.197 Item no.-1 (a) iv)



10 Providing,double flange sluice valve confirming forIS-2906/14846 including worn gear arrangements as per test preassure stainless steel spindle, caps including all taxes transportation etc. complete (Rates for all classes of valves)

i) 50mm dia.ii) 100mm dia.

(MJP DSR 16-17 Pg. no.199 Item no.-2





11 Lowering, laying & jointing in position following CID/F reflex valves, butterfly valves & sluice valve including cost of labour jointing material, including nut bolts and giving satisfactory hydrolic testing etc.complete (Rates for all classes of valves)

i) 50mm dia.ii) 100mm dia.

(MJP DSR 16-17 Pg. no.202 Item no.-4



12 Providing and supplying air valves as per IS 14845-2000 MJP's standard specification double orifice type combined with isolating sluice valve mounted in horizental position and opreated by wheel gearing small orifice elestic ball resting on gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring inlet face & drilled incl. all taxes (Central & local) insurance third party inspection charges, loading, unloading, transportation up to departemental store / site etc. complete.

i) 150mm dia.

(MJP DSR 16-17 Pg. no.205 Item no.-7(a)



13 Providing & fixing CI ROAD BOX including loading , unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing etc. complete.225x300mm (40kg)

(MJP DSR 16-17 Pg. no.338 Item no.-5(b)



14 Providing and laying in trenches 100 mm dia. medium grade having embossed as ISI Mark galvanised iron pipes ?of 12.43 kg/meter necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oilpaint , 2 coats Including removing existing pipe lineif necessary and conveying and stacking the same inPWD chowky or as directed etc. complete.

41.25 Bd.V.5 Page No. 551


15 Providing and laying in trenches 50 mm dia. medium grade having the demolished embossed as ISI Mark galvanised iron pipes ?of 5.17 kg/meter necessary fitting remaking good portion with filling trenches and with primer of anti-corrosive oil paint, 2 coats Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.

41.23 Bd.V.5 Page No. 551


16 Providing and laying in trenches 25 mm dia. medium grade having embossed as ISI Mark galvanised iron pipes ?of 2.49 kg/meter necessary fitting remaking good the ?demolished portion with filling trenches and with primer of anti-corrosive oilpaint, 2 coats Including removing existing pipe line if necessary and conveying and stacking the same inPWD chowky or as directed etc. complete.

41.20 Bd.V.5 Page No. 551




17 Excavation for foundation / pipe trenches hard murum hard murum, including removing the excavated material upto a distance of 50 M and lifts as below, stacking area spreading as directed, normal dewatering, preparing the bed for foundation & excluding backfilling, etc. complete

. (MJP DSR 16-17 Pg. no.47 Item no.-2)



18 Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling , wedging , linedrilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance 50 M beyond the area and lifts as below , stacking as directed by Engineer-in-charge, normal dewatering , exclluding backfilling etc. complete byall means.

(MJP DSR 16-17 Pg. no.48 Item no.-7)



19 Providing, erecting Cast Steel D/F Sluice Valves / Butterfly Valves with jointing to pipe work (including all hardware and packing), water works quality having nonrising spindle with hand wheel and without bypass arrangement, spindle of stainless steel as per requirement, excluding C.C. foundation / structural steel support.i)100 mm dia. PN-1ii)80 mm dia. PN-1

(MJP DSR 16-17 Pg. no.208 Item no.-12 (a))



20 Providing and supplying Air Valves as per IS-14845/ 2000 and MJP's standard specifications of approved make and quality of following diameters including all taxes (Central and Local), railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores / site, unloading and stacking etc. complete.50 mm dia. Double ball flanged PN-1

(MJP DSR 17-18 Pg. no.204 Item no.-5(a) vi)



21 Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyancefrom stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete (for all class of valves). Air Valve Single Ball (PN-1and PN-1.6) 50mm dia.

(MJP DSR 15-16 Pg. no.206 Item no.-10 (a) vi)



22 Valve Chamber with Precast RCC Covers Providingand constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.

(MJP DSR 17-18 Pg. no.335 Item no.-1(B))



23 Refilling the trenches with available excavated stuffwith soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.

(MJP DSR 17-18 Pg. no.50 Item no.-15)





24 Supplying and erecting submersible pump set suitable for erection on open well ofrequired HP with 415 V 50 c/s.A.C. supply, having delivery headfrom 21 to 7 m and discharge from 200 to 800 Itrs. per minute (Max efficiency at 16 m head & 500 Itr discharge) & delivery pipe of necessary diameter erected with necessary H type clamps as per specification No. WP-OSP

(12_4_1) As directed by Engineer in charge.


25 Supplying & erecting automatic control panel for 3 Ph, 415 volt, A.c. Submersible/centrifugal pump set upto 7.5 HPconsisting of DOL starter having relay range 9-14 AMP,S.P.P., Combined ammeter/ voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof encloser with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase inbalence etc ( Similar to LT model no.MU G6/ CAT NO. SS97756 )



26 Supplying, erecting & terminating PVC armoured cable 3 core 2.5 sq mm aluminium conductor with continuous 5.48 sq mm (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL



Sub Head-VIII : LANDSCAPING AND IRRIGATION

SPECIFICATIONS

Item No.

Description Of Item SSR ItemNo.

Specification No.


1 Excavation for foundation in Hard murum and boulders including removing the excavated material upto a distance of 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.)

21.12 Bd.A.3 Page No. 259

a) The sizes of Length, width and depth of excavation shown on drawing are probable and may vary in actual execution.. b) The decision regarding strata classification will be takenby the Engineer-in-charge and shall be final and binding onthe Contractor. c) Only approved material shall be used for backfilling.d) The strata on final excavation shall be broght to the notice and got approved by the



Engineer-in-charge, before commencing further work.

2 Excavating Hard Murum/metal road (B.T.) by chiselling for preparing pit for poles stay or earth plates or for laying cables, pipes & clearing the site by removing debris & making the site good.

(16_1_6) As directed by Engineer in charge

a) The sizes of Length, width and depth of excavation shown on drawing are probable and may vary in actual execution.. b) The decision regarding strata classification will be takenby the Engineer-in-charge and shall be final and binding onthe Contractor. c) Only approved material shall be used for backfilling.d) The strata on final excavation shall be broght to the notice and got approved by the Engineer-in-charge, before commencing further work.

3 Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls/ in plinth of external walls including bailing out water manually , striking joints on un exposed faces and watering etc.complete.

28.01 Bd.H.1 Page No. 329


4 Providing uncoursed rubble masonry of trap / granite/ quartzite / gneiss stones in cement mortar 1:6 in superstructure including racking out joints when plastering is to be done / striking joints when no plastering is to be done on inside watering and scaffolding etc.complete.

28.04 Bd.H.1 Page No. 331


5 Providing fly ash brick masonry with conventional / I.S. type fly ash bricks in C.M. 1:6 in foundation andplinth including bailing out water manually striking joints, racking out joints watering and scaffolding etc. complete



6 Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc.

27.13 As director by engineer incharge and BDG- 2 and




Complete 5 directed by Engineer-incharge

7 Providing internal cement plaster 20mm thick in twocoats in cement mortar 1:4 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc.complete.

32.07 Bd.L.4 Page No. 368


8 Providing labour charges for patti on plastered surface 12mm to 15mm thk. in c.m. 1:3 line and level including neat finishing scaffolding curing etc. complete.

a) 75mm Thk. Pattib) b) 100mm Thk. Pattic) c) 150mm Thk. Patti

32.2332.2432.25



9 Providing and applying Texture plaster with finishing with Purlina/ Rustic texture material (with texture material of Asian/ Renava/ Nitco/ Temtex or equivalant company make) in 3 to 4 milimeter thickness on previously finished plastered surface including plaster Groove 6mm thick or Tape Grooves 35 to 45mm thickness or as required in all postion including preparing the surface scaffolding etc. complete. ( Excluding texture Paint and Texture Paint Finishing) (Prior permission of S.E. is requiredbefore inclusion of this item in the estimate)

32.14 As director by engineer incharge


10 Providing and laying Rough Shahabad Stone Flooring 40mm.to 45 mm. thick and of required width in plain/ diamond pattern on a bed of 1:6 C.M.including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. etc. complete

33.02 Bd.M.1 PageNo. 379


11 Providing and laying machine cut machine polished machine cut Kota stone slabs 20 to 25 mm thick for treads and risers of steps and staircases, with rounded nosing for the treads on a bed of 1:4 cement mortar including cement float, filling joints with neatcement slurry, curing, polishing and cleaning etc. complete

33.18 Bd.M.22 Page No. 390


12 Providing and fixing machine cut machine polished 18 mm to 20 mm thick telephone black / Amba White / Cat bary brown / RBI red / Ocean Brown granite stone for treads and risers of steps and staircases of approved colour and shade with rounded moulding and three grooved line for the treads on bed of 1:4 Cement mortar including float filling joints with neat cement slurry curing polishingand cleaning etc. complete.

33.35 Bd. M.22 B/Page No. 390




13 Providing and Constructing gabion structure 1 Meterhigh or required section made up of soft mechanically woven hexagonal shaped G.I. wire confirming to IS 16014:2012 having zinc plus PVC coating of overall diameter of 3.7 mm and tying lacing wire of 3.2 mm with edge wire confirming to overall diameter 4.4 mm edges being mechanically selvedge including placing in position, fitting neatly with trap stone rubble (15 to 23 cm) all loose ends tobe securely tied (Excluding transportation) etc. complete. ( In Dry condition and for under water installation extra cost to be considered)

a) Size 1M x 1M x 1Mb) Size 1M x 1M x 2Mc) Size 1M x 1M x 3M

7.21 MORTH 2503


14 Supply of outdoor street furniture 1.5m long synthetic wood bench of Saflow or equivalent make (Saflow product code – BSW10 (with synthetic Wood) as per image fixed on concrete bed with a base plate including necessary fixing/foundation bolt/grouting /hardware etc., complete as per image, additional specification as directed by engineer in charge. Before installation sample shall be got approved from architect and Engineer in charge.


Work shall be execuated as per standard specification &as directed by Engineer-incharge.Design andMaterial specification shall be got approved from architect and Engineer in charge before execution of work.

15 Supply of outdoor street furniture 1.5m long 3-seatorcurved bench with wood in SS304 quality of Saflow or equivalent make (Saflow product code – LBS3 (With Backrest) as per image fixed on concrete bed with a base plate including necessary fixing/ foundation bolt/grouting/hardware etc., complete as per image, additional specification as directed by engineer in charge. Before installation sample shall be got approved from architect..



16 Supply of outdoor street furniture stainless steel perforated double stand post dust-bin having size – 800Hx400mm dia of Saflow or equivalent make having 40lts. capacity as per image fixed on concretebed with a base plate including necessary fixing/ foundation bolt/ grouting/ hardware etc., complete asper image, additional specification as directed by engineer in charge. Before installation sample shall be got approved from architect..


Work shall be execuated as per standard specification &as directed by Engineer-incharge.Design andMaterial specification shall be got approved



from architect and Engineer in charge before execution of work.

17 Supply of outdoor street furniture stainless steel single stand post dust-bin having size – 800Hx320mm dia of Saflow or equivalent make having 35lts. capacity with open able lid operated byfoot as per image fixed on concrete bed with a base plate including necessary fixing/ foundation bolt/ grouting/ hardware etc., complete as per image, additional specification as directed by engineer in charge. Before installation sample shall be got approved from architect.



18 Garden soil :- Supplying on sitr garden soil well sieved 90% to pass through I.S. sieve of 10mm size free from stones rubbish like dried grass roots and other such materials. The soil will be measured by measuring box (farma) ( Item includes Royalty charges. Transporting, loading unloading etc.) lead charges for 20 kms is considered.



19 Farm yard manure :- supplying on site well decayed, well dried, well powdered, without clods and free from stones, dried gras and other rubbish material. The colour of the manure generally br black. The manure will be measured by measuring box ( farma).Transporting, loading unloading etc.) lead charges for 20 kms is considered.



20 Mixing garden soil/silt :- mixing garden soil/silt and manure thoroughly well, watering previous night. Planting required plant species, lawn grass as directed etc. complete. (1/10 of semiskilled labour).



21 Filling fresh garden soil/ silt :- Filling fresh garden soil/ silt & manure in excavated area including lead upto a distance of 50mtrs (1/10 of unskilled labour)



22 Preparing lawn (30cms depth) :- Excavating the ground to a required depth of 30 cms. removing and conveying unwanted stuff to a required distance as directed. Filling fresh garden soil/slit and manure in excavated area in 3:1 proportion to a height of 30 cms. Mixing soil and manure thoroughly well, leveling, watering on previous night. Planting required variety of lawn grass as directed and





maintaining till well established by watering, weeding, clipping, rolling etc. complete.

23 Preparing Instant lawn (20cms. depth) Excavating the ground to a required depth of 20 cms, removing & conveying unwanted stuff to a required distanse asdirected. Filling fresh garden soil/ silt & manure in excavated area in 3:1 proportion to a height of 30 cms. Mixing garden soil and manure throughly well ,levelling, watering on previous night. Planting required variety of lawn grass as directed and maintaining till well established by watering, weeding, clipping, rolling, etc. complete.


Well grown fresh lawn. Work shall be execuated as per standard specification & s directed by Engineer-incharge

24 Preparing edging or border :- Excavating the ground to a required depth 20 cms. in the required area, removing and conveying unwanted stuff, rubbish to a required distance as directed. Filling fresh garden soil/slit and manure in excavated area in 3:1 proportion to a height of 20 cms. Mixing, leveling, watering, weeding, stirring, of soil replacing casualties, pruning if necessary etc. complete.



25 Preparing flower bed :- Excavating the ground to a required depth of 30 cms. removing and conveying unwanted stuff to a required distance as directed. Filling fresh garden soil/slit and manure in excavatedarea in 3:1 proportion to a height of 30 cms. Mixing soil and manure thoroughly well, leveling, watering on previous night. Planting seedling of required annuals 25 cms. apart maintaining till well established by watering, weeding, stirring replacing of casualties etc. complete.



26 Preparing shrubbery :- Excavating the ground to a required depth of 30 cms, removing & conveying unwanted stuff to a required distanse as directed. Filling fresh garden soil/ silt & manure in excavated area in 3:1 proportion to a height of 30 cms. Mixing garden soil and manure throughly well , levelling, watering on previous night. Planting well developed shrubs plants, 0.50 mtrs height, 0.45 mtrs apart as directed and maintaining till well established by watering, weeding, stirring, replacing casualties, etc. complete.


2' to 5' height mutltibranched or bushy. Work shall be execuated as per standard specification &as directed by Engineer-incharge

27 Rose/flowering plant :- Excavating pit with size 0.3mx0.3mx0.3m removing and conveying unwanted stuff to a required distance as directed. Filling the pit with the fresh Garden soil and manure in 3:1 proportion to a height of 0.3m.mixing the soil & manure thoroughly well, leveling watering on previous night. Planting 40 to 50cms, height healthyplant of required rose variety. Maintaining till well established by watering, weeding, stirring, pruning, replacing the causalities etc. complete.





28 Planting/Creepers/Climbers(Mogra) :- Excavating pitwith size 0.3mx0.3mx0.3m removing and conveying unwanted stuff to a required distance as directed. Filling the pit with approved excavated material up to height 0.15m with the fresh Garden soil and manure in 3:1 proportion Mixing soil & manure thoroughly well, leveling, watering on previous night. Planting one or two year old healthy plants as per specifications. Maintaining till well established by watering, weeding, stirring, replacing the causalities etc. complete



29 Planting large flowering / shady trees :- (Minimum height to 1 mtr.) Digging pit with size 0.9 x 0.9 x 0.9 removing and conveying unwanted stuff to a required distance as directed. Filling the pit with approved excavated material up to the height of 0.30 m and remaining ht of 0.6 m. with fresh garden soil & manure in 3:1 proportion. Mixing soil & manure thoyoughly well, levelling, as directed, watering previous night, p-lanting 1 to 2 yrs old, min. 1.0 mt ht., healthy tree sapling as per specifications. Maintaining till well established by watering, weeding, stirring of soil, staking, replacing of casualties etc. complete.


8' to 10' tall , multi branched, stem girthminimum 3". Specimen tree by best quality available & make sure the main branch is straight. Work shall be execuated as per standard specification &as directed by Engineer-incharge

30 Planting small and medium size ornamental/flowering plants (Minimum height 0.5 m) :- Digging pit with size 0.6X0.6X0.6m, removingand conveying unwanted stuff to a reqd distance as directed. Filling the pit with approved excavated material upto a height of 0.6m in 3:1 proportion. Mixing soil & manure thoroughly well, leveling as directed watering previous night. Planting one to twoyears old healthy plant sapling as per specification. Maintaining till well established by watering weeding, stirring of soil stacking replacing of casualties etc.complete.


10' to 12' tall , multibranched, stem girthminimum 3". Specimen tree by best quality available & make sure the main branch is straight. Work shall be execuated as per standard specification &as directed by Engineer-incharge

31 Planting large exotic/native trees as per selection (Minimum height 4.5m) :- Digging pit with size 2X2X1.5m, removing and conveying unwanted stuff to a reqd distance as directed. Filling the pit with approved excavated material upto a height of 1.5m and remaining height of 0.6m with fresh garden soil and manure in proportion 3:1. Mixing soil & manurethoroughly well leveling as directed watering previous night planting 2 to 3 years old minimum 2.0m ht. healthy trees sapling as per specification Maintaining till well established by watering weeding, stirring of soil stacking replacing of casualties etc.complete.


10' to 12' tall , multibranched, stem girthminimum 3". Specimen tree by best quality available & make sure the main branch is straight. Work shall be execuated as per standard specification &as directed by Engineer-incharge

Landscape irrigation work:



32 Providing and supplying in standard lengths Polyethelene Pipes H.D.P.E. conforming to IS-4984/14151/12786/13488 with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint, including all statutary duties and taxes, such as GST levied by GOI & GOM in all respects transportation and freight charges, inspection charges, loading/ unloading charges, conveyance to the departmental stores/ site and stacking the same in closed shade duly protecting from sunrays and rains, etc. complete. Grade P.E.-100 Item no. A a) 6 Kg/cm²

a.) 160 mm x 6 Kg/cm²b.) 100 mm x 6 Kg/cm²c.) 75 mm x 6 Kg/cm²d.) 63 mm x 6 Kg/cm²e.) 40 mm x 6 Kg/cm²

MJP DSR 2016-17



33 Providing, fixing, testing & commissioning of Upvc Pipe as per IS 4985, Jain/Supreme/ Finolex make with all necessary fittings, including all labours, all taxes if any.etc.complete,

a.) 75 mm x 6 Kg/cm²b.) 63 mm x 6 Kg/cm²c.) 40 mm x 6 Kg/cm²

MJP DSR 2016-17



34 Providing ISI standard R.C.C. pipes in standard lengths of following NP-2 class and diameter suitable for either collar joints or rubber ring joints, including all taxes (Central and local), inspection charges, transport to departmental stores / site, unloading and stacking, etc. complete. (IS-458/1988)Notes: 1) One collar should be supplied with each full length plain ended RCC pipe, cost included in rates below. 2) One rubber ring should be supplied with each full length of socketed pipe, cost included in rates below.



35 Providing, fixing, testing & commissioning of Gear Driven Pop-up Sprinklers Radius 10m to 12m @ 2.5 bar Q=0.3 lps (1-360 degrees) model PGP,RPS, 5004Hunter/Rainbird / K-Rain make with check valve including all necessary fittings, labours & taxes if any.



36 Providing, Fixing, Testing & Commissioning of Spray Pop-up Sprinkler of radius 3 to 5 m @ 2.5 bar,Q-0.20 LPS with VAN nozzle,with check valve, model PS-02 / UNI-SPRAY, Make - Rainbird /Hunter including all necessary fittings and labours, all taxes if any etc. complete.



37 Providing, fixing, testing & commissioning of Swing Joint 3/4" x 30 cms, Make -Jain/ Rainbird /Hunter/Harit


Work shall be execuated as per standard specification &as directed by



Engineer-incharge

38 Providing, fixing, testing & commissioning of SwingJoint 1/2" x 30 cms, Make -Jain/ Rainbird /Hunter/Harit



39 Providing, fixing, testing & commissioning of 3/4" Quick Coupling Valve and QCV Key with hose swivel arrangement of solid brass construction Rainbird/ Harit, Enclosed in a 6" Valve Box with Galvanised MS Service Saddle,GI barrel piece, all necessary fittings, including all labours, all taxes if any.etc.complete.



40 Providing, fixing, testing & commissioning of 40mm PVC Flush Valve, Jain / Plasson make including all necessary fittings, all labours, all taxes if any etc. complete.



41 Providing, Fixing, Testing & Commissioning of 40 mm PVC Ball Valve, Jain / Plasson make including all necessary fittings, all labours, all taxes if any etc. complete.



42 Providing, Fixing, Testing & Commissioning of 63 mm PVC Ball Valve, Jain / Plasson make including all necessary fittings, all labours, all taxes if any etc. complete.



43 Supplying & Installing cast iron double flange butterfly valve of size 100mm dia. as per specification No. FFVL/ BFV



44 Providing and installing 1 " Air valve assembly Harit/ Ivc make with M.S.Service Saddle,GI Riser, including all necessary materials and labour, all taxesif any etc.complete.



45 Providing, fixing, testing & commissioning of 1.5" Solenoid Valve Globe Type with Flow Control female BSP Inlet Hunter/ Rainbird make including all necessary fittings, all labours, all taxes if any etc. complete.





46 Providing, fixing, testing & commissioning of 2" Solenoid Valve Globe Type with Flow Control female BSP Inlet Hunter/ Rainbird make including all necessary fittings, all labours, all taxes if any etc. complete.



47 DRIP-1: Providing, fixing, testing & commissioning of 16mm x 2.5 kg/cm2 Drip Polytube as per IS:12786 Jain / Plastro / Netafm make with all necessary fittings of ISI mark, including all labours, all taxes if any etc.complete.



48 DRIP-2: Providing, fixing, testing & commissioning of Pressure compensating Drippers 4/8 lph as per IS:13487 Jain / Plastro / Netafm make with all necessary materials and labour ,all Taxes etc.complete.



49 DRIP-3: Providing, fixing, testing & commissioning of 6mm x 2.5 kg/cm2 Drip Polytube as per IS:12786Jain / Plastro / Netafm make with all necessary fittings of ISI mark, including all labours, all taxes if any etc.complete.



50 Providing & Fixing of Valve Boxes 12" Rectangular on brick base with openable top cover of Rainbird/ Jain/Harit make with all necessary materials and labour and taxes if any etc complete.



51 Providing & Fixing of Valve Boxes 9" Round on brick base with openable top cover of Rainbird/ Jain/Harit make with all necessary materials and labour and taxes if any etc complete.



52 Providing & Fixing of Valve Boxes 6" Round on brick base with openable top cover of Rainbird/ Jain/Harit make with all necessary materials and labour and taxes if any etc complete.



53 Providing, fixing, testing & commissioning of Sand Filter 40m3 Metal type as per IS 14606 , Make- Jain / Plastro/Premier including all necessary fittings,labours, all taxes if any.etc complete.



54 Providing, fixing, testing & commissioning of Disc Filter 40m3 Metal type as per IS:12785 , Make- Jain / Plastro/Premier including all necessary fittings,labours, all taxes if any etc. complete.





55 Supply, installation, testing and commencing Grundfos/ DB/ KSB/ KBL /CG 43-SERIES or equivalent make VFD 7.5HP pump having operating Voltage 220V ± 10% - Single phase 4I5V ± 10% - Three phase maximum current 13.3A operating pressure 15bar control system type-3 (VFD model) including motor protection - CGHM : IP 44 CGVM :IP 54 Insulation Class - CGHM : 'B' Class CGVM : 'F' Class Pressure tank - Upto 3 HP, 200 liters Above 5HP, 500 liters. ( Model no.- CG 43-SERIES 43CGVM 16/7.50-6 or equivalent) a.)HP-4 x 7.5 b)Discharge- H(m) / Dis.(lpm) = 68 / 798 c.)Max. pressure obtainable (bar)=8.4 d.)Pressure setting upto (bar)=5.6 e.)Input Voltage for System (50Hz)Supply, installation, testing and commencing Wellmate/Zeal mate make Vertical Pressure tank of capacity 500Lts. With necessary brass/ stainless steelconnectors, ideally suited for: • Booster systems • Irrigation systems.Supplying & erecting automatic outdoor control panel for 7 to 10 HP for VFD pump (4-nos) 3-phase above pumps with logic comprising of Ammeter, Voltmeter, O/L Relay, contactors, MCB, single phasing preventer, Push buttons, Indicator lamps, Low level water cutoff sensors,VFD Logic etc complete.



56 Supplying and erecting flat flexible 3 core 4 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete.

12_5_9 As directed by Engineer in charge.


57 Supplying and erecting flat flexible 3 core 1.5 sq mmPVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete.



58 Pressure Switch (PS) : Supplying and installing DANFOSS make pressure switch with 12/15 mm Ø isolation valve, G.I. nipple, elbow etc. in an approved manner as per specification No. FF-FFA/PS



59 Pressure Gauge (PG) : Supplying and installing pressure gauge of 100 mm Ø., 0- 300 PSI or 0-21 kg per cm square fitted with 12/15 mm Ø. pad cock valve, and G.I. pipe, elbow etc. as per requirement inan approved manner as per specification No. FF-FFA/PG

(13_8_17)



60 Supplying and installing double flange NRV of size 75/80 mm dia as per specification No. FF-VL/NRV

(13_7_17)






61 Supplying & Installing cast iron double flange butterfly valve of size 75/80 mm dia. as per specification No. FFVL/ BFV

(13_7_13)



62 Providing and fixing delivery & common header piping white PVC schedule-40 size 150mm dia.



63 Supplying & Installing cast iron double flange butterfly valve of size 150 mm dia. as per specification No. FFVL/ BFV

(13_7_15)



64 Supplying and installing double flange NRV of size 150 mm dia as per specification No. FF-VL/NRV

(13_7_20)



65 Providing, fixing, testing & commissioning of Decoder Controller Suitable for 99 Station capacity with Plastic Pedestal Hunter / Rainburd make including all necessary fittings, labours, all taxes if any.etc complete.



66 Providing, fixing, testing & commissioning of 1 Station decoder Hunter/ Rainburd Make including all necessary fittings, labours, all taxes if any.etc complete.



67 Providing, fixing, testing & commissioning of 2 Station decocer Hunter/ Rainburd Make including all necessary fittings, labours, all taxes if any.etc complete.



68 Providing, fixing, testing & commissioning of Grounding for Decoder Cable including all necessary fittings, labours, all taxes if any.etc complete.





Sub Head-IX(A) : RETAINING WALL AND TOE WALL

SPECIFICATIONS

Item No.


Specification No.


1 Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc.including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with Natural / VSI standard Artificial Sand, cement 4.05 bags/cumt)

11.29 CD 8 Page 163

Before execuation of work material shall be tested and got approved from engineer-in-charge. The concrete shall bevibrated by plate / needle / form type vibrators. The acceptance criteria shall be 28 days strength only &as perIS:456-2000.

2 Providing & fixing 25mm thk. in two layers or 50mm thk. In one layer, polypropelene material sheet of "SIL-EPF Suprim" make or equivalent make for expansion joint in between two columns including neat cutting the side faces, necessary labour, scaffolding etc. complete. Additional spec as directed by engineer-in-charge.



3 Providing weep holes in brick masonry /plain /reinforced concrete abutment, wing wall / return wall with 100mm diameter AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face as per drawings and technical specifications etc. complete.

12.69 MORT and H-2700 and 2200


Sub Head-IX(B) ENTRANCE GATE

1 Providing and laying Cast in situ/Ready Mix cement concrete M-40 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detailed designsand drawing or as directed including centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and evensurface or roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel).with fully automatic mico processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand

25.19 Bd.F.3 Page No. 298 and B.7,Page No.38.




2 Providing and laying Cast in situ/Ready Mix cement concrete M-40 of trap / granite /quartzite/ gneiss metal for R.C.C. columnsas per detailed designs and drawing or as directed including centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand

a.) Column below 3.65m ht.b.) Column from 3.65 to 7.30m ht.c.) Column above 7.30m ht.



3 Providing and laying Cast in situ/Ready Mix cement concrete M- 40 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be providedand curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand

a.) below 3.65m ht.b.) from 3.65 to 7.30m ht.c.) above 7.30m ht.



4 Providing and laying Cast in situ/Ready Mix cement concrete M-40 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs andlandings as per detailed designs and drawings including centering, formwork, cover blocks, laying/pumping, compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand

a.) Slab below 3.65m ht.b.) Slabs from 3.65 to 7.30m ht.c.) Slab above 7.30m ht.


Before execuation of work material shall be tested and got approved from engineer-in-charge. The concrete shall bevibrated by plate / needle / form type vibrators. The acceptance criteria shall be 28 days strength only &as perIS:456-2000



5 Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metalfor R.C.C. pardi of required thickness including centering, formwork, cover blocks, laying/pumping, compacting , curing , finishing and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with fullyautomatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand

26.17 Bd.F.11 PageNo. 304 and B.7,Page No. 38


6 Providing and casting in situ cement mortor in (1:1.5) proportion of fine natural sand for Ferro-crete pardi / fins / wall curved in plan and sloping in shape proper line and level up to 125mm thk. Chicken mesh in two layers wrapped together on weld mesh 2.5mm dia. of 50x 50mm square mesh and TMT reinforcement 8mm tor @ 150 mm c/c both ways tied with welding. Machine mixed mortor applying manually with toe and mechanically vibrated to achieve the desired density including centering, formwork, compacting and roughening them up to special finish exposed surfase is to be provided and curing, rate including all lead, lifts and prevailing taxes, labour as directed etc. complete. (Including reinforcement/chicken mesh/weld mesh). Spec equivalent to spec. No: Bd.F.11 Page No. 304 and B.7, Page No. 38 Additional specification as directed byengineer-in-charge.



7 Providing and fabricating structural steel work in rolled sections,fixed with connecting plates or angle cleats in main and cross beams, hip and jack rafters, purlins connecting to truss members and the like, as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/ bolted/ welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete.

23.02 Bd.C.3 Page No. 275

Before execuation of work material shall be tested and got approved from engineer-in-charge. The steel shall be checked for any bendor rust on them. The strength of the steel shall be as per IS.

8 Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of bays as specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns purlins, tie runners, foundation bolts, base plates, nuts and bolts, welding wherever required etc. as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade etc. complete. Spec. No. : As directed by Engineer-in-charge.

23.07 B-18 Page No. 78

Before execuation of work material shall be tested and got approved from engineer-in-charge. The steel shall be checked for any bendor rust on them. The strength of the steel shall be as per IS



9 Providing and fixing in position to the exact profile and prestressing the high tensile strands to specified ultimatestrength, standard end anchorages, cable ducts, grouting ducts after prestressing and bearing plates with wedges as per detailed drawings including necessary plant and machinery for prestressing etc. complete


Before execuation of work material shall be tested and got approved from engineer-in-charge. The steel shall be checked for any bendor rust on them. The strength of the steel shall be as per IS. Note:- Contractor should submit necessary shop drawing & work methodology for approval by architect/client before execution of all types of structuralsteel, prestressed concrete work.

10 Providing Gas or Electrical welding for structural steel section, plates as per detailed drawing. For less than 10 mm thick section.

23.08 B.18, Page No 78


11 Grouting the base plates, frames, foundation bolts, sleeves, etc. of any shape and size under base plate after erection and alignment if necessary, structural steel work, machinery at any elevations including rougheningsurface, cleaning, ramming, curing, etc with Conbextra GP-2`Fosroc'/ Pidigrout10/ Conbextra GP-2 or equivalent upto 100mm thk. all complete. as per specifications. (Cost of all material and clearning the pocket by compressed air shall be in the scope of the contractor). Additional spec. As directed by Engineer-in-charge.



12 Providing fine cement finish 1.5 mm thick over green plaster surface including scaffolding curing etc. complete.



13 Labour charges for providing groove in external plaster having width and spaced as directed by engineer incharge etc. complete.





14 Providing and applying gypsum plaster (with Gypsum material of Gypsum India / Mega Sign or equivalent make ) with finishing with gypsum material in 10 to 13 millimeter thickness to previously plastered surface / or on newly brick surface (Excluding rough cast plaster ) in all position including preparing and Finishing the surface scaffolding etc.complete.



15 Providing and applying Texture plaster with finishing with Purlina/ Rustic texture material (with texture material of Asian/ Renava/ Nitco/ Temtex or equivalant company make) in 3 to 4 milimeter thickness on previously finished plastered surface including plaster Groove 6mm thick or Tape Grooves 35 to 45mm thickness or as required in all postion including preparing the surface scaffolding etc. complete. ( Excluding texture Paint and Texture Paint Finishing) (Prior permission of S.E. is required before inclusion of this item in the estimate)



16 Providing and applying aggregate texture plaster of 12-15mm thickness in two coats first 2-3mm to seal the substrate directly apply with MORCEMDUR-P or equivalent material "grupopuma" or equivalent make, on external surfase of brick/concrete wall surfases with the use of a trowel, and then apply second coat up to achiving required rough finish, (Finish "grupopuma" or equivalent catlogue code 1) GRIS070, 2)VERDE060, 3)HUESO020, 4)ROJO040, 5)MARFIL010. in all position including preparing the surface, scaffolding, curing etc.complete. Additional specification as directedby engineer-in-charge.


Work shall be execuated as per standard specification &as directed by Engineer-incharge.Design and Material specification shall begot approved from architect and Engineer in charge before execution of work.

17 Providing and laying jointless Polydee-LM, a highly flexible elastometric coating for RCC / cementitious surface for terrace waterproofing on B.B. Coba / R.C.C, after application of TP-42 Primer on perfectly clean surface (free from loose dust and foreign matter) application of 1st coat of Polydee-LM @ 700 gms/sqm and applying 2nd coat of Polydee-LM @ 700 gms/sqm and finishing the same with sprinkling the AG-10 granules on the wet coating. (After finishing covering the treatment with 25mm cement plaster for protection with fibrillated 6mm Plyplast fibre @ 125 gms/sqm to be paid in separate item.) covering 7 years guarantee on Court Fee Stamp Paper of Rs. 100/- etc. complete



18 Providing and applying water proofing treatment using acrylic polymer modified cement based water proofing coating with fibre glass mesh mixing at the rate of powder to liquid (2:1) by weight covering 9 to 10 sqm /kg with two coat using Dr. Fixit or alike of chemicals for masonry and concrete surface by brush covering 7 years guarantee on Stamp Papers etc. complete. Spec. No.: As directed by Engineer in charge.





19 Providing and laying in position flooring of telephone black / Amba White / Cat bary brown / Ruby red / Ocean Brown granite stone of approved shade and size 18 mm to 20 mm thick on bed 1:6 cement mortar including cement floats striking joints, pointing in C.M. 1:3 curing and cleaning etc. complete

33.34 Bd.M. 3 B/Page No. 380

The bed mortar or mix shall be of uniform thickness. The joints shall be aligned in proper perpendicular. Too many cut pieces of stone slab/tiles shall be avoided. Work shall be execuated asper standard specification &as directed by Engineer-incharge

20 Providing and laying in position skirting of telephone black/ Amba White/ Cat bary brown/ RBI red/ Ocean Brown granite stone of approved shade and size 8mm to10mm thick mirror polished granite tiles length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials.



21 Providing leather finished polishing to Granite Stone slab by continuous grinding in 4 coats of different bits to receive rough and matt finish including buffing process before laying and fixing of stone as per drawingand design, including cleaning, washing and finishing etc. complete.



22 Providing Half-round Moulding (Full Moulding ) to 18 mm to 20mm thick granite stone including fine polishing and cleaning etc. complete.



23 Providing Quarter-round Moulding (Half Moulding ) to 18 mm to 20 mm thick granite stone including fine polishing and cleaning etc. complete.



24 Providing Chamfer Of Required size to granite stone includingfine polishing and cleaning etc. complete.





25 Providing and fixing solid core flush door shutter in single leaf 32 mm thick decorative type of exterior grade as per detailed drawings approved face veneers 3 mm thick on both faces or as directed, all necessary beads, mouldings and lipping, wrought iron hold fasts, chromium plated fixtures and fastenings, with brass mortise lock, chromium plated handles on both sides, and finishing with French Polish etc. complete.

39.09 BD-T-34 Page No. 499


26 Providing and applying pearl/ luster finish paint of approved colour and shade to the existing plaster surface including scaffolding, preparing the surface, applying the acrylic wall putti etc. complete.



27 Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension 63.50 x 38.10x 1.02 mm at weight 0.547 kg/Rmt. and window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 kg/Rmt. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. And handle section 40 x 18 x 1.25mm at weight 0.417 kg/Rmt. and top section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mmthick plain glass with all required screws and nuts etc, complete. With powder coating with box



28 Providing and fixing in position (as per 1868 / 1982) Aluminium sliding window of three tracks with rectangular pipe 95 x 38.10 x 0.90 mm at weight 0.637 kg/Rmt. with window frame bottom track section 92 x 31.75 x 1.30 mm at weight 1.070 kg/Rmt.. Top and side track section 92 x 31.75 x 1.30 mm at weight 0.933 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. and handle and top section 40 x 18 x 1.25 mm at weight o.417 kg/Rmt. As per detailed drawings and as directed by Engineerincharge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass and aluminium mosquito net shutter with stainless steel jail with all required screws and nuts etc, complete. With powder coating with box



29 Providing and fixing in position aluminium partly openable and partly fixed window of any size as per detailed drawing and as directed by Engineerincharge with all necessary alluminium sections including





necessary fixtures and fastening with 5 mm thick float glass etc. complete. b) With powder coating Note While arriving at the rate of item of item weight at 6.90 kg/Sqm is considered.


30 Providing and fixing in position powder coated aluminium louvered windows / ventilator of various sizes with powder coating as per detailed drawing and specifications including aluminium frames 80 x 38 mm x 1.22 mm box type, 5 mm thick sheet glass louvers, of approved quality etc. complete.



31 Providing and fixing 900mm high S.S.304 Grade Stainless steel railing with 40mm diameter and 1.5mm thick at top,40mm diameter and 1.5mm thick vertical supports spaced at 1.5m center to center and 8mm thick toughened glass including fabricating ,fixtures, errecting, necessary welding , grinding , finishing, buffing to stainless steel pipe etc. complete



32 Supply & Installation ,Fundermax Max- exterior panels or equivalent, Max alucompact panels for façade cladding in all position. Fundermax " External Grade or equivalent Max –exterior, F –quality, Flame Retardant Cladding system should be made from high density compressed Craft & Décor paper, 6mm thk. on sub–girdsystem of aluminum frame- sections of 75x38mm and 38x38mm @ 600mm C/c. as per drawing, design or as directed by engineer, Frame attached to masonry wall, concrete, plaster surfaces, in all position with necessarystandard hardware fittings recommended by "Fundermax" or equivalent like_nuts, bolts, washers, anchors, accessories, rivets, etc. (Including fabrication for support if reqd. extra) with including necessary scaffolding , lead, lift etc. all complete. Additional specification as directed by engineer-in-charge. Note: Materials samples, cladding patterns, shapes, shades, texture etc. approved by architect before commencement of work.


Work shall be execuated as per standard specification &as directed by Engineer-incharge.Design and Material specification shall begot approved from architect and Engineer in charge before execution of work.Shop drawing shall be got approvedbefore execution of work.

33 Providing "STAGE SCAFFOLD" using Steel Scaffolding Pipe Frames made of 40 mm dia. MS Pipes and bracings with scaffold boards including hire chargesfor MS Pipe Frames scaffolds boards etc., and cost and conveyance of all other consumable accessories, taxes etc complete for finished item of work for PLAN AREA


Work shall be execuated as per standard specification &as directed by Engineer-incharge.Approval shall be taken befor execution of this item.

Sub Head-X : PLUMBING AND DRAINAGE:

Sr.No.

DESCRIPTION OF ITEMS SSR No: Specification No. AdditionalSpecification

Sanitary Fixtures



1 Providing and fixing 1st class white glazed earthenware Orissa Type W.C. Pan 580 mm dia including P or S trap cast iron soil and vent pipe upto the outside face of the wall (1:5:1 0) cement concrete bedding 15 mm thick, 10 liter P.V.C. flushing cistern with all necessary pipe connection etc. complete.



2 Providing and fixing European type wall-hung white water closet of Paryware / Hindware with push valve concealed type with cover plate 32mm size of JAQUAR MAKE SERIES FLV-1095 including soil pipe ,vent pipe up to outside face of wall ,100mm dia. G.I. plug bend inlet pipe all fittings, cuttingand making good walls, floors etc. complete.



3 Providing and fixing white glazed earthenware Wash Hand Basin of 55cm. x 40 cm. size including cold water pillar tap/cold and hot water pillar tap brackets, rubber plugs and brass chain, stop tap andnecessary pipe connections including P.V.C. waste pipe and trap up to the outside face of the wall. Making good the damaged surface, testing etc. complete.

41.63 Bd.V.30 Page No. 565


4 Providing and fixing white glazed earthenware lipped flat back/corner type Urinal with PVC 5 liters flushing cistern with fittings, inlet pipe with stop tap, brackets for fixing the cistern, 32mm diameter P.V.C. flush pipe with fitting including lead soil pipe, lead trap and soil pipe connection upto the outside face of wall.

41.60 Bd.V.26 Page No. 564


5 Providing and fixing machine cut mirror polished 18 mm to 20 mm thick telephone black granite / Amba White / Cat bary brown / RBI red / Ocean Brown granite stone partition with rounding the edges etc. complete . Both side polish

33.36 Bd.M.35 B/Page No.393


6 Providing and fixing stainless steel sink of size 600x 510 x 200mm incluidng coupling, outlet pipe, elbow and other necessary fitting, finishing etc. complete.Spec : As directed by Engineer In Charge

42.78BDV



7 Providing and fixing C.P. sink cock with raised "J" shaped swinging casted spout jaquar or equivalent make continental (CAT.NO. CON 359) including necessary sockets/ union nutetc. complete.Spec. No.: As directed by Engineer in charge

42.84 BDV



8 Providing and fixing C.P. Angular stop clock with wall flange Jaquar make or equivalent continental (CAT.NO. CON059) including necessary sockets/union nut etc. complete.





9 Providing and fixing C.P. BIB cock with wall flange jaquar or equivalent make continental (CAT.NO. CON047) includingnecessary sockets/ union nut etc. complete.Spec. No.: As directed by Engineer in charge

42.83 BDV



10 Providing and fixing C.P.Two way BIB cock jaquarmake or equivalent continental (CAT.NO. CON-041) including necessary sockets/union nut etc. complete.

42.80 BDV4



11 Providing and fixing 15 mm diameter PVC Aqua kraft type Supreme make or equivalent make super jet spray with flange 2 in 1 faucet 1.50 metre long including all accessories etc complete.



12 Providing and fixing 450mm x 550mm size superior type Belgium mirror with 16mm dia. nickel plated towel rod etc. complete.



13 Providing and fixing 10Cm PVC Nahani Trap withgrating etc. complete.

42.67 BD.V 32 A page 551 and asdirected by Engineer incharge


14 Providing, supplying, fixing, testing and commissioning of Grab bar 400mm at Handicap toilet.


Work shall be execuated as per standard specification &as directed by Engineer-incharge.Design andMaterial specification shall be got approved from architect and Engineer in charge before execution of work

Soil, Waste, Vent & Rain Water Pipes:15 Providing and fixing 75 mm dia stabiliser pipe/

P.V.C. soil vent/waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps etc. complete. (As per IS 13592-1992 Type B, 6 kg/sq.cm pipes are recommended for use in soil and waste discharge system)Spec : As directed by Engineer In Charge





2 Providing and fixing 110 mm dia stabiliser pipe/ P.V.C. soil vent/waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps etc. complete.. (As per IS 13592-1992 Type B, 6 kg/sq.cm pipes are recommended for use in soil and waste discharge system)Spec : As directed by Engineer In Charge



3 Providing and fixing P.V.C. Rain water pipes of 110mm outer diameter and having wall thickness of 2.2 to 2.7 mm confirming to I.S. 13592-1992 including proper rainwater receiving recess with P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and number ,filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on C.C. or masonry blocks, including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc. complete. (The contractor shall give 3 yrs guarantee bond for payment). Spec : As directed by Engineer In Charge



Water Supply:

4 Providing and fixing on walls/ ceiling/ floor 15 mmdia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.Spec. No.: BD.V 5 page 551 and as directed by Engineer in charge

42.55 BD.V 5 page 551 and as directed by Engineer in charge



















10 Providing and laying in trenches 15 mm dai. CPVCpipe including necessary excavation, fittings. Refilling trenches etc.complete Including removingexisting pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.

42.61 BD.V 5 page 551 and asdirected by Engineer incharge



















16 Providing and fixing H.D.P container Syntex or alike one piece moulded water tank made out of low density polythyler and built corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity above 1000 to 20,000 litres

42.54 Asdirected by Engineer incharge


17 Providing and making ISI Mark ferrule connection of 50 mm dia. to water main including ferrule coupling cast iron bell mouth cover, built in non return valve and fixing including excavation and reinstatement complete.

42.77 Bd.V. 4 page 551 Work shall be execuated as per standard specification &as directed by Engineer-incharge

18 Providing and fixing screw down for 32 mm dia. wheeled stop tap of brass including necessary sockets/union nut complete.Spec. No.: Bd.V.9 Page No. 555

41.46 Bd.V.9 Page No. 555



41.47 Bd.V.9 Page No. 555



41.48 Bd.V.9 Page No. 555



41.49 Bd.V.9 Page No. 555



41.50 Bd.V.9 Page No. 555


External Drainage 23 Excavating Hard Murum/metal road (B.T.) by

chiselling for preparing pit for poles stay or earth plates or for laying cables, pipes & clearing the siteby removing debris & making the site good.

(16_1_6 As directed by Engineer in charge

Work shall be execuated as per standard specification &as directed by



Engineer-incharge24 Providing and fixing 15cm x 10cm salt glazed

stoneware gully trap in cement concrete 1:4:8 outside the building including cast iron grating in the sink, connecting glazed stoneware pipe, brick masonry chamber with cast iron lid and cast iron grating for the gully trap.Spec. No.: Bd.V.38, Page No. 572

42.02 Bd.V.38, Page No.572


25 Providing and laying salt glazed stoneware pipe including fittings such as bends, tees, single junction, double junctions laying, jointing (including excavation and refilling the trenches) complete.Spec. No.: Bd.V.39, Page No. 573a) 100 mm dia

42.03 Bd.V.39, Page No.573


26 Providing and laying concrete pipes of I.S. NP. class of 225mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 andrefilling the trench complete.

42.08 Bd.V.41, Page No.573


27 Providing and constructing Brick Masonry Inspection Chamber 90cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W.pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140 kg with frame etc complete

42.13 Bd.V.43, Page No.573


28 Providing and fixing reinforced cement concrete cover of size 90 cm x 45 cm with frame over inspection chamber etc. complete. Heavy duty (225kg)



29 Providing and fixing hume pipe septic tank 900mmdiameter with vent pipe and cap including necessary (including excavation and laying)

42.18 Bd.V.45, Page No.575


30 Providing soak pit of size 120cm x 120cm x 120cmincluding excavating and filling with brick-bats.

42.19 Bd.V.46, Page No.576


31 Providing and constructing on sewer, B.B. masonrycircular manhole with concentric cone 1.2 M dia. atbottom and 0.5 M dia. at top and upto a depth of 2.00 M with 23 cm brick work in CM 1:4 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C.C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri

MJP DSR Pg. no. 338 SECTION - L : CHAMBERS, MANHO





type steps each weighing 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. etc. complete as directed by Engineerin-charge. (Rebatefor every decrease in depth of 50 cm or part there of)

LES & DRAINAGE DROPS Item no.-6 a.)

Sub Head-XI : FIRE FIGHTING SYSTEM

Item No.


Specification No.


Fire pumps (FP):

1 MAIN PUMP (Multi Stage Centrifugal) (MPF/MSC) : Supplying and installing, testing, perfect aligning and properleveling and commissioning of fire service main pump, multistage, of 2400 LPM (Litres/min.) at 88m head centrifugal type, 75 HP, (55 kW) or of suitable HP as per specification No. FFMFP/ MSC

13_2_1 FFMFP/ MSC


2 JOCKEY PUMP (Centrifugal) : Supplying installing, testing, commissioning of Jockey Pump of 240 LPM at 105 mtr. head 3ph. 415 A.C., 20 HP (18.5 kW) or of suitable HP with suitable Stages as per specification No. FF-MFP/JP

13_4_2 FF-MFP/JP Work shall be execuated as per standard specification &as directed by Engineer-incharge

3 BOOSTER PUMP : Booster Pump of 900 LPM at average 40 m Head, 12.5 HP either Monoblock or of suitable HP with suitable Stages.

13_5_4 As directed by Engineer in charge


4 Diesel Engine Driven Fire Pump :Supplying , installation, Testing and commissioning of diesel engine driven main fire pump suitable for automatic operation and consisting of following : complete in all respect as required a) Horizontal type, multistage, centrifugal pump of cast ironbody & bronze impeller with stainless steel shaft, mechanical seal to ensure a minimum pressure of 3.5 Kg / sq.cm. at highest and farthest outlet at specified flow of 2400lpm at 88 Mtr head conforming to IS 1520.b) Suitable HP, 1500 RPM water cooled with radiator, diesel engine conforming to relevant BS & IS standard complete with auto starting mechanism, 12 Volts / 24 Volts electric starting equipment, Diesel Tank, exhaust pipe extended up to1 m. outside pump house duly insulated with 50mm thick





glass wool with 1.0mm thick aluminums sheet cladding, residential silencer, instruments and protection as per specification, stop solenoid for auto stop in the event of faultwith audio indications, painted with post office red colour etc as required.c) M.S. Fabricated common base plate, coupling, coupling guard, foundation bolts etc as required.d) Suitable cement concrete foundation duly plastered with anti vibration pads.

5 Electrical Control Panel for Fire Pumps : Comprising of automatic switch unit isolators, pressure switches to set operating pressure, switches rated 500 Volt AC 50 Hz supply for continuous maximum load and Supply Company's regulations, contacts of suitable size, internal isolating baffles, terminal boxes for cables suitably screwed, standard 250 Volts, 15 Watt bayonet cap, indicator lamps for the respective pumps behind ruby domes suitably protected against damage, interlocking arrangements as per fire brigade stipulations, auxiliary switch/switches to provide warning by lighting of a lamp and hooters for audible alarm both at pump room and main fire console, tripping a circuit breaker connecting the electric supply to leave ample power for Fire Pump, if so required. Including startor suitable for above pumps. Auxiliary switch to be rated at 5-Amps. 250 Volts AC complete with C.T connected ammeters, volt meters and selector are to be provided on the panels for each starter and incoming switch fuse unit including necessary power & control cabling from panel to respective pumps complete as specified.

As directed by Engineer in chargeNote:- Contractor should submit necessary shop drawing/ GAD/ single line diagram for approval of engineer-in-charge before assembled the panel.


6 Supplying and installing G.I.pipe above ground of ‘C’ class ERW of size 25 mm dia with necessary fittings as per specification no.FF-PP

13_6_2 FF-PP Work shall be execuated as per standard specification &as directed by Engineer-incharge

7 Supplying and installing G.I.pipe above ground of ‘C’ class ERW of size 50 mm dia with necessary fittings as per specification No. FF-PP


8 Supplying and installing G.I.pipe above ground of ‘C’ class ERW of size 75/80 mm dia with necessary fittings as per specification No. FF-PP




9 Supplying and installing G.I.pipe above ground of ‘C’ class ERW of size 100 mm dia with necessary fittings as per specification no. FF-PP


10 Supplying and installing G.I.pipe above ground of ‘C’ class ERW of size 150 mm dia with necessary fittings as per specification no. FF-PP

13-6-6 FF-PP Work shall be execuated as per standard specification &as directed by Engineer-incharge

11 Supplying and installing G.I.pipe above ground of ‘C’ class ERW of size 200 mm dia with necessary fittings as per specification no.FF-PP


12 Supplying and installing G.I.pipe of ‘C’ class ERW of size 100 mm dia with necessary fittings as per specification no. FF-PP (Below Ground Piping


13 Providing coating of Bitumen Paint & 4mm thick Wrapping as per IS 10221 for underground 100 mm Ring Main of Fire Fighting System.


14 Supplying and installing G.I.pipe of ‘C’ class ERW of size 150 mm dia with necessary fittings as per specification no.FF-PP (Below ground Piping)


15 Providing coating of Bitumen Paint & 4mm thick Wrapping as per IS 10221 for underground 150 mm Ring Main of Fire Fighting System

13-6-9 As directed by Engineer in charge

Work shall be execuated as per standard specification &as directed



by Engineer-incharge

16 Excavating Hard Murum/metal road (B.T.) by chiseling for preparing pit for poles stay or earth plates or for laying cables, pipes & clearing the site by removing debris & making the site good.



17 Supplying and installing 100mm dia end line strainer for +vesuction as per specification No. FF-VL/ELS

13-7-6 FF-VL/ELS Work shall be execuated as per standard specification &as directed by Engineer-incharge

18 Supplying and installing 150 mm dia end line strainer for +ve suction as per specification No. FF-VL/ELS

13-7-7 FF-VL/ELS Work shall be execuated as per standard specification &as directed by Engineer-incharge

19 Supplying and installing cast iron double flange sluice valve 100 mm dia. As per specification No. FF-VL/SV

13-7-10 FF-VL/SV Work shall be execuated as per standard specification &as directed by Engineer-incharge

20 Supplying and installing cast iron double flange sluice valve 150 mm dia. as per specification No. FF-VL/SV


21 Supplying and installing cast iron double flange sluice valve 200 mm dia. As per specification No. FF-VL/SV




22 Supplying & Installing cast iron double flange butterfly valve of size 75/80 mm dia. as per specification No. FF-VL/BFV

13-7-13 FF-VL/BFV Work shall be execuated as per standard specification &as directed by Engineer-incharge

23 Supplying & Installing cast iron double flange butterfly valve of size 100 mm dia. as per specification No. FF-VL/BFV






26 Supplying and installing double flange NRV of size 75/80 mm dia as per specification No. FF-VL/NRV

13-7-17 FF-VL/NRV Work shall be execuated as per standard specification &as directed by Engineer-incharge


13-7-19 FF-VL/NRV Work shall be execuated as per standard specification &as directed by Engineer-incharge


13-7-20 FF-VL/NRV Work shall be execuated as per standard specification &as directed




29 Supplying & installing gun metal gate valve of size25mm dia as per specification No. FF-VL/GV

13-7-25 FF-VL/GV Work shall be execuated as per standard specification &as directed by Engineer-incharge

29 Supplying & installing gun metal gate valve of size50 mm dia as per specification No. FF-VL/GV

13-7-26 FF-VL/GV Work shall be execuated as per standard specification &as directed by Engineer-incharge

30 Supplying and installing gun metal single outlet hydrant valve fitted with necessary accessories complete as per specification No. FF-VL/HV

13-7-27 FF-VL/HV Work shall be execuated as per standard specification &as directed by Engineer-incharge

Fire Fighting Accessories (FFA)

31 Supplying and installing wall mounting swinging Hose reel drum fitted with 19 mm dia. 30m high pressure polypropylene (Polyhose) long fitted with necessary accessories complete as per specification No. FF-FFA/HV

13-8-3 FF-FFA/HV Work shall be execuated as per standard specification &as directed by Engineer-incharge

32 Hose Pipes : Supplying fire fighting R.R.L. Hose pipe, 63mm dia,15m in length, fitted with necessary accessories complete as per specification no. FF-FFA/RRL

13-8-6 FF-FFA/RRL Work shall be execuated as per standard specification &as directed by Engineer-incharge

33 Branch Pipe : Supplying G.M. branch pipe of 63 mm Ø fitted with 20 mm Ø detachable hexagonal nozzle as per specification No. FF-FFA/NZ

13-8-10 FF-FFA/NZ Work shall be execuated as per standard specification &as directed by Engineer-incharge



34 Nozzles (NZ) : Supplying & erecting Gun Metal Chrome plated Nozzle, 19 mm Ø complete as per specification No. FF-FFA/NZ

13-8-12 FF-FFA/NZ Work shall be execuated as per standard specification &as directed by Engineer-incharge

35 Fire Brigade Connection (FBC) : Supplying and installing fire brigade Header of 150 mm Ø, for supplying water in firetank as per specification No. FFFA/ FBC

13-8-13 FFFA/ FBC Work shall be execuated as per standard specification &as directed by Engineer-incharge

36 Siamese Connection (SMC) : Supplying and installing fire brigade Header (Siamese Connection) of 150 mm Ø for supplying water to wet riser system as per specification No. FF-FFA/SMC

13-8-14 FF-FFA/SMC


37 Air Cushion Tank (Air Vessel) (ACT) : Supplying and installing Air Vessel of 300 mm Ø 1.5m in height M.S. tank installed inside pump house as per specification No. FF-FFA/ACT

13-8-15 FF-FFA/ACT


38 Supplying and erecting 20/25mm Ø G.M.air release cock, with necessary G.I. coupling to be fitted on top of Air vesselor on wet riser as per specification No. FF-FFA/ARV

13-8-16 FF-FFA/ARV


39 Supplying and installing pressure gauge of 100 mm Ø., 0-300 PSI or 0-14 kg per cm square fitted with 12/15 mm Ø. pad cock valve, and G.I. pipe, elbow etc. as per requirement in an approved manner as perspecification No. FF-FFA/PG

13-8-17 FF-FFA/PG Work shall be execuated as per standard specification &as directed by Engineer-incharge

40 Supplying and installing DANFOSS make pressure switch with 12/15 mm Ø isolation valve, G.I. nipple, elbow etc. in an approved manner as per specification No. FF-FFA/PS

13-8-18 FF-FFA/PS Work shall be execuated as per standard specification &as directed




41 Orifice Plate (OP) : Supplying and erecting one no. Brass orifice plate having 6 mm. thickness, 140 mm outer dia of 140 mm at every single outlet hydrant valve as per specification No. FFFFA/ OP

13-8-19 FFFFA/ OP Work shall be execuated as per standard specification &as directed by Engineer-incharge

42 Supplying and erecting M.S./CRCA cabinet for housing single hydrant valve (size 400 x 400 x 400mm.) made from16 SWG sheet and angle iron 25 mm. x 25 mm. x 4 mm. having front doors with viewing glass (8"x6") and locking arrangement with necessary fixing material such as rubber bidding etc. duly painted in post box red colour.



43 Supplying and erecting M.S./CRCA cabinet for housing FireBrigade / SIEMESE connections (size 1250 x 400 x 300 mm.) made from 16 SWG sheet and angle iron 25 mm. x 25 mm. x 4 mm. having front doors with viewing glass (8" x 6") and locking arrangement with necessary fixing material such as rubber bidding etc. duly painted in post box red colour.



44 Supplying and erecting D.C.P. type Fire Extinguisher 5 kg capacity cartridge type with Gun Metal cap 150 gram CO2 gas cartridge, powder and brackets conforming to IS 2171-1985 and complete erected with necessary clamps made from 50x6 mm M.S. flat with nuts & bolts grouted in wall complete



45 Supplying & erecting Carbon Dioxide (CO2) fire extinguisher of 4.5 kg. Capacity Cartridge type conf. To IS 2878 /15683 Complete erected with necessary clamp made front 50x6mm. M. S. flat with nut & bolts grouted in wall complete.



46 Supplying and erecting ABC powder type 'Ceasefire' type fire extinguisher as per IS : 13849 of 1 kg capacity with necessary clamp for erection on wall.



47 Providing round bottom FIRE Bucket of 9 Litres capacity as per IS : 2546 made out of 24 gauge G.I. sheet with extra handle at bottom duly painted white inside and red outside with FIRE Mark, on provided stand/ wall hook.


Work shall be execuated as per standard



specification &as directed by Engineer-incharge

48 Providing floor mounting stand for keeping 4 Nos. of FIRE buckets 1500mm in length, 900mm in height frame made out of 30x30x4 mm. angle iron with cross supports for legs, welded with 4 hooks and duly painted with one coat of red lead and two coats of silver paint.



49 Supplying & installing One piece moulded HDP / Fibre water tank. for -ve suction only, having capacity 1000 ltrs.fitted with necessary accessories complete as per specification No. FFFFA/PT

13-8-1 FFFFA/PT Work shall be execuated as per standard specification &as directed by Engineer-incharge

50 Supplying & erecting of 3.25 km range Siren single phase 220/250 Volts Horizontal double mounting type 1/2 HP 6000RPM 50 cycles A.C. complete with adjustable foundation. As per specification no. SRN-AS/SM

15-1-10 SRN-AS/SM


51 Getting Approval from Chief Fire Officer of the system, Liasioning with Statutory Authorities by making the required drawings, submission, making revisions, re-submission, arranging for site visits for inspection, obtainingall related statutory authorities including all incidental charges (if any), by making the entire system operational and approved by the authorities. It includes cost of all liaisonworks



Sub Head-XII : ELECTRICALItem.No.

Description CSR No. 17-18

Specification No.


HT Services & Sub-Station



1 Supplying and Erecting approved make 630 kVA,3 phase, 50 c/s Oil immersed and naturally cooled outdoor type, Copper wound transformer with Energy Efficiency Level -2, BIS Standard with delta connected. on HV side & star connection on LV side with additional neutral brought out on load side,Temp rise should not Exceeding 4000 C by thermometer in oil and 4500C by the resistance in winding at full load rating, voltage rating 22/ 0.433 kV with HV tapping( with off load tap changer) Tappings on Transformer For Off Load +5 to -10 in Steps of 2.5% ,withstandard accessories complete with Test Certificate withlosses below 1953 watts at 50% load, 5565 watts at 100% load as per IS:1180 - 2014 Level II as per specification No SS- TR.with necessary permission of Electrical Inspector(

10-1-16

GEN-DG Work shall be executed as per PWD standard specification &as directed by Engineer-incharge

2 Supplying and erecting approved make 22 kV, 630 A, Vacuum Circuit breaker of required rating, on provided MSchannels / trench / foundation in an approved manner as per specification no SW-HTS / VCB

5-9-9 SW-HTS / VCB

Work shall be executed as per PWD standard specification &as directed by Engineer-incharge

3 Supplying , erecting, testing & commissioning 22kV, 630A, 16kA/3sec, 2Way Outdoor, Extensible motorised SCADA compatible RMU as per Electric Supply Co. specification conssting of 1No. feeder with Load Break Switch and 1No. feeder with VCB. | <1LBS +1VCB+M> as per specifiaation no. SW-HTS / RMU SCADA

5-9-24 SW-HTS/ RMU SCADA


4 Providing and erecting Heat shrinkable outdoor termination kit for 22 kV ( E ) XLPE HT cable3x240 to 400 sq mm. with necessary material as per specification No. CB-JT/HT

7-5-17 CB-JT/HT


5 Providing and erecting Heat shrinkable indoor terminationv kit for 22 kV ( E ) XLPE HT cable3x240 to 400 sq. mm. with necessary material as per specification No. CB-JT/HT

7-5-8 CB-JT/HT


6 Supplying , erecting & Terminating 3 x 300 sq. mm. 22kV, XLPE(E) armoured cable on wall/ceiling or laid in provided trench / pipe in an approved manner as per specification No. CB-HT

7-3-18 CB-HT Work shall be executed as per PWD standard specification &as directed by Engineer-incharge

7 Supplying, erecting, testing, commissioning 22-kV H.T. metering cubical (Compact type) approved by MSEDCL/Licensee fabricated with 2mm.(14 SWG) M.S.sheetswith supporting angle and channel, painted withpowder coating / epoxy paint of required shade copper bus bar size 25x6 mm electronic security lock and heavy duty mechanical lock, with counter meter for measuring no of times the opening of doors, top side cover ( C.T.P.T





COVER) interlock with meter doors, epoxy coated 3 nos C.T having required ratio between 5/5A to 100/5A burden 10 VA class 0.2S I.L.12/28/75 KVP epoxy terminal block suitable for provided trivector meter, and provision for incoming and outgoing cables etc complete duly tested by Licensee with necessary Test Certificates and erected on provided plinth/ C.C foundation

8 Supplying standard first aid box with necessary antiseptic cream, medicine for use on wounds due burn, crepe bandage, gauge bandage, medicated ready to use bandage (Band-aid) adhesive tape for medicinal use, scissors, anti-septic solution (Savlon or similar) etc. (All above contents shall be of standard makes)

10-2-27



9 Supplying and erecting D.C.P. type Fire Extinguisher 5 kg capacity cartridge type with Gun Metal cap 150 gram CO2 gas cartridge, powder and brackets conforming to IS 2171-1985 and complete erected with necessary clamps made from 50x6 mm M.S. flat with nuts & bolts grouted in wall complete

10-2-34



10 Provided pair of duly tested rubber hand gloves as per IS :340715 suitable for working on 22kV supply.

10-2-23



11 Supplying and fixing PVC Synthetic elastomer electrically insulating mat with class C insulation conforming to IS: 15652 – 2006 & CPRI tested having 3mm thickness upto 33 kV

10-2-32


Work shall be execuated as per standard specification & as directed by Engineer-incharge

12 Providing and erecting Heat shrinkable Straight through joint kit for 22 kV ( E ) XLPE HT cable 3x300 to 400 sq mm. with necessary material as per specification No. CB-JT/HT

7-5-26 CB-JT/HT


13 Providing printed instruction chart for treating persons suffering from electric shock, printed in English & Marathiand duly laminated.

10-2-22



14 Supplying and erecting mini feeder pillar triple pole with 200A FPMCCB as incomer and 2 outgoing circuits with HRC Fuse base and Cartridge of 100Aconsists ofn aluminium bus bar 500 V 200 A. complete erected in 14 gauge CRCA sheet box with supporting angles, self locks, gasket and slanting top to be erected on provided foundation as per specification No. SW-SWR/MFP

5-2-14 SW-SWR/MFP




15 Supplying and erecting mini feeder pillar triple pole with 300A FPMCCB as incomer and 3 outgoing circuits with HRC Fuse base and Cartridge of 100A consists of aluminium bus bar 500V 300Acomplete erected in 14 gauge CRCA sheet box with supporting angles, self locks, gasket and slanting top to be erected on provided foundation as per per specification No. SW-SWR/MFP

5-2-15 SW-SWR/MFP


16 Supplying & erectinginline D. P. Structure for 11/0.415 kV,200 kVA Transformer with R.S.J. Pole 2 Nos. of size 100 x116 mm x 11 Mtr. Long with suitable Distribution Box of C.R.C.A. Sheet 16 SWG (size 4 SqMtr.) with 4 Pole MCCB 300 Amps as incomer & 6 Nos. 100 Amps Kitkat for outing circuits. Transformer D.P. Structure includes the A. B. Switch 200 Amps, D.O. fuse Set & L.A. Set. 2 Nos.Top channel of size 100 mmx 50 mm for erection of A.B. Switch & 2 Nos. Base channel of size 100 mm x 50 x mm for erecting Transformer. Channel of size 75 x40 mm for erecting D.O. Fuse Set, L.A., A.B. Switch handle etc.Angle of size 50 x 50x6 mm for erecting Distribution Box , Transformer Belt etc.as per drawing (min. 124 Kg. iron work ) with neccessary clamps, Nutbolts. Vee cross arm, top clip, insulators etc. complete with caution board &barbed wire.D.P. Structure shall be erected in c.c. foundation complete.



Main LT Panal

17 Supplying and erecting Air circuit breaker non-drawout type of 800A, 500V, 3 pole with having S.C. rating 50 kA (Ics=Icu=Icw for 1s), standard acccessories on provided iron frame as per specification No. SW SWR/ACB

5-8-6 SW SWR/ACB


18 Supplying and erecting Bus bar chamber triple pole with neutral with four aluminium bars, 500V 1200A (800AX1.5times) complete as per specification no. CP-BB

6-2-6 CP-BB Work shall be execuated as per standard specification &as directed by Engineer-incharge

19 Supplying and erecting Intelligent flush mounted Maximum Demand Controller panel meter three phase fourwire 50-550 V Phase to phase Aux Supply 90-300VAC/DCCT secondary site selectable 1A/5A, CT /PT site programmable, class 1 Flush mounted 96 x 96 mm meter, Datalog 8MB, 4 realy output Time of Day (TOD) 6 slots available, block / sliding window site selectable with V, A, F, kW, kVA, kVAr, kWH, kVAh,kVArh, PF, run hr, Onhr, Intr, Phase angle, THD, events, neutral current, Max Demand (with RTC) viewing in LCD multi function meter with LCD display complete class -1 accuracy with RS 485 communication protocol with wriringmconnections and mounting hardware on provided panels complete with calibration certificate from manufacturer





20 Supplying and erecting 75 kVAR, 415 V Three phase, 50 cycles, THYRISTER SWITCHED MICRO APFC PASSIVE FILTER PANEL, consisting of suitable steps of APP type capacitor units confirming to IS- 13585 ( Part – I) 1994 with harmonic filter reactors, as per specification noESD-APFC

6-7-9 ESD-APFC


21 Providing & erecting 3 Pole MCCB upto 100A, 415V capacity with S.C. rating 25 kA (Ics=100% of Icu), thermalsetting with provided leads on iron frame/wooden board as per specification No. SW-SWR/MCCB

5-5-1 SWR/MCCB


22 Providing & erecting 3 Pole MCCB of 200A, 415V capacity with S.C. rating 25 kA (Ics=100% of Icu) thermal and magnetic setting with provided leads on iron frame/wooden board as per specification no. SW-SWR/MCCB

5-5-2 SW-SWR/MCCB


23 Providing & erecting 3 Pole MCCB of 250A,415V capacity with S.C. rating 36 kA (Ics=100% of Icu),thermal and magnetic setting with provided leads on iron frame/wooden board as per specification No. SW-SWR/MCCB

5-5-3 SW-SWR/MCCB


24 Supplying and erecting approved make ON LOAD Four Pole Automatic Transfer Switch suitable for 440V, 50 Hz, 800A capacity conforming to IEC: 60947-1 & IEC: 947-6-1/ IS: 13947-1, with Enclosure, automatic/manual inbuilt Time delay, high transfer speed, excellent breaking capacity, superior making capacity, compact & light weight, erected on provided angle iron frame and connected with provided leads.


Work shall be execuated as per standard specification &as directed by Engineer-incharge . MaterialSpecification shall be got approved before execution of work.

25 Providing and fixing sheet metal work in CRCA sheet withfabrication of boxes panel boards etc. including cutting, bending, drilling, welding, rivetting etc. treated with anti-rust treament and duly power coated or painted with one coat of red lead paint and 2 coats of enamel paint as directed.



26 Supplying, installtion & marking of Surge arrestor/ Surge Protection Device at the main distribution board after the incoming breaker of Type 1+2 conforming to IEC 61643- II tested for Imax 50 kA for Three Phase & Neutral as per specification no. CP-SPD



27 Supplying , erecting & Terminating PVC armoured cable 3-1/2 core 300 sq mm aluminium conductor with continuous 12.97 sq mm (8 SWG) G.I. earth wire completeerected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL

7-1-31 CB-LT/AL




28 Supplying, erecting & terminating PVC armoured cable3½core 120 sq mm aluminiumconductor with continuous 12.97 sq mm (8 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL

7-1-27 CB-LT/AL


29 Supplying, erecting & terminating PVC armoured cable 3½ core 95 sq mm aluminium conductor with continuous 8.35 sq mm (10 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL

7-1-21 CB-LT/AL


30 Supplying, erecting & terminating PVC armouredcable 3½core 50 sq mmaluminium conductor with continuous 5.48 sq mm (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL

7-1-19 CB-LT/AL


31 Supplying and laying (including excavation) 120 mm outside dia. double wall corrugated pipes (DWC)of HDPE for enclosing cable below ground/road surface, to required depth complete.



32 Providing earthing with Copper earth plate size 30 x 30 x 0.315 cm complete with all materials, testing & recording the results as per specification No.EA-EP

9-1-2 EA-EP Work shall be execuated as per standard specification &as directed by Engineer-incharge

33 Supplying and erecting GI stripof required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint in an approved manner with joints required. As per specification No EA-EP

9-2-3 EA-EP Work shall be execuated as per standard specification &as directed by Engineer-incharge

34 Providing & erecting epoxy straight through joint outdoor/indoor for LT PVC armoured cable70 to 95 sq mmcable, with necessary material as per specification No. CBJT/ LT

7-4-3 CBJT/ LT Work shall be execuated as per standard specification &as directed by Engineer-incharge

35 Providing & erecting epoxy straight through joint outdoor/indoor forLTPVC armoured cable120 to 185 sq mm cable, with necessary material as per specification No. CBJT/ LT


36 Providing & erecting epoxy outdoor / indoorend termination kit for LTPVC armoured cable 25 to 50 sq mm.cable, with necessary material as per specification No. CBJT/ LT

7-4-9 CBJT/ LT Work shall be execuated as per standard specification &as directed by



Engineer-incharge

37 Providing & erecting epoxy outdoor / indoorend termination kit for LTPVC armoured cable 70 to 150 sq mm. cable, with necessary material as per specification No.CB-JT/LT


38 Providing & erecting epoxy outdoor / indoorend termination kit for LT PVC armoured cable 185 to 300 sq mm. cable, with necessary material as per specification No.CB-JT/LT


39 Supplying, Erecting and Commissioning ofDiesel generating set with alternator of 320 kVA outputcontinuousrating, 3 Phase, 415 V, 50c/s 0.8 p. f. A.C a totally enclosedair cooled / liquid cooled multi-cylinder diesel engine developing suitable BHP at 1500 rpm with 10% overload for 1 hour in 12 hours, alongwith standard accessories, self-excited, self-regulated, screen protected alternator withstatic excitation system running at 1500 RPM as per IS 4722-2001 with voltage regulation +/- 5 %. Both the engine and alternator direct coupled on a common fabricated steel base frame and mounted on anti-vibrating pads with standard control panel comprising meters, switchgears, indicators connected with suitable wires/cables, the complete set enclosed in composite Acoustic enclosure as fully assembled integral unit made of 16 SWG CRCA Sheet, sound absorbing material to restrict sound level upto 75 dB at 1.0 m, provided with firstfilling of oil, diesel etc. andobtaining necessary approval from Electrical Inspectoras per specification no. GEN-DG

11-1-19

GEN-DG Work shall be execuated as per standard specification &as directed by Engineer-incharge

40 Supplying, erecting, testing and commissioning of Microprocessor based AMF panel suitable for Diesel Generating Set of above 250 kVA upto 320 kVA capacity Single/Three phase, 230/415 Volts, 50Hz A.C. with all standard features, safeties etc as per specification no. GENAMF

11-2-16

GENAMF


41 Providing & erecting Hot deeped Galvanised Perforated type Cable tray manufactured from 16 swg (1.60mm thick)GI sheet of 300 mm width & 75 mm height complete with necessary coupler plates & hardware in approved manner.



42 Providing & erecting Hot deeped Galvanised Perforated type Cable tray manufactured from 16 swg (1.6 mm thick) GI sheet of 400mm width & 75 mm height complete with necessary coupler plates & hardware in approved manner.





43 Providing & erecting 3 Pole MCCB of 315/400A, 415V capacity with S.C. rating 36 kA (Ics=100% of Icu), thermaland magnetic setting with provided leads on iron frame as per specification No. SW-SWR/MCCB

5-5-4 SW-SWR/MCCB


44 Supplying and erecting Intelligent flush mounted Maximum Demand Controller panel meter three phase fourwire 50-550 V Phase to phase Aux Supply 90-300VAC/DCCT secondary site selectable 1A/5A, CT /PT site programmable, class 1 Flush mounted 96 x 96 mm meter, Datalog 8MB, 4 realy output Time of Day (TOD) 6 slots available, block / sliding window site selectable with V, A, F, kW, kVA, kVAr, kWH, kVAh,kVArh, PF, run hr, Onhr, Intr, Phase angle, THD, events, neutral current, Max Demand (with RTC) viewing in LCD multi function meter with LCD display complete class -1 accuracy with RS 485 communication protocol with wriring connections and mounting hardware on provided panels complete with calibration certificate from manufacturer.



Pumps

45 Supplying and erecting ISI mark Centrifugal water pump (Monoblock) 415V, three phase 50 cycles A.C.supply of 7.5 HP with discharge 4.5/8.6 Liters per second (LPS) for head of 32/52 m and 65 mm suction/ 50 mm delivery pipe of size or with discharge of 11.1/19.9 Liters per second (LPS) for head of 16/30m and 80 mm suction/ 65 mm delivery pipe of size,on provided c c foundation as per specification No. WP-CGP

12-1-11

WP-CGP Work shall be execuated as per standard specification &as directed by Engineer-incharge

46 Supplying and erecting D.O.L. Starter 400V. 3 phase, 50 cycles with no volt coil and overload element with necessary materials and connected to supply upto 7.5 H.P. .(Similar to L & T make MK-1 DOL Model)



47 Supplying and erecting pump protection relay comprising current sensing phase failure and UV+OV relay with dry run and overload protection suitable for 3 phase pumps.(Similar to Minilec -D2 MPR 2 model)



48 Supplying & erecting Water lavel controller 230/ 415V AC., Four way for under ground & Over head tank operation.

12-5-15



49 Supplying & erecting PVC coated 5mm dia Brass Sensor /electrode duly wired with nut & bolts complete.

12-5-16






7-1-20 CB-LT/AL


51 Supplying, erecting & terminating PVC armoured cable4 core 6 sq mmaluminium conductor with continuous 5.48 sqmm (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL

7-7-14 CB-LT/AL


Street Lightining

52 Supplying, erecting & terminating PVC armoured cable 3½ core 50 sq mm aluminium conductor with continuous 5.48 sq mm (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL.

7-1-19 CB-LT/AL


53 Supplying and erecting LED Flood light fitting of 200W, including lamp, with PF > 0.95,class IP 65 and above Housing of pressure die cast alluminium alloy and heat sink extruded alluminium complete per specification No FGODF/ FLS-2

2-9-18 FGODF/ FLS-2


54 Supplying and erecting Programmable Digital Almanac Timer Microcontroller based with real time clock to operate on derived switching“ON” & switching “OFF” street light as per daily sunset and sunrise respectively automatically having 4 digit LED continuous time display, relay output 230V / 10A with 10 Hrs battery backup and manual over drive facility capable to drive different capacity contactors timer erected in MS box in an approved manner.



55 Supplying and erecting 4 pole power contactor 440V 40A for time switch complete erected on wooden block/provided box, with necessary materials.



56 Supplying and erecting approved make ON LOAD Four Pole Automatic Transfer Switch suitable for 440V, 50 Hz, 100A capacity conforming to IEC: 60947-1 & IEC: 947-6-1/ IS: 13947-1, with Enclosure, automatic/manual inbuilt Time delay, high transfer speed, excellent breaking capacity, superior making capacity, compact & light weight, erected on provided angle iron frame and connected with provided leads.



57 Supplying, erecting & marking TPMCB 6A to 32A, C-series (for motor/power) in provided distribution board as per specification No. SW-SWR/MCB

5-3-14 SW-SWR/MCB




58 Providing & erecting 3 Pole MCCB upto 100A, 415V capacity with S.C. rating 25 kA (Ics=100% of Icu), thermalsetting with provided leads on iron frame/wooden board as per specification No. SW-SWR/MCCB

5-5-1 SW-SWR/MCCB


59 Supplying, erecting & marking TPMCB 40A to 63A in provided distribution board as per specification No. SW-SWR/MCB

5-3-15 SW-SWR/MCB


60 Providing and fixing sheet metal work in CRCA sheet withfabrication of boxes panel boards etc. including cutting, bending, drilling, welding, rivetting etc. treated with anti-rust treament and duly power coated or painted with one coat of red lead paint and 2 coats of enamel paint as directed.




7-1-17 CB-LT/AL


62 Supplying, erecting & terminating PVC armoured cable 4 core 16 sq mmaluminium conductor with continuous 5.48 sq mm (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL

7-1-16 CB-LT/AL


63 Supplying PVC insulated PVC round sheathed 2.5 sq.mm (50 no. x 0.25 mm dia.) 3 core flexible multi stranded copper Industrial cable for voltage grade up to 1.1 kV



64 Supplying & erecting mains with 4x25 sq.mm F.R copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places as per specification No: WG-MA/BW

1-3-23 WG-MA/BW


65 Supplying and laying (including excavation) 90mm outsidedia. double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete.



66 Supplying, erecting & terminating PVC armoured cable 4core 4 sq mm copper conductor continuous 5.48 sq mm (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/CU

7-2-9 CB-LT/CU




67 Providing & erecting 9 m high (clear height) galvanised OCTAGONAL pole with foundation bolts having bottom of 155 mm A/F, top 70 mm A/F on provided foundation as per specification No.OH-PL/OPL

8-3-16 OH-PL/OPL


68 Supplying and erecting 30 m (clear height) High Mast (Top-200mm, Bottom- 560 mm) with lowering and raising motorized unit, lantern carriage assembly suitable for max. 16 nos. luminaries and its control gear box, lightning finial,arrangement for fixing aviation light and foundation bolts on provided foundation as per specification No. OH-PL/HM (excluding luminaries and CG Boxes).

8-3-7 OH-PL/HM


69 Supplying and erecting LED Flood light fitting of 90-100W, including lamp, with PF > 0.95, class IP 65 and above Housing of pressure dia. cast alluminium alloy and heat sink extruded alluminium complete per specification No FGODF/ FLS-2.

2-9-15 FGODF/ FLS-2.


70 Supplying and erecting street light bracket single fitting made from 40 mm. dia B class G.I. pipe,1 m. in length along with pole cap of 300 mm length and 100mm dia dulywith provided leads as per specification No FG- BKT/ BPC

2-6-5 FG- BKT/ BPC


71 Supplying, erecting & marking SPMCB 6A to 32A, C-series (for motor/ power) in provided distribution board as per specification No. SW-SWR/MCB

5-3-2 SW-SWR/MCB


72 Supplying and erecting pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification No. EAEP

9-1-4 EAEP Work shall be execuated as per standard specification &as directed by Engineer-incharge

73 Supplying and erecting Outdoor stand mounted feeder pillar for highmast of the same manufacturer with 63A TPN MCB incomer, single dial timer switch, 45 A TP contactor for automatic switching of luminaries, 2 no 9A contactors and raise/lower push button, and provision for termination of Incoming minimum 35 sq. mm and outgoing minimum 16 & 2.5 sq. mm cables complete erected in min. 14 guage CRCA sheet box powder coated with supporting angles, self lock, gasket and slanting top erected on CC foundation in an approved manner.



74 Supplying and erecting Control gear for non Integral flood light fittings suitable for 2x400W /MH lamp with all accessories like gearbox and lamp complete. (PHILIPS-RVP302 2x400W HPI-T or equivalent)


Work shall be execuated as per standard specification &as directed by Engineer-incharge . Material



and Design Specification shall be got approved before execution of work.

75 Supplying and erecting Metal Halide lamp double ended 230V, 400 W.



76 Supplying & erecting non integral symmetric wide beam flood light luminaries suitable for 1x2000W MH lamp on provided bracket including gearbox and lamp complete. (PHILIPS-HNF012 1x 2KW HPI-T or equivalent)


Work shall be execuated as per standard specification &as directed by Engineer-incharge . Materialand Design Specification like Lux level shall be got approved before execution of work

77 Supplying & erecting conventional spike type air termination suitable to carry lightning stroke made up of heavy gauge 40 mm dia copper pipe of standard length with 5 Nos. copper spikes fixed on copper ball as air terminals duly threaded in copper pipe erected on providedfoundation in an approved manner



78 Point wiring for light point/Exhaust fan in lobby/ terrace/parking consealed type in min 20 mm PVC conduit with 1.5sq.mm. FR grade copper wires with moduler type one way switch switch and required accessaries as per specification No: WG-PW/CW.

1-9-9 PW/CW. Work shall be execuated as per standard specification &as directed by Engineer-incharge

79 Wiring for plug on board with switch socket with copper wiring and earthing as per specification No:WG-PW/SW.

1-9-13 WG-PW/SW.


80 Point wiring for independent plug, concealed type in min 20 mm PVC conduit with 1.5 sq.mm (2+1E) FR grade copper wires, modular type switch and socket, earthing andrequired accessories as per specification No WG-PW/SW

1-9-11 WG-PW/SW.




81 Supplying and erecting modular type switch 16A & modular type 3 pin 6/16A multi socket with safety shutter ISI mark approved make duly erected on provided plate and box with wiring connections complete. Supplying & erecting mains with 3x2.5 Sq.mm F.R stranded/solid copper PVC insulated wire laid in provided conduit/ trunking/inside pole/Bus bars or any other places as per specification No: WG-MA/BW Supplying and laying rigid PVC conduit 25 mm dia. with PVC accessories onwall/ceiling as per specification No: WG-MA/CON.

1_8_2 + 1_3_11+ 1_2_8 + 1_8_11

WG-MA/CON.


82 Supplying and erecting metal clad distribution board approved make 250V. 8 way, 32A. per way & neutral bar connector complete erected on iron frame/ wooden plank or Board as per specification no. SW- SWR/MDB. With 6 NO of SPMCB 6A to 32A, B- series (for lighting) & 1 NO of RCCB+MCB, electro magnetic type 6kA. 6 A to 32 A B-series (for lighting) in provided distribution board as per specification no. SW-SWR/MCB.

5-2-13 SW-SWR/MCB.


83 Supplying & erecting modular type telephone socket one gang with safety shutter ISI mark approved make duly erected on provided plate and box with telephone cable 2-pair with 0.5mm dia. laid in provided PVC casing / conduit wiring connections complete. as per specification No. WG-TW

1_8_15, 1_10_2& 1_2_7, 1-7-10

WG-TW Work shall be execuated as per standard specification &as directed by Engineer-incharge

84 Supplying & erecting mains 2x1.5 sq.mm. and earth wire 1.5 sq.mm. FR PVC insulated copper wire, in rigid PVC conduit min.20mm dia, as per specification No: WG-MA/BW.

1-6-2 WG-MA/BW.


85 Supplying & erecting sub mains with 2x2.5 sq.mm.and earth wire 2.5 sqmm FR PVC copper wire, in rigid PVC conduit min.20mm dia, as per specification No: WG-MA/PC

1-3-5 WG-MA/PC


86 Supplying & erecting telephone cable 4-pair with 0.5 mm dia. laid in provided PVC casing / conduit as per specification No. WG-TW

1-10-4 WG-TW Work shall be execuated as per standard specification &as directed by Engineer-incharge

87 Supplying & laying rigid PVC conduit 20 mm dia. with PVC accessories on wall/ceiling as per specification No: WG-MA/CON

1-1-8 WG-MA/CON




88 Supplying & erecting approved make 1 x 28W T-5 white stove enamelled / powder coated box type fluo.fitting with 28 W electronic ballast having pf > 0.9 fixed at ceiling or on wall as per specification No. FG-IDF/BFF

2-4-7 FG-IDF/BFF


89 Supplying & erecting approved make LF10-005-xxx-WW-10* 5W Wipro or Equivalent (LED Strip)



90 Supplying & erecting approved make LED Bush Light LF15-003-045 -ww-xx3 x 1W 230V Wipro or equivalent



91 Supplying & erecting approved make CH7090 90W Warm white changi or equivalent



92 Supplying and erecting T5 28 W energy efficient fluroscenttube. Additional specification and equivalent range model/make sample selection as directed by engg-in-charge.





93 Supplying and erecting LED square / circular 13 to 15W downlighter having pressure diecast aluminum housing, opal translucent cover,mounting arrangement with board for surface type or spring loaded mounting clips for flush type complete.



94 Supplying and erecting LED Bollard of wipro LB10-003-360-WW-08 Additional specification and equivalent range model/make sample selection as directed by engg-in-charge.



95 Supplying and erecting regular/ standard model Ceiling fanof1200mm. sweep complete erected in position as per specifcation no. FG-FN/CF

2-13-3 FG-FN/CF


96 Supplying and erecting Exhaust fan heavy duty 230 V, A.C. 50 cycles 375/380 mm. 900 RPM complete erected inposition asper specifcation no. FG-FN/EXF

2-13-17

FG-FN/EXF


Security system

97 IR bullet camera: 2 Megha Fixal HD BULLET 50 MTRS CAMERA 1/3" Sony Exmor Sensor, 3.6 mm fixed lens, OSD, ICR, 20 Mtrs, IR Range. 0.1 Lux Rang 30 mtrs.


Work shall be execuated as per standard specification & as directed by Engineer-incharge Tenderer should take prior approvalfor make and specification fromEngineeer inchargebefore procurement of material

98 IP PTZ camera: HD IP PTZ Camera Minimum Resolution (Color): Full HD,Body Type: Plastic / Aluminiumoutdoor, Zoom:35Xoptical&12Xdigital.


Work shall be execuated as per standard specification &as directed by Engineer-incharge Tenderer should



take prior approvalfor make and specification fromEngineeer inchargebefore procurement of material

99 Network Video Recorder: Network Video Recorder of 64 Channels. Additional specification and equivalent range model selection as directed by engg-in-charge.


Work shall be execuated as per standard specification &as directed by Engineer-incharge Tenderer should take prior approvalfor make and specification fromEngineeer inchargebefore procurement of material

100 Supplying & installing Single Mode OS1/OS2 - Armoured - 6 Core OS1/OS2 Armoured Single mode Optical Fiber of size 50/125μm. 10/40 Gbps Speed.In Provided Underground HDPE Pipe

1-14-40



101 Supplying, erecting & terminating PVC armoured cable 2 core 4sq mm aluminium conductor with continuous 5.48 sq mm (12 SWG) G.I. earth wire complete erected with glands & lugs,on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL

7-1-2 CB-LT/AL


102 Supply, Installation, testing and commissioning only SONY X-REALITY Pro KDL-24W600A series 24'' (60cm) LED TV with standard fitting. Additional specification and equivalent range model selection as directed by engg-in-charge.


Work shall be execuated as per standard specification &as directed by Engineer-incharge Tenderer should take prior approvalfor make and specification fromEngineeer inchargebefore procurement of material

103 Supplying and erecting window model mounted type room Air - conditioner 3 star 230/250V 50 cycles single phase A.C.supply 1 TR capacity complete at position in providedrecess with wooden frame as per specification No. AP-AC/WAC



104 Supplying & erecting copper pipe suitable for refrigeration 3-2-17 As Work shall be



system having 22 gauge thickness and inner dia. / size 22mm complete.

directed by Engineer in charge

execuated as per standard specification &as directed by Engineer-incharge

105 Supplying and erecting ISI mark G.I. pipe pole ‘B’ grade 80 mm dia 6 m long with pole cap, base plate in provided foundation as per specification No. OH-PL/GIP

8-1-14 OH-PL/GIP


106 Supplying and laying (including excavation) 50 mm outside dia. double wall corrugated pipes (DWC)of HDPE for enclosing cable below ground/road surface, to required depth complete.



107 Supplying, fixing, and configuring 48 Ports Managed Gigabit Switches Layer-2 48 10/100/1000 Base-T ports L2+ Management Switch with 4 10GE SFP+ ports ( New)

1-14-36



108 Excavating Hard Murum/metal road (B.T.) by chiselling for preparing pit for poles stay or earth plates or for laying cables, pipes & clearing the site by removing debris & making the site good.



109 Supplying & laying (including excavation) 25cm dia. RCCHume pipe of standard thickness at required depth up to 90cms. below road / ground surface, for covering provided cable & necessary back filling with light ramming to make the road/ground surface as it was (Except bitumen carpet).



110 Supplying & laying (including excavation) 25cm dia. half round RCC Hume pipe of standard thickness at required depth up to 90 cms. below road / ground surface, for enclosing provided cable & necessary back filling with light ramming to make the road/ground surface as it was (Except bitumen carpet)



111 Providing and casting in situ cement concrete in M-20 of trap/granite/ quartzite/ gneiss metal for R.C.C. Inspection Chamber 95cmx 95cmx 75cm as per detailed designs and drawings on a M10 concrete bed or as directed including necessary excavation in all strata, fixing reinforcement as per drawing, finish internal surfase by smooth ccement plaster for watertighting, centering, formwork, cover blocks, compaction and roughening the surface if special finish is to be provided and curing complete. (Including reinforcement concrete-0.72cum.). (For M20 cement 6.90 bags / cum & For M10 cement 4.05 bags) With crushed





sand and without R.C.C. Cover Spec No: As directed by engineer in-charge. (Steel-42.62kg.) (Every additional 100mm depth contractor shall be pay Rs.112.41/Cm. and vice-versa if depth reduced recover rate Rs.106.32/Cm.)

112 Providing & casting of M-20 grade reinforced cement concreate (RCC) foundation suitable of 9M TO 10M high octogonal/conical GI pole considering the safe soil bearing capacity at site as 10T/sqmm at 1.5M deapth including supply of steel concreate excavation and fixing provided nut bolts with the help of template as per design in an approved manner



113 Providing & casting of M-20 grade reinforced cement concreate (RCC) foundation suitable of 30M high octogonal/conical GI pole considering the safe soil bearing capacity at site as 10T/sqmm at 1.5M deapth including supply of steel concreate excavation and fixing provided nut bolts with the help of template as per design in an approved manner.

16-3-12



Sub Head-XIII : MISCELLANEOUS WORK

Item.No.

Description SSR No.

Specification No.


1 Providing & fixing 20mm thick back granite inauguration/ Foundation stone of size (1.1X1.6m approx) for name boards pested over it alphabets and numerals desired shade & text as per directed by Engineer-in-charge, alphabets and numbers cut made using Electro Cutable Film with computerized cutting plotter.



2 Providing fixing & erecting wooden name boards made of M.S tube frame of section 20x20 mm & of required size up to 8’x24’ covered with digital printed flex sheet of desired shade & text as approved by Engineer-in-charge providing & fixing wooden name boards made of M.S tube frame of section 20x20 mm & of required size up to 8’x24’ covered with digital printed flex sheet of desired shade & text as approved by Engineer-in-charge.





3 Constructions of inauguration stage/other stages of required size about 2’-6” to 4-6” height using casurina ballies frame @ 2’-0”c/c vertically, horizontally and also diagonally with 20mm thick commercial boards on top covered with new synthetic needle punch non-wooven carpet of good quality and of required shade, shall be decorated nicely including steps on both sides. (On hire basis).



4 Providing hanger structure (Pandal/Mandap) with steel frame in the form similar to aircraft hanger covered with waterproof & fire flame retardant sheetlike S.R.F (Shri ram fabric or eq.) /G.I.sheetwhich shall be strong enough to sustain the highspeed wind load, centre height about upto 5.5 mtr and span from 10 to 30 mtr as per requirement (50mx25m) i/c P/F fabric ceiling with new approved fabric,back & top side covering with fabric of approved quality & supporting frame properly. complete & as per the direction of Engineer-in-charge. (All on hire basis).



5 Supplying PA System with mike podium, necessary flood lighting, decorative lighting, event management at the time of inauguration as approved by Architect/Engineer-In-Charge direction. (On hire basis).



6 Supplying VIP cushion chairs (Seat & back)/ plastic chairs in pretty good condition for inauguration etc. at site including loading, unloading, cartage etc. and as per the direction of Engineer-in-Charge. (On hire basis).



7 Floral decoration of frontage of exhibition inaugural stages as per sketch/ as per the direction and design of Architect.



8 Providing and supplying flower bouquets ofdesired kinds and shade/ other incidental expences as directed by architect with necessary event management facility.



9 Drilling truely vertical bore-well hole in earth at location shown in drawing by sutable hydrolic borewell machine 150mm dia. in all kinds of strata including sinking/ withdrawal of drilling pipes and accessoriesetc. complete. Additional specification as





directed by engineer-in-charge.

10 Providing & Installing truely vertical approx 9m long 150mm dia. 10kg/cm2 PVC casing pipe lay in bore well pit as per specifications including nylon rope for holding to pump with instalation of HDPE pipe approx max. length 60m long suitable for delivery head of pump (Dia.) including fixing top cap for 150mm dia. PVC pipe already laid with necessary bend, union, clamps, socket & other hardware accessories etc. complete. Additional specification as directed by engineer-in-charge. (As per PMC Ratelist)



11 Supplying and erecting submersible pump set suitable for open well erection on open well of required HP with 415 V 50 c/s.A.C. supply, having delivery head from 21 to 7 mand discharge from 200 to 800 Itrs. per minute (Max efficiency at 16 m head & 500Itr discharge) & delivery pipe of necessary diameter erected with necessary H type clamps as per specification No. WP-OSP

12-4-1 WP-OSP Work shall be execuated as per standard specification &as directed by Engineer-incharge

12 Supplying & erecting automatic control panel for 1 to 6 HP centrifugal/ submersiblepump set consisting of DOL starter, S.P.P., Water level controller, ammeter, voltmeter, phase indicating lamp etc. 4 way for U/G tank.& OH tank.

12-5-18



13 Supplying , erecting & Terminating PVC armoured cable 3 core 2.5 sq mm aluminium conductor with continuous 5.48 sq mm (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL

7-1-5 CB-LT/AL


14 Providing and fixing on walls/ ceiling/ floor50 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete





Sub Head -XV : OPREATION AND MAINTENANCE:

Item

No.


Specification No. AdditionalSpecification

1 Maintenance of garden in all respect for keeping gardening ingood condition such as weeding,cleaning,watering,cutting,gap filling, manuaring, cutting (lawn,hedges,trees,flowers,etc) and composting, preparation of bed plantation, trees,shrubs,ground cover ,flowerbed , lawn etc.with toilet washing and cleaning .Watering shall be done by contractor by his own water tanker.

Relevant specification of PWD,MJP,garden DSR of PMC,MORT&H as applicabled

Work shall be execuated as per standard specification &as directed by Engineer-incharge . Watering shall be done by contractor by his own water tanker.

2 Removing wire fencing with iron/C.C.fencing posts and stacking the materials complete.



3 Dismantling the R.C.C. work 1:2:4 and sorting out the materials such as steel etc.



4 Supply of labours for daily-rutinmaintainance of the electrical & fire fighting work :- Supply of Skilled labours for maintaining electrical & fire fighting fault clearing work. The labour should have accidental insurance & to carry out the above work at the contractors risk & cost.

Electrical maintenance and checking required for following installation:- 1) for every item thee should be annual inspection of functional of installation. 2)Earthing value of all systemshould check for every 3 months. 3) For DG-Diesel Genset there is B-checkand C-check as per vendor schedule recommended in vendor user manual. 4)For HT switch there is yearly inspection. for pumps and motors there should be checking after 3 months for its bearing and greasing. 5) For lighting thre should be checking for faulty/ noise making/ blown out fixtures as and when seems. 6)For all panels there should be inspection after every 3 months for blown out

Work shall be execuated as per standard specification &as directed by Engineer-incharge. Mannual's issused by respective vendors i.e.Transformer,DieselGenset,Pumps etc.



fuse,indicator,MCB,contractor

a.) RESIDENT ENGINEER (Diploma in Electrical engineering)1 full-time (For Day-1)

As directed by Engineer in charge .Mini. Experence 2-3 years


b.) Electrician (Skilled Labour) (DSR Pg. no.-359 Item-54) full-time (For Day-1 & For night-1)

As directed by Engineer in charge . Mini. Experence 2-3 years


c.) Skilled labour (DSR Pg. no.-359 Item-20) full-time (Day-3 &night-2)



d.) HELPER (Un-skilled labour)(DSR Pg. no.-359 Item-33) (Day-2 & For night-1)



Diesel generator set AMCCommissioning and maintainance of Diesel generator set including cost of diesel and lubricant cost.

As directed by Engineer in charge .




A. Plumbing works

Sanitary Fixtures Cp Fittings

Soil, Waste, Vent and Rainwater Pipes & Fittings

Water Supply Pipe, Fittings & Valves

Pumping System.

Solar Hot Water System

Special Conditions

Precedence

Where items are not covered under technical specifications then the work shall be performed as per

the current I.S. Code of Practice relevant to that work.

Where items are not covered under preceding paragraphs then the work shall be performed as stipulated by

the Project Manager / relevant Consultant whose decision shall be final and binding.

All Liaoning costs towards obtaining NOCs, Commencement Certificates and Completion Certificates for

the PHE works within the Contractor’s scope are to be borne by the Contractor at no additional charge.

Drawings

Plumbing drawings are diagrammatic but shall be followed as closely as actual construction permits. Any

deviations made shall be in conformity with the architectural and other services drawings. Architectural

drawings shall take precedence over plumbing or other services drawings as to all dimensions. Contractor

shall verify all dimensions at site and bring to the notice of the Project Manager all discrepancies or

deviations noticed. Decision of the Project Manager shall be final.

Large size details and manufacturers dimensions shall take precedence over small scale drawings.

Inspection and testing of materials

Contractor shall be required, if requested, to produce manufacturer’s test certificate for the particular batch

of materials supplied to him. The tests carried out shall be as per the relevant Indian Standards.

For examination and testing of materials and works at the site Contractor shall provide all testing and

gauging equipment necessary to conduct test of materials on site and test the work done.

All such equipment shall be tested for calibration at any approved laboratory, if required by the Project

Manager.

Reference drawings

The Contractor shall maintain one set of all drawings issued to him as reference drawings. These shall not

be used on site. All important drawings shall be mounted on boards and placed in racks indexed. No

drawings shall be rolled.

All corrections, deviations and changes made on the site shall be shown on these reference drawings for

final incorporations in the completion ‘as built’ drawings. All changes to be made shall be initialed by the

Project Manager or Architects.



Shop drawings

Contractor shall submit to Project Manager & Architects any / all shop drawings required to be produced

by him as described in the contract documents or as may be necessary for the furtherance of his work.

All submittals shall show design, dimensions, connections, and all other details consistent with the

requirements of the contract documents, and shall show adjoining works in sufficient detail as to ensure

proper co-ordination therewith the connection there to.Upon receipt of shop drawings, product data and / or

samples Project Manager or Architects shall review and approve or otherwise, but only for conformance

with the design concept of the work and information given in the contract documents.

Project Manager & Architects approval of the specific item shall not be construed as approval of an

assembly of which it may be a component, Contractor is deemed to have included for the cost of all shop

drawings / product data sheets / samples, in his tender.

Completion drawings

On completion of work, Contractor shall submit “as built" drawings to the Project Manager, in the manner

prescribed earlier, incorporating the changes recorded in the ‘Reference Drawings’. These drawings shall

have the following information.

Run of all piping, pipe diameters on all floors, vertical stacks

Layout plans of external services showing ground and invert levels of all drainage pipes together with

location of all manholes and connections up to outfall.

Run of all water supply lines with diameters, locations of control valves, access panels.

Location of all mechanical equipment with layout and piping connections.

System diagrams to indicate the system in its totality.

No completion certificate shall be issued unless the above drawings are submitted.

Contractor shall provide four sets of catalogues, service manuals manufacturer's drawings, performance

data and list of spare parts together with the name and address of the manufacturer for all electrical and

mechanical equipment provided by him.

All "warranty cards" given by the manufacturers shall be handed over to the Project Manager.

Specifications

Work under this Contract shall be carried out strictly in accordance with specifications attached with the

tender.

In case of items not covered under these specifications due to any ambiguity or misprints, or additional

works, the work shall be carried out as per specifications of the latest Central Public Works Department.

Execution of work

The work shall be carried out in conformity with the Plumbing drawings and within the requirements of

architectural, HVAC, electrical, structural, landscaping and other specialized services drawings.



The Contractor shall cooperate with all trades and agencies working on the site. He shall make provision

for hangers, sleeves, structural openings and other requirements wellin advance to prevent hold up of

progress of the construction schedule.

Testing

Piping and drainage works shall be tested as specified under the relevant clauses of the specifications.

Tests shall be performed in presence of the Project Managers or their authorized representatives.

All materials and equipment found defective shall be replaced and whole work tested to meet the

requirements of the specifications.

Contractor shall provide all labour, equipment and materials for the performance of the tests.

Site clearance and cleanup

The Contractor shall, from time to time, clear away all debris and excess materials accumulated at the site.

After the fixtures, equipment and appliances have been installed and commissioned, Contractor shall

clean-up the same and remove all plaster, paints, stains, stickers and other foreign matter or discoloration

leaving the same in a ready to use condition.

Cutting of Water Proofing Membrane No walls terraces shall be cut for making and opening after

water proofing has been done without written approval of Project Manager/Architects. Cutting of

structural members

No structural member shall be chased or cut without the written permission of the Project Manager.

Materials

Unless otherwise specified and expressly approved in writing by the Project Manager, only materials

of makes and specification as mentioned in the list of approved makes attached with the specifications

shall be used.

If required, the Contractor shall submit samples of materials proposed to be used in the works.

Approved samples shall be kept in the office of the Project Manager and returned to the Contractor at

the appropriate time.Sanitary Fixtures

Scope of work

Work under this section shall consist of furnishing all Material, labour and miscellaneous material

necessary and required to completely install all sanitary fixtures, chromium plated and PVC Rigid fittings

and accessories as required by the drawings specified hereinafter and given in the Schedule of Quantities.

Without restricting to the generality of the foregoing the sanitary fixtures shall include the following:-

a) Sanitary fixtures

b) Chromium plated fittings

c) Porcelain or stainless steel sinks

Accessories such as towel rods, toilet paper holders, soap dish, towel rack, coat hooks, Mirrors etc are not

considered under the scope of this contract.



Whether specifically mentioned or not, the rates quoted for the installation of all fixtures and appliances

shall be provided with all fixing devices, nuts, bolts, screws, hangers as required General requirements

Sanitary fixtures shall be of the best quality approved by the Project Manager. Wherever particular makes

are mentioned, the choice of selection shall remain with the Project Manager.

All fixtures and fittings shall be provided with all such accessories as are required to complete the item in

working condition. Accessories shall include proper fixing arrangement, brackets, nuts, bolts, screws

and required connection pieces.

Fixing screws shall be half round head chromium plated brass screws with C.P. washers where necessary.

Iron screws rust and will not be permitted.

Contractor shall furnish without cost all such accessories and fixing devices that are necessary and required

but not supplied along with the Plumbing Fixtures & CP Fittings by the manufacturers as a part of the

original and standard supply.

All fittings and fixtures shall be fixed in a neat workmanlike manner true to level and heights shown

on the drawings and in accordance with the manufacturer’s recommendations. Care shall be taken to

fix all inlet and outlet pipes at correct positions. Faulty locations shall be made good and any damage

to the finished floor, tiling or terrace shall be made good at Contractor's cost.

Contractor shall seal all fixtures fixed near wall, marble and edges with an approved type of poly-

sulphide sealant.

European W.C

General:

The item pertains for providing white or colour glazed vitreous chinaware European Wall Mounted / Floor

Mounted water closet with seat and cover of size and colour as specified in the schedule including fixing.

Material & Fixing:

European type water closet shall be wash down pattern unless otherwise specified. Water closet shall be

vitreous china conforming to IS 2556 (Part-I & II). Closet shall have an integral flushing rims of self

draining type. Each water closet shall have an integral trap with either `S` or `P` outlet with and trap shall

be uniform and smooth in order to enable an efficient flush. Plastic seat and cover shall be of black colour

or as specified, they shall have conformity to IS2548 Part I & II.

The Flush valve shall be nominal diameter as specified in the schedule of quantities. It shall be of C.P. brass

approved and heavy quality, and shall conform to I.S. 9758.

European W.C. shall be wall mounted set with Concealed / Open dual Flush Valve.

The flush pipe (40/32 mm dia) shall be exposed inside the Toilet, Material will be uPVC Sch-80. Where

applicable flush pipe / bend shall be connected to the W.C. by means of a suitable rubber adapter.

Wall hung W.C. shall be supported by C.I. floor mounted chair bracket.



Each W.C. set shall be provided with a plastic seat shall be with rubber buffers and chromium plated

hinges. Plastic seat shall be so fixed that it remains absolutely stationary in vertical position without

falling down on the W.C.

Mode of Measurement: The measurement shall be for each unit of W.C. fixed.

Mode of Payment : The contract rate shall be for each unit of W.C. fixed.Orissa Pan W.C

General:

The item pertains for providing white or colour glazed vitreous chinaware Orissa Pan with deep seal P trap

having 50mm water seal as specified in the schedule including fixing.

Material & Fixing:

Orissa Pan water closet shall be vitreous china conforming to IS 2556 (Part-III). Water Closet shall have an

integral flushing rims of self draining type. Each water closet shall have deep seal P trap & shall be uniform

and smooth in order to enable an efficient flush. The Flush valve shall be nominal diameter as specified in

the schedule of quantities. It shall be of C.P. brass approved and heavy quality, and shall conform to I.S.

9758.

European W.C. shall be wall mounted set with Concealed / Open dual Flush Valve.

The flush pipe (40/32 mm dia) shall be exposed inside the Toilet, Material will be uPVC Sch-80. Where

applicable flush pipe / bend shall be connected to the W.C. by means of a suitable rubber adapter. Wall

hung W.C. shall be supported by C.I. floor mounted chair bracket.Each W.C. set shall be provided with a

plastic seat shall be with rubber buffers and chromium plated hinges. Plastic seat shall be so fixed that it

remains absolutely stationary in vertical position without falling down on the W.C.

Mode of Measurement : The measurement shall be for each unit of W.C. fixed.

Mode of Payment : The contract rate shall be for each unit of W.C. fixed.

Urinals

General:

The item pertains for providing colour or white glazed vitreous chinaware urinal in single or range (1,2& 3)

and size as specified in the schedule with necessary fittings and appliances including fixing.

Material & Fixing:

Urinal basin shall be flat back or corner wall type lipped in front. The vitreous china conforming to IS 2556

(Part VI). Urinal shall have and integral flushing rim and inlet or supply horn for connecting flush pipe.

Flushing rim and inlet shall be of the self draining type. At bottom of basin and outlet horn for connecting

outlet shall be provided. The inside surface of the urinal shall be uniform and smooth throughout to ensure

efficient flushing.

Urinals shall be white glazed vitreous china of size, shape and type specified in the Schedule of

Quantities.



Urinals shall be provided with 15 mm dia C.P. spreader conforming to IS : 407, 32 mm dia stainless steel

domical waste, and shall be fixed to wall by C.I. brackets and C.I. wall clips as recommended by

manufacturers complete as directed by Project Manager.

Urinals shall be fixed with C.P. brass screws and shall be provided with 32 mm dia domical waste

leading to urinal's trap.

Drain pipes shall be conforming to IS 4985 :2000 6 Kg/sq.cm 40mm dia. upvc pipes & fittings concealed

in wall & floor from waste coupling out let connected to floor trap as given in Schedule of Quantities.

Urinals shall be flushed by means of Prismatic type valves.

Mode of Measurement : The measurement shall be for each unit of Urinal set fixed.

Mode of Payment : The contract rate shall be for each unit of Urinal set fixed.

Wash Basins

General:

The item pertains for providing colour or white glazed vitreous chinaware wash basin with or without

pedestal of size and colour as specified in the schedule including fixing.

Material & Fixing:

Wash basins shall be of vitreous china conforming to IS : 2556(Part-IV) of flat back or angle back as

specified shall be of one piece construction including combined over flow, basin shall be provided with

single or double tap holes of size 28 mm square or 30 mm rounded. Each basin shall have circular waste

hole, or 5 sq.cm slot type over flow. Pedestals for wash basin shall be exactly same glazing that of basin.

Pedestal shall be capable of supporting the basin and completely recessed at the back to accommodate

supply and waste pipes and fittings. The basin shall be supported on pan of C.I cantilever brackets

conforming to IS 775. Use of MS angle or Tee Section as bracket is not permitted.

Wash basins shall be white glazed vitreous china of any size, shape and wall mounted / counter type.

Each basin shall be supported on MS galvanized or CI brackets (to be enamel painted) and clips and the

basin securely fixed to wall or on the counter. Placing of basins over the brackets without secure fixing

shall not be accepted.

Each basin shall be provided with 32 mm dia C.P. waste coupling & C.P. brass ‘P’ trap with C.P pipe to

wall and flange as specified in the Bill of Quantities.

Drain pipes shall be conforming to IS 4985:2000 6 Kg/sq.cm 40mm dia. uPVC pipes & fittings concealed

in wall & floor from waste coupling out let connected to floor trap as given in Schedule of Quantities.

Mode of Measurement : The meas. shall be for each unit of Wash basin set fixed.

Mode of Payment : The contract rate shall be for each unit of Wash basin set fixed.

SS Sinks

General:

Item includes providing the stainless steel sink with or without drain board of size as specified in the

schedule including fixing.



Material & Fixing:

The sink shall be manufactured from stainless steel of Salem or equivalent steel conforming to IS:13983.

Stainless steel sink shall be of one piece construction molded out of 19 SWG (1mm) stainless steel sheet of

grade AISI 304 (18/8) with stainless steel choke – stop strainer (waste coupling) check nuts conforming to

IS 13983.

Sinks shall be stainless steel as specified in the Schedule of Quantities.

Each sink shall be securely fixed. Counter top sinks shall be fixed as recommended by the manufacturer.

Each sink shall be provided with 40 mm dia C.P. waste with plug and a ‘P’ traps as given in the Schedule of

Quantities. Fixing shall be done as directed by Project Manager.

Drain pipes shall be conforming to IS 4985:2000 6 Kg/sq.cm upvc pipes & fittings concealed in wall &

floor from waste coupling out let connected to floor trap as given in Schedule of Quantities.

Supply fittings for sinks shall be mixing fittings or C.P. taps with approved type of swan neck spout as

specified in the Schedule of Quantities.

The sink shall be placed over the brackets or on the platform. Gap between sink and platform / wall shall be

finished with white / matching cement.

Mode of Measurement: The measurement shall be for each unit of SS Sink set fixed.

Mode of Payment: The contract rate shall be for each unit of SS Sink set fixed.

Pillar Tap

General:

The item pertains to provide chromium plated brass and Rigid PVC pillar tap including fixing.

Material &Fixing:The pillar tap shall be 15 mm nominal size or as specified in the schedule. Fancy type

pillar tap shall be of C.P. brass approved quality and shall conform to I.S. 8931. Non fancy pillar tap shall

be chromium plated-brass and shall conform to IS 1795. The nominal size of Pillar tap shall be 15 mm or as

specified. Casting of Pillar tap shall be sound and free from laps, blow hole and pitting. External and

internal surface shall be clean, smooth and free from sand and be neatly dressed. All the parts fitted to pillar

tap shall be axial, parallel and cylindrical with surfaces smoothly finished. The minimum of finish weight

of Pillar tap shall not be less than 650 grams (body weight 250 gms, washer plate loose valve 150 gms and

back nut 40 gms. Thickness of C.P coating shall not be less than service grade no.2 of IS 4827 and plating

should be capable of taking high polish which shall not easily tarnish or scale.

Pillar tap shall withstand and internally applied hydraulic pressure of 2 MPa (20 kg/sq.cm) for period of

2minutes during which period, it shall neither leak nor sweat. Leaky joint shall be remade to make it leak

proof without any extra cost from the contractor.

Pillar tap shall be fixed to the pipe line as indicated in the drawing with necessary special as required or as

ordered by Engineer-in-charge. Jointing shall be done with white zinc, spun yarn etc. A few turns of fine

hemp yarn dipped in linseed oil shall be taken over the threaded ends to obtain complete water tightness.

Mode of Measurement: The meas. shall be for each unit of Pillar cock set fixed.



Mode of Payment: The contract rate shall be for each unit of Pillar cock set fixed.

Bib Tap, Angle Stop Cocks:

General:

The item pertains to provide chromium plated brass and Rigid PVC bib tap and angle stop cocks, free

flanges (if joined to concealed pipe) including fixing.

Material & Fixing:

Bib cock (Bib tap) is drawn off tap with a horizontal inlet and free out let and a stop cock is a valve with a

suitable means of connections for insertion in a pipe line for controlling or stopping the flow. These shall be

of size 15 mm size or as specified and shall be of screw down type. The closing device shall work by

means of disc. carrying a renewable non-metallic washer with shuts against the water pressure on a seating

right angles to the axis of the threaded spindle which operates it. The handle shall be crutch, butterfly or

fancy design type securely fixed to the spindle. The tap shall open anti clock wise direction. Brass bib taps

and stop cocks and angle stop cocks shall conform to IS 781, they shall be polished bright. The minimum

finished weight of different sizes of bib tap weight of 15 mm size bib tap and stop cock shall be as per table

given below. They shall be sound and free from taps, blow hole and fitting. Internal & External surface

shall be clean, smooth and free from sand and neatly dressed. Taps shall be nickel chromium plated and

thickness of coating shall not be less than service grade No.2 of IS 4827 and plating shall be capable of

taking high polish which shall not be easily tarnished.

Minimum Finished Mass of Bib Taps And Stop Valves as Per Is 781:1984 (Reaffirmed 2001).

Mode of Measurement : The measurement shall be for each unit of cock set fixed.

Mode of Payment : The contract rate shall be for each unit of cock set fixed.

Wall Mixer:

General:

The item pertains to provide chromium plated brass and Rigid PVC combination tap assembly, wall

mounted hot & cold mixing for bath ,pillar mounted hot & cold mixing for sink ,basin, tub etc. including

free flanges and fixing.

Material & Fixing:

The combination tap assembly shall be 15 mm nominal size or as specified in the schedule. It shall be of

C.P. brass approved and heavy quality, and shall conform to I.S. 8931. Combination tap assembly shall be

chromium plated-brass and shall conform to IS 8931.The nominal size of combination tap assembly shall

be 15 mm nominal size or as specified. Casting of combination tap assembly shall be sound and free from

laps, blow hole and pitting. External and internal surface shall be clean, smooth and free from sand and be

neatly dressed. All the parts fitted to pillar tap shall be axial, parallel and cylindrical with surfaces smoothly

finished. Thickness of C.P coating shall not be less than service grade no.2 of IS 4827 and plating should be

capable of taking high polish which shall not easily tarnish or scale.



Combination tap assembly shall withstand and internally applied hydraulic pressure of 1.6Mpa (16

kg/sq.cm) for period of 1 minutes during which, it shall neither leak nor sweat. Leaky joint shall be remade

to make it leak proof.

Mode of Measurement : The meas. shall be for each unit of Wall mixer set fixed.

Mode of Payment : The contract rate shall be for each unit of Wall mixer set fixed.

Shower Set

General:

The item pertains to provide chromium plated brass and Rigid PVC shower rose & shower Arm of

specified diameter with accessories including fixing.

Material & Fixing:

The shower rose & arm shall be CP brass of approved and heavy quality. It’s accessories shall conform to

IS 1239 Part II. Shower rose shall be fixed to be water supply pipe line with shower arm, fittings etc. as

required by the Engineer-in-charge. Shower set shall comprise of CP Shower rose & CP shower arm , all

with CP wall flanges of approved quality all as specified in the Schedule of Quantities. Wall flanges shall

be kept clear off the finished wall. Wall flanges embedded in the finishing shall not be accepted.

Mode of Measurement : The measurement shall be for each unit of shower set fixed.

Mode of Payment : The contract rate shall be for each unit of Shower cock set fixed.

Towel Rod / Towel Ring :

General:

The item includes providing Towel rod / towel ring of size as mentioned in the schedule including fixing.

Material & Fixing:

Towel rail shall be of C.P brass with two CP brass bracket coated with chromium plating of thickness not

less than grade No.2 of IS 4827. The size of rail shall be 600 mm x 20 mm dia unless otherwise specified in

the schedule. Towel ring of CP brass with one CP brass bracket with thickness not less than Grade No.2 of

IS 4827. The diameter of the ring shall be 175 mm unless otherwise specified in the schedule. The diameter

of ring rod shall not be less than 8 mm.

The towel rod/ ring shall be fixed to proper line and level as indicated in drawing with CP brass screws,

wooden raw plug, drilling hole etc. and making good the wall to original condition after fixing the towel

rod.

Mode of Measurement : The meas. shall be for each unit of Towel rod / ring set fixed.

Mode of Payment : The contract rate shall be for each unit of Towel rod/ring set fixed.

Toilets for Disabled

Where specified, in washroom facilities designed to accommodate physically disabled, accessories shall be

provided as directed by the Engineer-in-charge.



Stainless steel garb brass of required size suitable for concealed or exposed mounting and opened non-slip

gripping surface shall be provided in all washroom. The flushing cistern/valve shall be provided with

chromium plated long handles.

Mock-up and Trial Assembly

The installation of the Sanitary fixtures and fittings shall be as per the shop drawings approved by the

Engineer-in-charge / Consultant.

The contractor shall have to assemble at least one set of each type of sanitary fixtures and fittings in order

to determine precisely the required supply and disposal connections. Relevant instructions from

manufacturers shall be followed as applicable. This trial assembly shall be developed to determine the

location of puncture holes, holding devices etc. which will be required for final installation of all sanitary

fixtures and fittings. The above assembly shall be subject to final approval by the Engineer-in-charge /

Interior Designer.The fixtures in the trial assembly can be re-used for final installation without any

additional payments for fixing or dismantling of the fixtures. Supporting and Fixing Devices The contractor

shall provide all the necessary supporting and fixing devices to install the sanitary fixtures and fittings

securely in position. The fixing devices shall be rigidly anchored into the building structure. The devices

shall be rust resistant and shall be so fixed that they do not present an unsightly appearance in the final

assembly. Where the location demands, the Engineer-in-charge may instruct the contractor to provide

chromium plated or other similarly finished fixing devices. In such circumstances the contractor shall

arrange to supply the fixing devices and shall be installed complete with appropriate vibration isolating

pads, washers and gaskets.

Final Installation

The contractor shall install all sanitary fixtures and fittings in their final position in accordance with

approved trial assemblies and as shown on drawings. The installation shall be complete with all supply and

waste connections. The connection between building and piping system and the sanitary fixtures shall be

through proper unions and flanges to facilitate removal/replacement of sanitary fixtures without disturbing

the built in piping system. All unions and flanges shall match in appearance with other exposed fittings.

Fixtures shall be mounted rigid, plumb and to alignment. The outlets of water closet pans and similar

appliances shall be examined to ensure that outlet ends are butting on the receiving pipes before making the

joints. It shall be ensured that the receiving pipes are clear of obstruction. When fixtures are being

mounted, attention shall be paid to the possibility of movement and settlement by other causes. Overflows

shall be made to ensure that necessary anchoring devices have been provided for supporting water closets,

wash basins, sinks and other appliances.

Protection Against Damage

The contractor shall take every precaution to protect all sanitary fixtures against damage, misuse, cracking,

staining, breakage and pilferage by providing proper wrapping and locking arrangement till the completion

of the installation. At the time of handing over, the contractor shall clean, disinfect and polish all the



fixtures and fittings. Any fixtures and fittings found damaged, cracked chipped stained or scratched shall be

removed and new fixtures and fittings free from defects Shall be installed at his own cost to complete the

work.

Measurement

Rate for supply & fixing of sanitary fixtures accessories, CP fittings shall etc. include all items, and

operations stated in the respective specifications and bill of quantities and nothing extra is payable.

Rates for all items under specifications Para above shall be inclusive of cutting holes and chases and

making good the same, CP screws, nuts, bolts and any fixing arrangements requiredandrecommended by

manufacturers, testing and commissioning and making good to the satisfaction of the Engineer-in-charge.

Testing

All appliances, fixtures and fittings shall be tested before and after installation. Water seals of all appliances

shall be tested. The contractor shall block the ends of waste and ventilation pipes and shall conduct an air

test.

After completion of work and during the maintenance liability period of contract, the work shall be

subjected to “Post construction and testing”. In case, if the materials incorporated in the work are found to

be inferior, though the sample collected from the materials might have been passed at the time of execution,

it shall be the responsibility of the contractor to replace the same without any cost to the department failing

which the department may rectify the same at the risk and cost of the contractor or the department may

accept the same as sub standard, and cost be adjusted from the outstanding security deposit as per the terms

and condition of the contract for the work.

Soil, Waste, Vent and Rainwater Pipes & Fittings

General :

The item includes supplying of UPVC soil, waste and rain water (SWR) and ventilation pipes with fittings

of specified diameter including laying, fixing, cutting, joining, painting if required etc.

Material :

The pipes shall conforming to IS 13592, UPVC - SWR (Type ‘A’ or ‘B’ as specified) and fittings

conforming to IS 13591 shall be free from cracks, flaws and defects and shall be U. V. stabilized and able

to withstand a pressure as mentioned in the schedule of work. Rubber sealing rings conforming to IS 5382

with lubricant for sliding socket joints as mentioned in the schedule of work.

Examining:

Before laying the pipe line, it shall be first examined for damages and cracks, No cracked or damaged pipe

and fittings shall be used in the work and they shall be removed from the site by the contractor at his own

cost and charge.

Cleaning: All the pipes and fittings shall be thoroughly cleaned with brush and washed if necessary to

remove any accumulated stone, soil or dirt inside and outside surfaces.

Laying :



The pipes shall be carefully laid straight to the correct alignment in gradients as indicated in the drawing.

All the pipe shall be used in standard length as far as possible. Cut length may be used only where it is

necessary to make up exact length. The entire length of pipe shall be evenly supported on bed of the trench

throughout. Care shall be taken to prevent any sand, earth or other materials from entering into the pipes

during laying. At the end of day's work the open end shall be suitably plugged.

Fixing :

The pipe line shall be fixed in position as shown in the drawing or as directed by the Engineer-in charge.

The pipe shall be fixed with G.I. clamps not less than 5 mm thick of with suitable MS brackets & U

clamps, The bracket shall be fixed into the wall with G.I. nails not less than 40 mm long and wooden

gutties keeping the pipe about 50 mm clear of the wall.

Making Joint :

Solvent (Self fit) Joint:- All internal piping within the toilet shall be solvent weld. The jointing of pipes and

fittings generally shall be done with approved make cement solvent including making surface rough.

Ring fit Joints:- All external vertical joints shall be rubber ring joints. Rubber sealing rings with lubricant

for sliding socket joints .

The pipe shall be cut to desired length. Care shall be taken that that profile or cut surfaces shall not be

changed and the fibrous material shall be removed with scraper or knife.

Detachable Joint :

Detachable joints shall be made where pipes of different materials have to be jointed or as specified in the

schedule. The flanges are first pushed over the pipe ends and jointing shall be made by cement solvent

Painting :

In case of underground piping, the pipe line shall be painted with two coats of approved oil paint of

matching colour over a coat of primer.

Testing :

The joints shall be tested by either smoke test for vertical stacks or 2.5 m head of water at the highest point

of the section under test for horizontal drainage pipes. Smoke shall be pumped into the pipes at the lowest

end from a smoke machine which consists of a below and burner .The material usually burnt is greasy

cotton waste which gives out a clear pungent smoke which is easily detectable by sight as well as by smell,

if there is leak at any point of the drain. The water head test shall be carried out by suitably plugging the

lower end of the drain and the ends of the connection if any and filling the system with water. A knuckle

bend shall be temporarily jointed to it so as to provide required test head , or the top may be plugged with a

connection to a hose ending in a funnel which could be raised or lowered till the required head is obtained

and fixed suitable for observation. The leaky joints shall be remade and section re-tested at no extra cost.

Mode Of Measurement :



The measurement shall be for unit running meter length of pipe line laid of fixed. The measurement shall

be taken along the center line of pipe. No measurement shall be recorded separately for fittings, painting if

mentioned in schedule of work and testing.

Mode Of Payment :

The contract rate shall be for unit running meter length of pipe line laid and for fitting on number

measured.

Clamps

All pipe supports on walls, beams, columns and ceilings shall be MS angle frames as per Consultants

drawings & contractors approved shop drawing by project in charge. The frames shall have a coat of primer

and 2 coats of enamel paint of approved shade. MS supports are measured and paid under a separate item.

All clamps and hangers shall be galvanised. Factory made Pre fabricated clamps shall be preferred. All

nuts, bolts, washers and other fasteners shall be factory galvanised.

When required to be fixed on RCC columns , walls or beam they shall be fixed with approved type of

galvanised expansion anchor fasteners (Dash fasteners) of approved design and size according to load.

In case of PT slab, the location of anchor fasteners shall be approved by project in charge before work

commences.

Spacing of pipe supports and clamps shall be as below

Pipe Dia

(mm)

Hanger Rod Dia

(mm)

Spacing between Supports

(m)

Up to 25 6 2

32 to 50 6 2.5

65 to 80 8 2.5

80 to 100 10 2.5

125 to 150 10 3.0

200 to 300 12 3.5

Traps

Floor traps

Floor traps where specified shall be siphon type full bore P type upvc having a minimum 50 mm deep seal

conforming to IS 13591 shall be free from cracks, flaws and defects. The trap and waste pipes when

buried below ground shall be set and encased in cement concrete blocks firmly supported on firm ground

or when installed on a sunken RCC structural slab. The blocks shall be in 1:2:4 mix (1 cement :2 coarse

sand :4 stone aggregate 20 mm nominal size).

Use of nahni traps is discouraged. It may be used in case of space restriction, with permission of project in

charge & Consultants Floor Trap Grating Floor traps shall be provided with 125mm square or round

Stainless Steel gratings, with frame and rim of approved design and shape or as specified in the Schedule of

Quantities approved by the Project Manager.



Clean out (CO) plugs -Clean out plug for Soil, Waste or Rainwater pipes laid under floors shall be provided

near pipe junctions bends , tees , “Y” and on straight runs at such intervals as required as per site

conditions. Clean out plugs shall terminate flush with the floor levels . They shall be threaded and

provided with key mark for opening. Clean out plugs shall be Cast Brass suitable for the Pipe dia. with

screwed to a socket . The socket shall be lead caulked to the drain pipes.

Waste pipe from appliances

Waste pipe from wash basins and sinks shall be of uPVC pipes conforming to IS 4985 :2000 6

Kg/sq.cm. including all fittings with solvent cement joint, testing, cutting holes or chases and making good

where required as given in the Schedule of Quantities or shown on the drawings.

All pipes shall be fixed in gradient towards the connection to stack or drains. Pipes inside all toilets shall

be in chase unless otherwise shown on drawings, or directed by the Project Manager.

Painting

Paints used shall be of approved quality and shade. Where directed pipes shall be painted in

accordance with approved pipe colour code.

All soil, waste, vent, rainwater pipes in exposed locations e.g. in shafts, pipe spaces and service floors or

fixed at ceiling levels shall be painted with two or more coats of synthetic enamel paint to give an even

shade

Cutting and making good

Contractor shall provide all holes cut outs and chases in structural members necessary and required for the

pipe work as building work proceeds. Wherever cut outs , holes are left in the original construction , they

shall be made good by the main civil contractor.

Sleeves / Cut-outs.

Contractor shall utilize all cut outs and sleeves provided during construction to prevent breaking. The

annular space between the pipe and the sleeve shall be filled up with approved type of fire retardant

sealant. When sleeves are misplaced or inaccurately located contractor shall make the holes in the wall or

structural members with the prior permission of the Project Manager.

Testing

Before using at site, all pipes shall be tested by filling up with water for at least 10 minutes. After filling,

pipes shall be struck with a hammer and inspected for blowholes and cracks. All defective pipes shall be

rejected and removed from the site within 48 hours.

Pipes shall be tested after installation, by filling up the stack with water. All openings and connections shall

be suitably plugged. The total head in the stack shall however not exceed 3m.

Alternatively, Contractor may test all soil and waste stacks by a smoke testing machine. Smoke shall be

pumped into the stack after plugging all inlets and connections. The top end shall be left open. The stack

shall then be observed for leakages and all defective pipes and fittings removed or repaired as directed by



the Project Manager. A test register shall be maintained and all entries signed and dated by the Project

Manager. Later Supply System

Scope of work

Work under this section consists of furnishing all labour, materials equipment and appliances necessary

and required to completely install the water supply system as required by the drawings, specified

hereinafter and given in the Schedule of Quantities.

Without restricting to the generality of the foregoing, the water supply system shall include the

following:-Distribution system from main supply headers to all fixtures and appliances for cold water. Cold

water supply lines from water connections to Fire and Under Ground Water Tanks and from Underground

Water Tanks to Overhead water Tanks. Control valves, masonry chambers and other appurtenances.

Connections to all plumbing fixtures, tanks, appliances and municipal mains Inserts for R.C.C. tanks

General requirements

All materials shall be new of the best quality conforming to specifications. All works executed shall be to

the satisfaction of the Project Manager. Pipes and fittings shall be securely fixed to walls and ceilings

truly vertical, horizontal or in slopes as required in a neat workmanlike manner. Short or long bends shall

be used on all main pipe lines as far as possible. Use of elbows shall be restricted for short connections. All

bends shall be formed by means of a hydraulic pipe bending machine for pipes up to 65mm diameter. Pipes

shall be fixed so as to provide easy accessibility for repair and maintenance and shall not cause

obstruction in shafts, passages etc.

Clamps, hangers and supports on RCC walls, columns & slabs shall be fixed only by means of approved

make of expandable metal fasteners inserted by use of power drills. All G.I, CPVC pipes in shafts and other

locations shall be supported by M.S. clamps of design approved by Project Manager. Pipes in wall chases

shall be anchored by iron hooks, Pipes at ceiling level shall be supported on structural clamps fabricated

from M.S. structural as described above. Pipes in typical shafts shall be supported on slotted

angles/channels as specified elsewhere. All pipe clamps, supports, nuts, bolts, washers shall be galvanized

MS steel throughout the building. Valves and other appurtenances shall be so located as to provide easy

accessibility for operations, maintenance and repairs. Contractor should study the site plan and water

supply system diagram for an overview of the system. All external water supply should be in uPVC Sch80

class pipes and fittings. All internal water supply should be in uPVC Sch-80 pipe and fittings as specified.

Testing

Once an installation is completed and cored as per above mentioned recommendations, the system should

be hydrostatically pressure tested at 150 psi(10 Bar) for one hour. During pressure testing, the system

should be fitted with water and if a leak is found, the joint should be cut out and replacing the same with

new one by using couplers. When making a transition connection to metal threads, special Brass / plastic

transition fitting (Male and female adapters) should be used. Plastic threaded connections should not be



over torque Hard tight puts one half turn should be adequate. Threaded Sealants Teflon tape shall be used to

make threaded connections leak proof.

Hangers and supports

For Horizontal runs, support should be given at 3 feet ( 90 cm) intervals for diameters of one inch and

below and at 4 feet (1.2m) intervals for larger sizes. Hangers should not have rough or sharp edges which

come in contact with the tubing.

Cutting Chases in Masonry Walls

Cold water distribution pipes to fixtures and equipment exposed to view in the bathrooms, kitchens, and

sanitary compartments shall be chased into walls or floors or placed in wall cavities. The Contractor shall

be responsible for cutting all notches, chases, and recesses in walls and floors and only a diamond cutter

shall be used. The maximum size of conduit or pipe permitted to be concealed in floor slabs shall be 32 mm

diameter unless otherwise approved by the Engineer-in-charge.

The chases up to 7.5 x 7.5 cm shall be made in the walls for housing GI pipes etc. These shall be provided

in correct positions as shown in the drawings or directed by the Engineer-in-charge. Chases shall be made

by chiseling out the masonry to proper line and depth. After the pipes etc are fixed in chases, the chases

shall be filled with cement mortar 1:2:4 or as may be specified, and made flush with the masonry surface.

The concrete surface shall be roughened with wire brush to provide a key for plastering. Where pipes pass

through beams or structural walls, subject to the approval of the Structural Consulting Engineer, the

Contractor shall ensure that sizes and locations of openings required are formed in when the relevant beams

or walls are cast.

ASTM Schedule 80 pipes, fittings -

All pipes inside the buildings shall be uPVC ASTM schedule 40/80 pipes and outside the building shall

be ASTM schedule 80 heavy pressure pipes conforming to ASTM-D-1785.

Fittings shall be of approved make as per List of Approved Makes attached for ASTM schedule 80 pipes.

Each fitting shall have manufacturer's trade mark stamped on it. All fittings and specials such as tees,

elbows, couplers etc where connection with metal is to be made shall be with uPVC brass threaded

combination/transition specials such as male threaded adaptor (MTA), female threaded adaptor (FTA), FT

tee, FT elbow etc. Fittings for ASTM pipes shall include couplings, tees, reducers, nipples, unions,

bushes. Fittings shall conform to ASTM-D-2467.Pipes and fittings shall be jointed with solvent

cement (recommended brand by manufacturer). Care shall be taken to remove burr from the end of the

pipe.

Valves :-

All valves (gate, globe, check, safety) shall be of gun metal suitable for the particular service as specified.

All valves shall be of the particular duty and design as specified. Valves shall either be of screwed type or

flanged type, as specified, with suitable flanges and non-corrosive bolts and gaskets. Tail pieces as required



shall be supplied along with valves. Gate, globe and check valves shall conform to Indian Standard IS:776

and non-return valves and swing check type reflux to IS:5312.

Sluice valves-

where specified shall be flanged sluice valves of cast iron body. The spindle, valve seat and wedge nuts

shall be gunmetal. They shall generally have non-rising spindle and shall be of the particular duty and

design as specified. The valves shall be supplied with suitable flanges, non-corrosive bolts and asbestos

fiber gaskets. Sluice valves shall conform to Indian standard IS: 780 and IS: 2906.

Ball valves

Ball valves with floats to be fixed in storage tanks shall consist of cast brass lever arm having copper balls

(26 SWG) screwed to the arm integrally. The copper ball shall have bronze welded seams. The

closing/opening mechanism incorporating the piston and cylinder shall be non-corrosive metal and include

washers. The size and construction of ball valves and float shall be suitable for desired working pressure

operating the supply system. Where called for brass valves shall be supplied with brass hexagonal back

nuts to secure them to the tanks and a socket to connect to supply pipe. Ball Valves (for branch lines <

50mm dia)

Valves up to 50 mm dia. shall be screwed type Ball Valves with stainless steel balls, spindle, Teflon seating

and gland packing tested to a hydraulic pressure of 20 kg / Sq.m. and accompanying couplings and steel

handles. (to BS 5351).

Globe valves -

Globe valves on Hot-water line shall be union bonnet with stem/disc and body seat ring of SS. Suitable for

temperature up to 80° C.

Valves 65mm dia and below shall be heavy gunmetal globe valves conforming to IS 778 Class 1. Valves

shall be tested at manufacturer’s works and the same stamped on it.

Gunmetal Full way valves (on-Off duty)

Valves 65mm dia and below shall be heavy gunmetal full way valves or globe valves conforming to IS 778

class 1. Valves shall be tested at manufacturer’s works and the same stamped on it.

Butterfly Valves

(on pump delivery lines, branches and shut off locations)

Valves more than 50mm dia and above shall be cast iron butterfly valve to be used for isolation. The

valves shall be bubble tight, resilient seated suitable for flow in either direction and seal in both direction

with accompanying flanges and steel handle. Butterfly valve shall be of best quality conforming to IS:

13095.

Each Butterfly Valve shall be provided with a pair of flanges screwed or welded to the main line and having

the required number of galvanised nuts, bolts and washers of correct length.

Non Return Valve ( Slim Type )



Where specified, non return valve (swing check type) shall be provided through which flow can occur in

one direction only. It shall be single door swing check type of best quality.

Each Slim Type Swing Check (NRV) Valve shall be provided with a pair of flanges screwed or welded to

the main line and having the required number of galvanised nuts, bolts and washers of correct length.

S. No Type of Valve Size Construction Ends a. Isolating Valve 15 mm to 50 mm

65 mm and above

Gun Metal

Gun Metal

Screwed

Flanged b. Sluice Valve &

Butterfly Valve

65 mm and above Cast Iron Flanged

c. G.M. non return

valve

15 mm to 50 mm

65 mm above

Gun Metal

Gun Metal

Screwed

Flanged d. Flap Type – Non

return valve

65 mm and above Cast Iron Flanged

All valves shall be suitable for the working pressure involved.

Pressure Reducing Valve Set -

Each pressure reducing valve set shall be complete with pressure reducing or pressure regulating valve,

isolating valves, pressure gauges on inlet and outlet, pressure relief valve on outlet and filter on inlet. Each

pressure reducing valve shall contain loading neoprene diaphragm and a full floating, self aligning, ignition

resistant seat and shall be of the single stage, pressure reduction type with provision for manually adjusting

the delivery pressure. The valve shall fail safe to the low pressure. Valves shall be capable of operating at

the maintaining automatically the respective delivery pressure and flow rates as indicated and shall not be

liable to creep. Valves shall also be capable of maintaining the pre-set down stream pressure under static

condition. The filter on each inlet to a pressure reducing valve shall be of replaceable porous sintered metal

type.

Pressure Relief Valves

Each pressure relief valve shall be of the fully enclosed type and fitted with hand easing gear.

Each pressure relief valve in a pressure reducing station shall have a flow capacity equal to that of the

pressure reducing valve. Pressure relief valves in locations other than reducing stations shall have flow

capacities equal to that of the associated equipment.

Pressure Gauge

The pressure gauge shall be constructed of die cast aluminum and stove enameled. It shall be weather proof

with an IP 55 enclosure. It shall be a stainless steel Bourdon tube type pressure gauge with a scale range

from 0 to 16 Kg / cm square and shall be constructed as per IS:3524. Each pressure gauge shall have a



siphon tube connection. The shut off arrangement shall be by Ball Valve. Calibration certificate shall be

obtained and submitted for each pressure gauge.

Water Fittings

Unless otherwise specified all Gunmetal fittings such as gate, globe, check & safety valves shall be fitted in

pipe line in workman like manner. Necessary unions shall be provided on both ends of the valves for easy

replacement. The joints between fittings and pipes shall be leak-proof when tested to desired pressure

rating. The defective fittings and joints shall be replaced or redone. gnections to Various Mechanical

Equipment Supplied by other agencies

All inlets, outlets, valves, piping and other incidental work connected with installation of mechanical

equipment supplied by other agencies all be carried out by the contractor in accordance with the drawings,

requirements for proper performance of equipment, manufacturer’s instructions and the directions of the

Engineer-in-charge. The equipments to be supplied by the other agencies consist mainly for Kitchen, Back-

of-the-House area and other similar areas. The work of connections to the various equipments shall be

effected through proper unions and isolating valves. The work of effecting connections shall be executed in

consultation with and according to the requirement of equipment suppliers, under the directions of the

Engineer-in-charge. The various aspects of connection work shall be executed in a similar way to the work

of respective trade mentioned elsewhere in these specifications.

Connections to RCC Water Tanks

The contractor shall provide all inlets, outlets, washouts, vents, ball cocks, overflows control valves and all

such other piping connections including level indicator to water storage tanks as called for. All pipes

crossing through RCC work shall have puddle flanges fabricated from MS/GI pipes of required size and

length and welded to 6/8 mm thick MS plate. All puddle flanges must be fixed in true alignment and level

to ensure further connection in proper order.

Full way gate valves of a approved make shall be provided as near the tank as practicable on every outlet

pipe from the storage tank except the overflow pipe. Overflow and vent pipes shall terminate with

mosquito proof grating.

The overflow pipe shall be so placed to allow the discharge of water being readily seen. The overflow pipe

shall be of size as indicated. A stop valve shall also be provided in the inlet water connection to the tank.

The outlet pipes shall be fixed approximately 75mm above the bottom of the tank towards which the floor

of the tank is sloping to enable the tank to be emptied for cleaning.

The floor and the walls of the tank shall be tiled with glazed tiles upto the overflow level. Alternatively

food grade epoxy to be applied.

Tiling of Walls

The floor and the walls of the tanks shall be tiled with glazed tiles up to the overflow level. Alternatively

food grade epoxy to be applied to the floor and the walls of the tanks.

Measurements



The length above ground shall be measured in running meter correct to a cm for the finished work, which

shall include pipe and fittings such as coupling , bends, tees, elbows, reducers,

crosses, plugs, sockets, nipples and nuts, unions. Deductions for length of valves shall be made. Rate

quoted shall be inclusive of all fittings, clamps, cutting holes chased and making good the same and all

items mentioned in the specifications and Bill of Quantities.

All pipes below ground shall be measured per linear meters (to the nearest cm) and shall be inclusive of all

fittings e.g. coupling, tees, bends, elbows, unions, deduction for valves shall be made rate quoted shall be

inclusive of all fittings, excavation, back filling and disposal of surplus earth, cutting holes and chase and

making good all item mentioned in Bill of Quantities.

Lawn Hydrants

Lawn hydrants shall be of 25mm size unless otherwise indicated. All hydrants shall be provided with gate

valves and threaded nipple to receive hose pipes. Lawn hydrant valves shall be of approved make and

design. Where called for lawn hydrants shall be located in masonry chambers of appropriate size. Pipe

protection (for water pipes buried in Trenches / Ground / Earth)

All buried pipes shall be cleaned with zinc chromate primer and bitumen paint, wrapped with three layers

of fiber glass tissue, each layer laid in bitumen and placed on concrete blocks with PUF saddles dipped in

bitumen at every 2 meters. The pipes where laid under floor shall be encased with 100 mm thick jamuna

sand all around in addition to protective coating as described above. Alternatively pypcoat / coatek

insulation for protection of pipe would also be acceptable as per final approval of project engineer /

consultant.

All water supply pipes below ground shall be laid in trenches with a minimum cover of 60 cm. The width

and depth of the trenches shall be as follows:-

Dia of pipe Width of trench Depth of trench

15 mm to 50 mm 30 cms 75 cms

65 mm to 100 mm 45 cms 100 cms

Thrust Blocks

In case of bigger pipes (80 mm dia and above), thrust blocks of cement concrete 1:2:4 (1 cement: 2 coarse

sand: 4 graded stone aggregate of 20 mm nominal size) shall be constructed on all bends as directed by the

Engineer-in-charge.

Masonry Chamber

i. All masonry chambers for stop cocks, sluice valves and meter etc. shall be built as per supplied drawings.

ii. The excavation for chambers shall be done true to dimension and level indicated on plans or as directed

by the Engineer-in-charge.

iii. Concrete shall be of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm

nominal size.

iv. Brick shall be of class designation 75 in cement mortar 1:5 (1 cement: 5 fine sand)



v. Inside Plastering not less than 12 mm thick shall be done in cement mortar 1:3 (1 cement : 3 fine sand)

finished with a floating coat of neat cement.

Shifting of Excavated Surplus Material

Contractor shall make his own arrangement to shift the surplus excavated material within the site limits as

directed by Engineer-in-charge at free of cost within time limit.

Unions

Contractor shall provide adequate number of unions on all pipes to enable easy dismantling later when

required. Unions shall be provided near each gunmetal valve, stop cock, or check valve and on straight runs

at appropriate locations as required or as directed by the Project manager.

Flanges

Flanged connections shall be provided on pipes as required or as shown on the drawings, all equipment

connections as necessary and required or as directed by the Project Manager. Connections shall be made by

the correct number and size of bolts and made with 3mm thick insertion rubber washer.

Sand filling

GI pipes in trenches shall be protected with fine sand 15 cms all round before filling in the trenches.

Painting

All pipes above ground shall be painted with one coat of red lead and two coats of synthetic enamel

paint of approved shade and quality. Pipes shall be painted to standard colour code and arrows specified

by Project Manager.

Pipe protection

GI waste pipes buried in chases or ground or sunken slab shall be protected with multi layer bitumen

membrane tape 3mm thick with a final coat of hot or cold applied bitumen. “Pypkote” or equivalent.

Testing.

All pipes, fittings and valves, after fixing at site, shall be tested by hydrostatic pressure of 1.5 times the

working pressure or 7 kg / sqcm whichever is more. Pressure shall be maintained for a period of at least

one hours without any drop.A test register shall be maintained and all entries shall be signed and dated

by Contractor(s) and Project Manager.

In addition to the sectional testing carried out during the construction, Contractor shall test the entire

installation after connections to the overhead tanks or pumping system or mains. He shall rectify all

leakages and shall replace all defective materials in the system. Any damage done due to carelessness,

open or burst pipes or failure of fittings, to the building, furniture and fixtures shall be made good by the

Contractor during the defects liability period without any cost.

After commissioning of the water supply system, Contractor shall test each valve by closing and

opening it a number of times to observe if it is working efficiently. Valves which do not effectively

operate shall be replaced by new ones at no extra cost and the same shall be tested as above.



Measurement

All pipes shall be measured per linear meter (to the nearest cm) and shall be inclusive of

All fittings e.g. Coupling, tees, bends, elbows, unions, flanges and u clamps with nuts, bolts & washers

fixed to wall or other standard supports. Jointing with Teflon tape, or other approved method. Cutting

holes, and chases in walls, floors, any pipe support required for pipes below ground & making good the

same. Pipe Supports MS Fabricated supports shall be measured by weight, excluding weight of GI clamps.

It shall be calculated on basis of the quantity of structural MS used from the theoretical weight of the

sections. Rate quoted for supports & hangers shall be inclusive of :-

Expandable anchor fasteners.

Cutting holes in walls, ceilings on floors and making good where permitted.

Nuts, bolts and washers for fixing and assembling.

Wooden / PVC pipe saddles for vertical or horizontal runs.

Applying one coat of red oxide and 2 or more coats of enamel paint.

Valves Gunmetal, cast iron, butterfly and non return valves and puddle flanges shall be measured by

numbers and shall include wheels / caps, GI nuts, bolts, washers and insertion gasket.

Painting / pipe protection

Painting / pipe protection shall be measured per linear metre over finished surface and shall include all

valves and fittings for which no deduction shall be made. No extra payment shall be made for fittings,

valves or flanges.

Pipe Puddle Flanges for GWT & OHT

Pipe Flanges shall conform to British Standards 10 (Specification for flanges and bolting for pipes, valves

and fittings). Following table gives specification of Pipe Flanges and Sleeves.

Sr.

No

M S Sleeve M. S. Flange Bolting M.S. Puddle

Sle

eve

Nos

N.B

. of

Pip

e

Thi

ckne

ssof

Pip

e

Dia

met

er

Thi

ckne

ss

Pcd

Dia

Of

Bol

t

No.

Of

Bol

t

Siz

e

Thi

ckne

ss

mm mm mm mm mm

1 S3 25 DIA4.05

mm120 10 90 15 4 50 x 50 6

2 S4 32 DIA4.05

mm135 10 100 15 4 100x100 6

3 S5 40 DIA4.05

mm140 15 125 15 4 100x100 6

4 S6 50 DIA4.05

mm165 15 105 15 4 150x150 6

5 S7 65 DIA4.05

mm185 15 150 15 8 150x150 6

6 S8 80 DIA 4.85 200 15 165 15 8 200x200 6



mm

7 S9100

DIA5.4 mm 225 20 200 15 8 200x200 6

8 S10150

DIA5.4 mm 300 25 260 20 12 300x300 6

9 S11200

DIA6.0 mm 370 25 325 20 12 350x350 6

10 S12250

DIA6.0 mm 435 32 380 25 12 400x400 6

11 S13300

DIA6.0 mm 500 32 450 25 16 400x400 6

12 S14350

DIA6.0 mm 550 40 500 25 16 500x500 6

Connections to RCC Water Tanks

The contractor shall provide all inlets, outlets, washouts, vents, ball cocks, overflows control valves and all

such other piping connections including level indicator to water storage tanks as called for. All pipes

crossing through RCC work shall have puddle flanges fabricated from MS/GI pipes of required size and

length and welded to 6/8 mm thick MS plate. All puddle flanges must be fixed in true alignment and level

to ensure further connection in proper order.

Full way gate valves of a approved make shall be provided as near the tank as practicable on every outlet

pipe from the storage tank except the overflow pipe. Overflow and vent pipes shall terminate with

mosquito proof grating.

The overflow pipe shall be so placed to allow the discharge of water being readily seen. The overflow pipe

shall be of size as indicated. A stop valve shall also be provided in the inlet water connection to the tank.

The outlet pipes shall be fixed approximately 75mm above the bottom of the tank towards which the floor

of the tank is sloping to enable the tank to be emptied for cleaning.

The floor and the walls of the tank shall be tiled with glazed tiles up to the overflow level. Alternatively

food grade epoxy to be applied.

Tiling of Walls

The floor and the walls of the tanks shall be tiled with glazed tiles up to the overflow level. Alternatively

food grade epoxy to be applied to the floor and the walls of the tanks.

Drainage (Sewers & Storm Water Drains)a. Sewerage line shall be laid at 1:60 grades for proper drainage Plinth height of the building

shall be taken accordingly.b. Only UPVC/HDPE. Spun pipe shall be used with lead-wool/epoxy mortar joints up to first

inspection chamber.

First inspection chamber to septic tank, pipes shall be cement concrete NP. 2 – Class pipe c. All hidden joints shall be provided with flat strips.d. No joints shall be permitted in wall, slab or columns.



e. Rat guards shall be provided on pipes.f. Joints with floors/walls of fixtures shall be treated / chalked with epoxy mortar.g. Acceptance testing smokes as per local authorities requirements.h. Construction of sewer line as per drawing & design.i. R.C.C. pipes of NP-II Class as per drawing & design & as directed by Client from first

inspection chamber to last disposal point as per municipal directives should be provided for

sewerage line. 1:2:4 P.C.C. incasing shall be provided wherever is necessary & as directed.j. Connection from Inspection chamber to existing manhole on the road or Municipal Gutter

line shall be provided.k. Suitable number of chambers with pre-cast / Fiber reinforced Concrete / Fibre cover shall be

provided. As per drawing or as directed by Client.l. Chambers shall be provided at every 10.0 meter interval and as per requirements of change

of diameter, direction, level and connections. As directed by engineer in charge & as per

execution drawings issued at the time of execution. m. Acceptance Test: Smoke /hydraulic test as per B.I.S.

4.6.4 RAIN WATER PIPE:a. Suitable nos. of pipes of minimum 110mm diameter of UPVC/CCI/CI shall be as per

Standards and as per detail drawing - design and as directed by engineer in charge.b. No spout for discharging rainwater shall be allowed.

c. 50 mm UPVC pipe shall be provided for draining of water from each balcony.d. Acceptance testing – Smoke test.

4.6.5 Channel for disposal of storm water in to public drains A suitable open concrete channel, masonry gutter as per design, & norms shall be provided to

drain off water from buildings with design intensity of 8.9 cms/hr. storm and run-off coefficient

of 0.8.The storm water collected from the area shall be discharged at the places of bore well /

well as rainwater harvesting and as directed by Client. Covers on drain shall be perforated and

solid as applicable of pre-cast / Fiber reinforced Concrete / Fiber cover shall be provided. As

per drawing or as directed by Client.Scope of work

Work under this section shall consist of furnishing all labour, materials, equipment and appliances

necessary and required to completely install all the drainage system as required by the drawings and

specified hereinafter or given in the Schedule of Quantities. Without restricting to the generality of the

foregoing, the drainage system shall include:- Sewer lines including excavations, pipe lines, manholes,

drop connections and connections to the existing sewer. Storm water drainage, excavation, pipe

lines, manholes, catch basins, and connections to the existing storm water drain.

General requirements

All materials shall be new of the best quality conforming to specifications and subject to the

approval of the Project Managers. Drainage Lines shall be laid to the required gradients and profiles. All

drainage work shall be done in accordance with the local municipal bye-laws. Contractor shall obtain

necessary approval and permission for the drainage system from the municipal or any other competent



authority. Location of all manholes, etc. shall be confirmed by the Project Manager. As far as possible,

no drains or sewers shall be laid in the middle of the road unless otherwise specifically shown on

the drawings or directed by the Project Manager.

Excavation

Alignment and grade

The sewer pipes shall be laid to alignment and gradient shown on the drawings but subject to such

modifications as shall be ordered by the Project Manager. No deviations from the lines, depths of

cutting or gradients of sewers shown on the plans and sections shall be permitted except by the express

direction in writing of the Project Manager.

Opening out trenches

In excavating the trenches, etc. the solid road metal ling, pavement, kerbing, etc. and turf is to be

placed on one side and preserved for reinstatement when the trenches or other excavation shall be filled

up. Before any road metal is replaced, it shall be carefully sifted. The surface of all trenches and holes

shall be restored and maintained to the satisfaction of the Project Manager.

The Contractor shall grub up and clear the surface over the trenches and other excavations of all trees,

stumps roots and all other encumbrances affecting execution of the work and shall remove them from the

site to the approval of the Project Manager.

Excavation to be taken to proper depths

The trenches shall be excavated to such a depth that the sewer shall rest on concrete as described in the

several clauses relating thereto and so that the inverts may be at the levels given in the sections

Refilling

After the sewer or other work has been laid and proved to be water tight, the trench or other excavations

shall be refilled. Utmost care shall be taken in doing this, so that no damage shall be caused to the sewer

and other permanent work.

The filling in the haunches and upto 75 cms above the crown of the sewer shall be of PCC 1:2:4. After

this has been laid, the trench and other excavation shall be refilled carefully in 15 cms layers with

materials taken from the excavation, each layer being watered to assist in the consolidation unless the

Project Manager shall otherwise direct.

Disposal of surplus soil

The Contractor shall at his own costs and charges provide places for disposal of all surplus materials

not required to be used on the works. As each trench is refilled the surplus soil shall be immediately

removed, the surface properly restored and roadways and sides left clear.

Recommended width of trenches at the bottom shall be as follows:-

100 – 150 mm dia pipe 55 cms

225 - 250 mm dia pipe 60 cms

300 mm dia pipe 75 cms



Maximum width of the bed concrete shall also be as above. No additional payment is admissible for

widths greater than specified.

The Project Managers shall have power by giving an order in writing to the Contractor to increase the

maximum width in respect of which payment will be allowed for excavation in trenches for various classes

of sewer, manholes, and other works in certain lengths to be specifically laid down by him , where on

account of bad ground or other unusual conditions, he considers that such increased widths are necessary

in view of the site conditions.

Gully Traps

Gully traps shall be of the same quality as described for stoneware pipes and used where shown on

drawings.

Gully traps shall be fixed in cement concrete 1:2:4 mix and a brick masonry chamber 30x30 cms inside

in cement mortar 1:5 with 15x15 cms grating inside and 30x30 cms RCC cover and frame to be

constructed as per standard drawing. Where necessary, sealed cover shall be replaced with C.I. grating of

the same size, in case of inlet chambers.

Reinforced cement concrete pipes

All underground storm water drainage pipes and sewer lines shall be centrifugally spun S & S RCC pipes

of NP2 class. Pipes shall be true and straight with uniform bore, throughout. Cracked, warped pipes

shall not be used on the work. All pipes shall be tested by the manufacturer and the Contractor shall

produce, when directed, a certificate to that effect from the manufacturer.

Laying

R.C.C.spun pipes shall be laid on cement concrete bed or cradles as specified. The cradles may be

precast and sufficiently cured to prevent cracks and breakage in handling. The invert of the cradles shall

be left 12 mm below the invert level of the pipe properly placed on the soil to prevent any disturbance.

The pipe shall then be placed on the bed concrete or cradles and set for the line and gradient by means of

sight rails and bonding rods etc. Cradles or concrete bed may be omitted, if directed by the Project

Manager.

Jointing

After setting out the pipes the socket shall be centered over the spigot and filled in with tarred

gaskin, so that sufficient space is left on either side of the collar to receive the mortar. The space shall

then be filled with cement mortar 1:2 (1 cement: 2 fine sand) and caulked by means of proper tools. All

joints shall be finished at an angle of 45 degrees to the longitudinal axis of the pipe on both sides of

the collars neatly.

Testing

All pipes shall be tested to a hydraulic test of 1.5 m head for at least 30 minutes at the highest point in the

section under test. The smoke test shall be carried out by the Contractor, if directed by the Project



Manager. A test register shall be maintained which shall be signed and dated by Contractor,/ Project

Manager.

Cement concrete and masonry works (for manholes and chambers etc.)

Materials

Materials used for the construction of concrete and masonry works shall be of the same specifications as

those specified for the civil works.

Cement concrete for pipe support

Wherever specified or shown on the drawings, allpipes shall be supported in bed all round or haunches.

The thickness and mix of the concrete shall be given in the Schedule of Quantities. Width of the bedding

shall be as specified above.

Unless otherwise directed by the Project Engineer, cement concrete for bed, all round or in haunches shall

be laid as follows :-

Cement Concrete (PCC 1:2:4) For Pipe Support

Up to

1.5m

depth

Up to 3 m depth beyond 3 m depth

Stoneware pipes in

open ground

(no sub soil water)

All round in Haunches All round

R.C.C or SW

in sub soil water

All round in Haunches in Haunches

CI Pipes

in all conditions

All round in Haunches in Haunches

RCC or CI pipes under

building

All round All round All round

Manholes and chambers

All manholes, chambers and other such works as specified shall be constructed in brick masonry in

cement mortar 1:5 (1 cement: 5 coarse sand) or as specified in the Schedule of Quantities. All manholes

and chambers , shall be provided with Bed of cement concrete 150 mm thick 1:2:4 concrete mix. Cement

concrete benching with a slope towards the channel in 1:2:4 mix.

Inside cement plaster 12/15 mm thick in cement mortar 1:3 and finished with a floating coat of neat

cement. Outside cement plaster 12/15 mm thick in cement mortar 1:3 and finished rough with a water

proofing compound.PVC coated CI steps/catch rigs set in cement concrete blocks for manholes deeper than

1m.RCC covers and frames embedded in reinforced cement concrete slab.

Making Connections

Contractor shall connect the sewer line of the building to the main manhole by providing making

holes and channels etc.



Measurement.

Excavation

Measurement for excavation of pipe trenches shall be made per linear meter and include all items required

to complete the work including timbering and shoring, refilling, consolidation, and disposal of surplus

earth.

Payment for trenches more than 1.5m depth shall be made for extra depth as given in the schedule of

quantities.

Saturated Soil

No extra payment for pumping and bailing out water shall be made for excavation with an average depth

of 1.5 m in saturated soil, surface water from rain falls or broken pipes lines, or sieves and other similar

sources. An extra rate as quoted in the schedule of quantities shall be paid for excavation in saturated

soil for pipe trenches above average depth of 1.5 m. No payment is admissible for water collected from

surface sources and broken pipe lines or sewers.

RCC pipes-

R.C.C. pipes shall be measured for the finished length of the pipeline per linear meter

Lengths between manholes shall be recorded from inside of one manhole to inside of other manhole.

Length between gully trap and manhole shall be recorded between socket of pipe near gully trap and inside

of manhole. Rate shall include all items given in the schedule of quantities and specifications.

Gully Traps

Gully traps shall be measured by the number and rate shall include all excavation, foundation, concrete

brick masonry, cement plaster inside and outside, C.I. grating and sealed cover and frame.

Cement Concrete for Pipes

Cement concrete in bed and all round or in haunches shall be paid per running meter between the

outside wall of manholes at bottom of the trench. No additional payment is admissible in respect

of concreting done for widths greater than specified, for shuttering or centering and concreting in sub

soil water conditions.

Manholes and Catch basins

All manholes, catch basins and Making Connections shall be measured by numbers and shall include all

items specified above and necessary excavation, refilling& disposal of surplus earth. Manholes with

depths greater than specified under the main item shall be paid for under "extra depth" and shall include all

items as given for manholes. measurement shall be done to the nearest cm. Depth of the manholes shall

be measured from top of the manhole cover to bottom of channel.

Making Connections

Item for making connection to municipal sewer shall be paid for by number and shall include all items

given in the Schedule of Quantities and specifications.

Pumping System -



Scope

This section of the contract involves the design, supply, installation, testing and commissioning of the

complete Hydro pneumatic pumping system and other pumping systems complete with all controls and

electrical work for domestic water supply & water supply for flushing. All submersible water sump pumps

for the project are also included in this contract. It also involves testing and commissioning of the pumping

system with the domestic water and flushing water supply & distribution.

This specification described the particulars of the contract, designs and systems chosen, and mode of

operation.

All installation work shall comply with the latest rules and regulations.

The work embraced by these specifications covers the design, submission to authorities, supply, delivery on

site, installation, testing, commissioning and maintenance of the Hydro pneumatic pumping system, other

pumping system installation of the building in accordance with this specification and associated drawings.

The scope of work shall include the following (list is indicative and not exhaustive) :

Fix speed pumping units domestic water & flushing water supply & distribution.

Suitably sized food grade quality, non-toxic diaphragm type pressure vessels complete with necessary

interconnections and controls.

Control panel for pump control complete with variable speed drives, circuit breakers, fusses, pressure

transmitters etc. complete with all interconnections to pumps and electrical supply panels.

Pump control units complete with pre-programmed micro-processor chip.

Pump monitoring units to monitor operation of pumps.

Each Hydro pneumatic Pumping unit shall be supplied as a complete set including fix speed pumps,

pressure vessels suction and discharge common manifolds, non-return valves, isolating valves, pressure

transmitters on the discharge side and level electrode at the suction tank. Each unit shall be provided with

electronic microprocessors for unit control and all necessary electrical work for the unit.

Submersible water re-circulation pump for water for plant room drainage complete with electrical panels

and necessary accessories with automation for pump operation.

All the pipe work etc. shown in the system drawings is meant for information only and shall be carried out

by others. The Hydro pneumatic system supplier shall provide the pumping units in the designated pump

rooms as complete units included all necessary piping within plant such that only discharge connections are

required to be connected into the unit’s discharge manifolds just inside the plant room, by the Plumbing

contractor. The Hydro pneumatic system contractor shall guarantee specified pump performance at various

pump speeds and Hydro pneumatic pumps must be able to supply at least 2 bar pressure at the

highest/farthest fitting.

Electrical equipment and installation work including the PLC in Control panel.

Painting and labeling of pipe work and equipment;

Provision of all hold down bolts, spigots struts and the like required to be built in during construction;



Provision of all level switches, flow switches and other sensing devices for status indication.

Testing & commissioning and balancing of the Hydro pneumatic &Pumping system;

Provision of twenty four (24) months operational maintenance and breakdown services;

Provisions of operating instructions and maintenance manuals;

Provision of spare parts;

Training of the employer's staff for proper operation of the entire systems;

Provisions of the necessary installation which include pumping works, pipe work within the pumping unit

up to suction and discharge manifolds, conduit and control wiring, etc. to form a workable system required;

All cutting, patching, framing up, furring in, chasing and making good associated with the building

construction for the passage of pipes, conduits and the like including providing GI pipes sleeves of required

size corresponding to pipe dia, wherever pipes crossing fire rated walls and floors and sealing with glass

wool in between and fire sealant compound on either end. Details on shop drawings shall also be provided.

General

Equipment offered for supply and installation shall include the following:

All minor items and incidental work, equipment accessories and materials may not be specifically

mentioned but are required for the proper completion of the installations in accordance with the true intent

and meaning of this Specification.

All necessary safety devices for the protection of personnel against injury and the protection of plant and

equipment against damage including relief valves, belt guards, fan inlet and/or discharge guards, safety

railing, effective earthing of electrical components, electrical interlocks, warning lights and alarms.

Readily accessible, dust-proof lubricating facilities on all moving parts and equipment including provision

for cleaning all lubricating lines and bearings and charging same with the correct lubricants after

installation but prior to testing and commissioning.

Clearly visible and robust manufacturer's name-plates permanently fitted each and every item of equipment

and showing the manufacturer's name, type and/or model number, serial number, and all essential operating

data such as speed, capacity, voltage, current draw, etc.

The Contractor also shall allow provision for the inspection of all plant and equipment by the manufacturer

or his licensed representative, at least twice during the course of the installation.

Submersible Domestic water Pumps.

These shall be fully submersible with a fully submersible motor. The pumps shall be provided with an

automatic level controller and all interconnecting power and control cabling which shall cause the pumps to

operate when the water level in the sump rises to a preset level and stop when the preset low level is

reached. Pumps for drainage shall be single stage, single entry.

Pump shall be C.I. casing and C.I. two vane open type with a dynamically balanced impeller connected to a

common shaft of the motor. The vane for sewage pump will be open type, while for drainage pump, etc. it



will be of semi open type. The MOC of the sump shall be in accordance to schedule of quantity. Stuffing

box shall be provided with mechanical seals.

Each pump shall be provided with a suitably rated induction motor suitable for 415 volts, 3 phase, 50 Hz

A.C. power supply.

Each pump shall be provided with in built liquid level controller for operating the pump between

predetermined levels.

The pumping set shall be for stationary application and shall be provided with pump connector unit. The

delivery pipe shall be joined to the pump through a rubber diaphragm, and bend and guide pipe for easy

installation.

Pump shall be provided with all accessories and devices necessary and required for the pump to make it a

complete working system.

Sump pump shall be complete with level controllers, power and control switch gear, Auto/off/Manual

switches, pumps priority selections and control and power cabling up to motor and controller/probes etc.

(Including earthling). Level control shall be such that one pump starts on required level, 2nd pump cuts in

at high level and alarms is given at extra high level. All level controllers shall be provided with remote

level indications.

Motor Design

The pump motor shall be a squirrel cage induction, housed in air filled water-tight enclosure. Oil filled

motors are not acceptable. The stator windings shall be Class "F" insulation (155 degree C or 311 degree F)

for general usage and class `H' insulation (180 degree C or 317-8 grade 2) for submersible type. The stator

shall be heat shrunk fitted into the enclosure and shall not use bolts, pins or other fasteners that penetrate

through the stator enclosure. The starter shall be equipped with a thermal switch embedded in series in the

coils of the stator windings to protect the stator from wheel. The motors shall be designed for continuous

running duty type at 415 volts, 3 phase, 50 Hz power supply and capable of sustaining a minimum of 20

starts/stops per hour. Between stator housing and pump, a tandem seal arrangement will be provided with

an oil barrier. Both seals run in oil, allowing dry running without seal damage. Both seals shall be of the

rubber bellows or metallic bellow type with positive drive between shaft and rotating seal face.



LIST OF APPROVED MAKES OR BRANDS

Unless other as mentioned any one of the approved makes or brands shall be allowed to be

used. Other specified ISI mark may be allowed to be used if approved by the Architect / Consultants.

The contractors shall distinctly understand that it will not be their prerogative to insist on a

particular brand from the list. Final selection will be done with the approval of the clients and Architects

and they shall select the brand from the given list or any other equivalent brand as per the prevailing market

condition

Sr No MATERIAL MAKE1 Sanitary ware Parry ware / Hindware / Cera2 Seat covers (Heavy Duty) Parry ware / Hindware / Cera3 C.P fittings & Bathroom

accessoriesJaquar / Parry ware / Hindware

4 Stainless Steel Sink Nirali / Franke / Parry ware / Cera5 C.P. Grating GMGR / Chilly / Viking6 Cast Brass Clean Out Plugs GMGR/Neer/ Viking7 G.I. Pipes / M.S. Pipe Tata / Jindal / Zenith8 G.I. fittings (malleable cast iron) Unik / R Brand / Zoloto M / Unco9 Ball Valve RB / Intervalve / Zoloto / VB

10 GM Peet Valve RB / Intervalve / Zoloto / VB11 GM Wheel Valve RB / Intervalve / Zoloto / VB12 Pressure Reducing Valves Hawa / Kirloskar / Sant / VB13 Butterfly valves RB / Intervalve / Zoloto / VB14 G.M. Non return valve RB / Intervalve / Zoloto / VB15 C.I. Non return valve RB / Intervalve / Zoloto / VB16 Strainer RB / Intervalve / Zoloto / VB



17 Solenoid Valve Rotex / Asco / Switzer / Intervalve18 Stoneware pipes/Gully traps Rajora / Equivalent19 U/fittings Supreme / Finolex / Prince20 C and Fittings Astral, Ajay, Ashirwad flow guard pipes21 Copper Pipes Rajco, Maxflow22 Pressure Guage H. Guru / Forbes Marshall / Waaree

23 RCC23 Electronic Flow Meter Rockwin / Aquamate24 Water Level Controller Technica / Waaree25 Water Level Indicator Technica / Waaree26 Grating K.K.Manhole Jain spun pipe / Pragati27 Water Meter Kay Cee / Kent / Desmesh28 R.C.C Pipe Jain Spun Pipe / Pragati /Daya Spun Pipe29 Pipe Supports Hangers Intello Tech / GMGR / Chilly30 Insulation Thermaflex / Armaflex / Kiflex31 Anti Corrosive Bitumastic Paint Asian/Burger/Pidilite32 Epoxy Paint Asian/Burger/Pidilite33 Motoerised Sliding Gate Gandhi Automation/Equivalant

Technical Specifications for Fire Fighting System-



1.0 HYDRANT SYSTEM DESCRIPTION

1.1 The Hydrant System Shall comprise of two electric driven Pump Set of 3200/2800 LPM at

185 M head, a electric driven pump 3200 LPM at 185m head for sprinklers, a jockey pump

for Sprinkler 320LPM at 185 m head, a jockey pump for hydrant 320 LPM at 185m head,

with all required accessories including Valves, strainers, elastomeric bellows, special

fittings, instrumentation, control panels and any other components required to complete the

system in all respects. The pumps to be powered by D.G set in event of power failure.

Diesel pump will also be provided of capacity 3250 LPM at 185M head.1.2 There shall be a Wet Riser of 150mm dia in G.I. with Single headed Hydrant Valves on all

floors of each building. On the lower floors Orifice Plates shall be provided which shall

reduce pressure to 3.5 Kg/cm2. Each Hydrant shall have RRL Hose, two number Branch

Pipe of 15 m length and a swinging type Hose Reel within the duct or supported on the

adjoining walls. 1.3 The provision of water supply for the Hydrant and sprinkler System shall be common by an

underground tank of 3,00,000 litres1.4 The Hydrant System shall be automatic in action and shall be designed to cover the entire

area and all the floors internally with independent piping system. For the sprinkler system,

a separate piping system shall be installed.1.5 The Hydrant System shall be kept pressurized all the times. The proposed jockey Pump

shall take care of the leakages in the system, pipe lines and valve glands.1.6 The pressure in the hydrant pipe work shall be kept constant at 7 kg/cm2. In the event of

fire when any of the hydrant valve in the network is opened, the resultant fall in header

pressure shall start the Hydrant Pump through pressure switches automatically. In case of

failure of electricity or failure of electric pump to start on demand, the electrical pump shall

automatically take over, powered by D. G. However, shutting down of the pump set shall

be manual. In addition to auto start arrangements, the main pump shall also have an over-

riding manual starting facility by push button arrangement1.7 An external Hydrant Ring Main of 150 mm dia shall also be provided which shall be fed

from the above mentioned pumps. Single headed Courtyard Hydrant Valves with Hose

Cabinets shall be provided.1.8 The hydrant risers shall be terminated with air release valve at the highest points to release

the trapped air in the pipe work and drain valves at the bottom.2.1 The automatic sprinkler system is a piped system having water under pressure all the time

with sprinkler heads fixed against the outlets at appropriate places. The sprinkler heads are

of fixed temperature type with a quartzoid bulb held in position by forged gunmetal yoke

and a deflector. The quartzoid bulb contain liquid having high vapour pressure. Upon

receiving heat, the vapour pressure inside the bulb increase rapidly and at the rated

temperature, the bulb shatters and thereby opens the sprinkler head, permitting flow of



water.2.2 The sprinkler installation shall have a set of Installation Control Valve Comprising of Main

Stop Valve, Alarm Valve and water Motor Gong. The Stop Valve must be right handed, i.e.

to stop valve, spindle must rotate clockwise. The controlling wheel must be clearly marked

showing direction in which wheel is to be turned, to close, and an indicator to show whether

valve is open or shut, the location of stop valve is to be easily visible and unobstructed.2.3 The Alarm Valve must be of approved type and fixed on the main supply pipe immediately

above the stop valve, and before any connection is taken off to supply any part of

installation.2.4 The Water Motor Gong must be fitted as near to the alarm valve as possible and must not be

located more than 6 Mt. above the valve. The water gong shall consist of a water motor

which rotates at high speed. The shaft carries an arm on which a striker weight is provided

and the weight strikes the gong on each revolution of the motor and produces an audible

alarm. 2.5 In addition, there will be one Annunciation Panel installed in the security room on the

ground floor. Connection from each zone to the panel shall be through Flow Switches on the

downward side of Floor Isolation Valve on each zone on the distribution Header. The

Annunciation Panel will indicate the particular zone where a sprinkler has burst. The design

of sprinkler Installation shall be in conformity with Sprinkler Rules. Pressure reducing at

lower floor shall be by suitable orifice flanges of 12mm thick stainless steel so as to restrict

the pressure between 3 to 5 Kg/cm2 at any floor level where tapping has to be made from

Main Riser. The position of orifice flange shall be immediately after tapping point and

before the Isolating valve / Flow Switch. The annunciation panel shall be micro processor

based, suitable for thirty zones. All electrical wiring and cabling with junction boxes and

glands,endterminationetc to be provided from the flow switches in each zone to the

Annunciation Panel.2.6 The parking areas in the stilt, podium floors and common lobby areas will be sprinklered.

The system shall be charged by a 150 mm Vertical Riser which is connected to the Sprinkler

Header in the Pump House. From the Header one 150 mm dia Riser shall be connected

through which the Sprinkler lines of the different zones are tapped. Drain valves to be

provided in locations as shown on drawings.

3.0 FIRE PUMPS, MOTORS, ENGINE AND ACCESSORIES 3.1 Fire Pumps

The fire pump shall be horizontally mounted single stage centrifugal end suction type and

direct driven by electrical motor, as specified. The pump rating and performance shall be as

described in the drawings.Pump casing shall be of close-grained cast iron with bronze impeller. The shaft sleeve shall

be brass of S.S 304 and the trim shall be brass or bronze and the shaft shall be stainless



steel.Pump shall be capable of delivering 150 % of the rated capacity at 65 % of the rated head

and the no-delivery head shall not exceed 120 % of rated head. Pump casing shall withstand

1.5 times the working pressure. The pump shall be electrically driven with direct flexible coupling.The electric drive motor shall be squirrel cage A.C. induction type suitable for operations on

415 volts, 3 phase, 50 Hz system. The motor shall be totally enclosed fan cooled type

confirming to protection class IP – 55 vide IS 4601. The class of insulation shall be ‘B’. The

synchronous speed shall be 1500 / 3000 RPM as specified. The motor shall be of continuous

duty and shall have horse power rating necessary to drive the pump at 150 percent of its

rated discharge with at least 65 percent rated head. The motor shall conform to IS 325 –

1978. The motor starter shall be automatic star Delta type confirming to IS 1822- 1967. The

starter assembly shall be suitable integrated in the power and control panel for the riser

system and sprinkler system 3.1.1 Accessories

The fire pump shall be complete with the following accessories

i. Suction and discharge eccentric reducers.

ii. Suction and discharging flexible

iii. Suction and discharge pressure gauges 150 dia with gauge cocks brass piping for

pressure damping.

iv. Pump coupling guard.

v. Common base frame fabricated M.S. or cast iron.

vi. Anti-vibration mounts.

vii. –Y- Strainers.

viii. Pressure switches Butterfly valves and non return valves

ix. Suction and delivery piping.

x. Elastomeric bellows.3.2 Pump Foundation.3.2.1 Each pumps shall be bolted and grouted to a reinforced concrete foundation of 1:1 1 / 2:3

concrete ( 1 cement : 1 1 / 2 fine aggregate : 3 coarse aggregate) and cured for 7 days. Each

concrete base shall include supports for pipe elbows at the suction and / or discharge. The

pump foundation and supports shall be as per the pump manufacturers recommendation. 3.2.2 Unless otherwise indicated, all equipment to be mounted on vibration isolator rubber pads

and shall have a minimum , operating clearance of 40 mm between the inertia base of

structural steel frame and the concrete house keeping pad. The clearance space shall be

checked by the contractor to insure that no construction debris has been left to short-circuit

or restrict the proper operation of the vibration isolation system.3.3 DIESEL PUMP 3.3.1 DIESEL ENGINE

The Engine shall be cold starting type without the necessity of preliminary heating of the



engine cylinders or combustion chamber. The engine shall be multi cylinder / vertical, 4

stroke cycle, water cooled, diesel engine, developing suitable HP at the operating speed

specified to drive the diesel driven fire pump capable of delivering 2280 LPM at 85 m head.

The engine shall be capable to continuous non-stop operation for 8 hours. The engine shall

conform to IS 1601 / IS 10002.3.3.2 ENGINE ACCESSORIES

The engine shall be complete with the following accessories: -

i) Fly wheel dynamically balanced.

ii) Direct coupling for pump and coupling guard.

iii) Corrosion Resister.

iv) Air cleaner, oil bath type / Dry type.

v) Fuel service tank support and fuel oil filter with necessary pipe work.

vi) Elect Starting battery ( 2 x 24 v)

vii) Exhaust silencer with necessary pipe work.

viii) Governor.

ix) Instrument panel housing all the gauges, including Tachometer, hour meter and starting

switch with key. ( For Manual Staring)

x) Necessary safety controls.

a)COOLING SYSTEM :-

The diesel engine shall be water cooled, the water for cooling shall be taken from discharge

of fire pump (taken off prior to the pump discharge valve), directly into the engine cylinder

jackets via pressure reducing device to limit the applied pressure to a safe value as specified

by Engine Manufacture.

b)LUBRICATING OIL SYSTEM :-

Forced feed Lubricant Oil System shall be employed for positive lubrication. Necessary

Lubricant oil filter shall be provided located, suitable for convenient servicing.

c)STARTING SYSTEM

The starting system shall comprise necessary batteries (1 x 24v), 24 volts starters motor of

adequate capacity and axle type gear to match with the toothed ring on the fly wheel. By

metallic relay protection to protect starting motor from excessively long cranking runs

suitably integrated with engine protection system shall be included within the scope of the

work. The capacity of the battery shall be suitable for meeting the needs of the starting

system. The battery capacity shall be adequate for 10 consecutive starts without recharging

with cold engine under full compression. The scope shall cover all cabling, terminals,

initial charging etc.

d)EXHAUST SYSTEM:-



The exhaust system shall be complete with hospital silencer and silencer piping including

bends and accessories. The total backpressure shall not exceed the engine manufacturers

recommendation. The exhaust piping shall be suitable lagged. The exhaust piping shall run

within the duct land terminate above roof level. The exhaust pipe shall be insulated with

`ROCKLLOYD` insulation and suitably cladded.

e)ENGINE SHUT DOWN MECHANISM :-

This shall be auto/ manually operated and shall return automatically to the starting position

after use.

f) GOVERNING SYSTEM :-

The engine shall be provided with an adjustable governor to control the engine speed within

5% of its rated speed under all conditions of load upto full load. The governor shall be set to

maintain rated pump speed at maximum pump load.

g)ENGINE INSTRUMENT :-

Engine instrumentation shall include the following : -

1. Lubricant oil pressure gauges.

2. Lubricant oil temperature gauges.

3. Water pressure gauges.

4. Tachometer

5. Hour meter

6. Automatic start / stop device.

7. Selector switch for automatic, testing operation.

The instrumentation panel shall be suitably resident mounted on the engine.

h)ENGINE PROTECTION DEVICES :-

Following engine protection and automatic shut down facilities shall be provided :-

1) Pipe Work: – All pipe lines with fittings and accessories required shall be provided

for fuel oil, Lubricant oil and exhaust systems, copper piping of adequate sizes,

shall be used for Lubricant Oil and fuel oil. G.I piping will be permitted for

exhaust.

2) Anti Vibration Mounting :- Suitable vibration mounting duly approved by engineer

– in charge shall be employed for mounting the unit so as to minimize transmission

of vibration to the structure. The isolation efficiency achievable shall be clearly

indicated.

3) Battery charge: - Necessary float boost charger shall be incorporated In the control

section of the power and control panel, to keep the battery under trim condition.

Voltammeter to indicate the state of charge of the batteries shall be provided.

4) Day Oil Tanks :- Day oil tanks shall be of 300 literes capacity and made out of



minimum 3 mm thick MS sheets, duly welded and painted as per requirements. It

should be attached with level indicator with signals compatible to computer.

The day oil tank shall be equipped with an air breather, shielded level gauge, strainer and a

hand hole of not less than 150 mm diameter, besides the required fuel connection and a

drain plug. Primer coating with tow coats of highly corrosion resistant primer shall be

applied according to the seven tank process of painting. The tank shall be power coated

finally. The fuel tank shall be hydrostatically tested at a pressure not less than 0.35 kg/

sq.cm.g. The fuel tank shall be equipped with fuel piping and valves, Overflow pipes, vent

& sludge trap, drain valve, inspection and cleaning hole fill connection etc. The fuel tank

shall have the calibration facility. An adequate size spill tray shall have both vertical &

horizontal reinforcement with suitable size angle section.i) AMF Panel :-

The automatic mains failure control panel shall be such that to start the Diesel Pump

automatically when there is failure of main supply / Emergency supply and other main fire

pumps. The panel will have suitable rated bus bars, internal wiring,

fuses, with suitable provision for connection incoming / outgoing / outcoming loads. It will

include the following accessories.The automatic mains failure control panel shall be such that to start the Diesel pump

automatically when there is failure of main supply / Emergency supply and other main fire

pumps. The panel will have suitable rated bus bars, internal wiring, fuses, with suitable

provision for connections incoming / outgoing / outcoming loads. It will include the

following accessories.

One set main supply voltage monitor to identify low voltage complete failure and initiate

necessary signal for operation of automatic control gear.

1. No. mains supply failure timer.

1. No. restoration timer.

1. No. control unit incorporating engine start / stop and 3 impulse starting relay and failure

to start lock out.

Master switch for auto / manual. off.

1. No. counter to indicate the number of times the set started.

96 sq. mm flush mounted voltmeter with selector switch and fuses to read voltage on mains

/ load set.

96 sq. mm flush mounted ammeter with selector switch.

Relay section will comprise a set of relays for followings :

Automatic starting of the diesel pump in event of mains voltage failing / main fire pump

fails subject to interlocking as specified below a present value.

In the event of failure of diesel pump to start on failure of mains supply/ main fire pump



subject to interlocking as specified on one attempt, two more starting impulse will be

automatically given and if still the engine does not start due to some defects within 30

seconds of first starting impulse, it will get disconnected and locked out automatically and

necessary audio and visual signal given.

In the event of failure of diesel pump due to faulty starting, the main supply contractor will

get energized without any time delay on the restoration of the main supply and interlocking

shall be open to main fire pumps.

The circuitary will make use of minimum number of relays and control wiring will be

neatly provided with adequate size of copper conductor cable of suitable cross section,

voltage grading and tag numbered at either end.

Control relays both DC and AC monitor will be of sturdy construction.

One audio Alarm.

All control fuses will be so located as to be easily accessible for replacement.

Battery charger for charging batteries when set is not operating connected to the load side

so that it will get on energized from the mains.

Transformer of adequate rating

Rectifier.

D. C. Ammeter.

D. C. Voltmeter.

Charge rate selector switch for trickle or high charge.

A lamp indicating that battery is being charged.In the manual operation the diesel pump will be started by the attendants by pressing the

start push button and stopped by pressing stop push button irrespective of the conditions of

the main supply. Thus with this arrangement it will be possible to exercise routine test of

the diesel generating set on the load without interrupting the supply of essential circuit.

In the test mode of operation conditions similar to mains will be simulated by operating the

switch on the test position.EXHAUST PIPE Providing and fixing M.S class ‘C’ Diesel Engine exhaust pipe including all fittings &

support and fiber rope protection, length – 30 meters.

3.4. CONTROL PANELS3.4.1 This section covers the basic requirement of the control panels3.4.2 GENERAL

Unless otherwise specified in the tender specifications, the entire equipment shall be

suitable for operating on 415 volts, 50 cycles, earthed neutral, 3 phase, 4 wire A.C system. All components accessories, raw materials and finished parts used in the manufacture and

assembly of switch boards, powder and controls circuit wiring and earthing system shall

comply with the relevant Indian Standards amended upto date. Where Indian Standard do



not exist, British Standards specifications shall apply.The entire work shall comply with I.E rules (particular care shall be taken to ensure to

compliance with rules 41, 45, and 61).3.4.3 STANDARDS :-

The equipment and panel shall be as per CFO’s requirements. Should there be any

ambiguity or inconsistency, the Contractor should report the same to the Engineer – In-

Charge and obtain clarification before submitting his tender.All equipment, cables etc. shall be adequately rated for the switch rating to suit the climatic

condition experienced in the vicinity of installation and other similar installations.

3.4.4 PROCEDURE :Throughout all stage of work the Contractor shall maintain a close liaison with the Engineer

– In - Charge and with all other Contractor associated with the work. He shall also allow

sufficient freedom and access to other Contractors to carryout their work. Any damage

caused due to negligence on part of the contractor to the structure / works, shall be duly

compensated by him.The contractor shall submit the fabrication drawings of the Pump Panel indicating all

enclosures separately for all Pumps etc. for approval by the Engineer-In-Charge. Drawings

shall indicate cable inlets, outlets, chamber dimensions and front and side elevations. This

drawings shall take into account all fuses, contactor, switches & meters etc. 3.3.5 LABLES, CIRCUIT CHARTS AND INDEXING :

The control panel including circuit breakers, fuse / switches and isolators shall be provided

with labels suitably engraved with legible characters ( not less than 5 mm high ) indicating

the use of the equipments and its reference numbers. The Contractor shall show details of labels on his working drawings which should be

submitted to the use of the Engineer-In-Charge for approval prior to the labels being

manufactured.Labels inscribed with 6 mm minimum size lettering, red on a white background and the

words “ DANGER 415 VOLTS” in English and Hindi shall be provided and fixed

externally on terminal lids, covers and doors of bus-bar chambers, link boxes and all

equipment which is connected to more than one phase of a medium voltage supply.The control panels shall be fitted with circuit charts mounted to the inside cover. These

charts shall consist of a typed list giving the designation of each circuit and the size of the

breaker required, and shall be protected by a sheet of Perspex 2 mm thick, labels shall also

be attached to the barriers of breachers indicating the number of each individual circuit

shown on the list.3.3.6 TYPE:

The control panels shall be floor / wall mounted, free standing, totally enclosed, dust and

vermin proof construction or alternatively of compartmentalized cubicle rigid construction

type as specified in the tender specifications. In either case , the panel shall be vermin proof

and suitable for operating and maintenance personnel. The panel shall be totally enclosed 14 SWG CRCA sheets steel cubicle, indoor type, dead



front, floor mounted. The panel shall be vermin proof. The panel shall be as per IP 54

enclosure. Gaskets shall be provided between all adjacent units and beneath all covers to

render the joint dust proof. The panel shall be subjected to seven tank process and powder

coated.The panel shall be arranged in multi-tier formation. All doors and covers shall be hinged and

latched and shall be folded and braced as necessary to provide a rigid support for all

components. Joints of any kind in sheet metal shall be seam welded. All welding slag shall

be ground smooth and welding pits wiped smooth with Plumber metal.All panels and covers shall be properly fitted and secured with the frame and holes in the

panels correctly positioned. Fixing screws shall enter into holes tapped into an adequate

thickness of metal or provided with nuts. Self threading screw shall not be used in the

construction of control panels. Base channel of 75 mm x 75 mm thick shall be provided at

the bottom. Minimum clear space of 200 mm between the floor of the control panel and

bottom most unit shall be provided. In other words the bottom most unit shall be 275 mm

clear off the finished floor level.

Knockout holes of appropriate size and number shall be provided in the control panels,

distribution boards etc. in conformity with the location of incoming and outgoing conduits /

cables. All equipments such as meters and indicating lamps etc. shall be located adjacent to

the unit with which it is associated and care shall be taken to achieve a neat and symmetrical

arrangement. Facility shall be provided for termination of cables from both above and

below the panel. Where cables enter from below, cable boxes shall be fitted at the rear end arranged in tiers

to facilitate making connections to the upper and lower units. Clamps shall be provided to

support the weight of the cables. All power wiring inside the control panel shall be colour

coded.Circuit diagram showing the arrangement of circuit shall be pasted on the inside of panel

door covered with transparent Perspex sheet 2 mm thick . All labeling shall be provided in

engraved anodized aluminium / bakelite strips on the front face of the panel board. The total

height of the panel shall be limited to 2400 mm including the base channel. Doors and

covers shall be of minimum 2 mm thick sheet steel . Partitions / shrouds shall be of

minimum 1.6 mm thickness. Primer coating with two coats of highly corrosion resistant

primer shall be applied according to the seven tank process of painting. The panel shall be

powder coated finally. The diagram shall be approved by Engineer-In-Charge.

3.3.7.1 The Contactor rating is specified as 150 A, 70 A etc. This shall be suitable for the rating of

the Main Fire Pump and other Pump: Contractor shall co-ordinate and supply the total panel

suitable for the pumps offered by him.3.3.7.2 Control wiring from pressure switches of different settings in Hydrant line, Sprinkler line



Jockey Pump, Booster Pumps, for sequence of operation shall be included to complete the

system.3.3.7.3 Control code with ferrule marking shall also be made.3.3.7.4 The wiring shall be PVC insulated and PVC armored sheathed aluminium conductor copper

cable of 650 / 100 volts grade conforming to IS 1553 ( 1964 ) as required from Fire

Pump Board to motor and cable of suitable size.3.3.8 TESTING :

The panel shall be tested at manufacturer’s works and shall be got approved by Engineer-In-

Charge before dispatch to site. The panel shall be tested again at site as directed by

Engineer-In-Charge.

3.3.9 CABLES TRAYS :All cables shall be laid in factory fabricated cable trays / Ladder type saddle comprising of

hot dipped Galvanized G.I angles / channels and rungs duly painted with 2 coats of anti

corrosive primer paint and 1 coat of enamel paint. The channels and rungs shall be

perforated and shall be of minimum 3 mm thickness. Sufficient care shall be taken at the

time of fabrication for derusting before painting. Mild steel hangers shall be provided from

structural steel rods with double nuts and washers at one meter distance or welded to

suspension plate provided in the building concrete roof.

4.0 FIRE FIGHTING ACCESSORIES 4.1 Piping.4.1.1 Pipes of the following types ( depending upon the description of item ) shall be used:4.1.2 G.I. heavy duty class ‘C’ pipes conforming to IS : 1239, ISI marked ( Heavy grade ) (for

pipes of sizes 150 mm NB and below ) suitably treated on the out side to prevent soil

corrosion as per IS : 10221. Pipe shall have welded joints. All welding shall be by Arc

welding only and to be carried out by welder. All welders deployed shall possess welders

certificate. Proper documentary proof shall be produced as proof and validation for

qualifying as welders. 4.1.3 G.I pipes upto 50 mm dia shall have all fitting as per IS 1239, part II (heavy grade) while

pipes above 150 mm dia shall be as per IS: 3589 inclusive of IS marking.4.1.4 For G.I pipes upto 50 mm dia screwed jointing shall be adopted, while for pipes above 50

mm dia welded or flanged connections shall be used. Only Electro galavanized nuts/ bolts

shall be used.4.1.5 Hangers and supports shall be capable of carrying the sum total of all concurrently acting

loads. They shall be designed to provide the required supporting effects and allow pipelines

movements as necessary. All guides, anchors, braces, dampers, expansion joints and

structural steel to be attached to the building / structure, trenches etc. shall be provided by

the Contractor. Hangers and components for all piping shall be approved before fixing.4.1.6 The piping system and components shall be capable of withstanding 150 per cent of the

maximum working pressure. Pipes shall be pressure tested to hydrostatic test pressure of 14



kg /cm2. The pressure shall be maintained for a period of two hours and there shall be no

drop in pressure at the end of this period.

4.1.7 Flanged joints shall be used for connections to vessels, equipment, flanged, valves and also

suitable straight lengths of pipeline lengths of pipeline of strategic points to facilitate

erection and subsequent maintenance work.4.2 Valves 4.2.1 Gate valves / Butterfly valves will be used for isolation of flow in pipe lines. For sizes upto

40mm gate valves shall be used and they shall be of the outside screw rising spindle type

and shall be as per IS : 778. For sizes 50 mm and above butterfly valve of pressure rating

PN 16 shall be used.4.2.2 Gate valve shall be provided with a hand wheel, position indicator, bypass valve, draining

arrangement of seat valve and locking facility (as required). Gate valves shall have back

setting bush to facilitate gland renewal during full open condition.4.2.3 Non-return valves shall be cast iron wafer swing check type. An arrow mark in the direction

of flow shall be marked on the body of the valve. These valves shall conform to IS : 5312.

The flap shall be cast iron and flap seat ring of loaded gun metal.4.2.4 Valves below 50 mm size shall have to be screwed ends while those of 50 mm and higher

sizes shall have flanged connections. Drain lines will have valves for draining.4.3 Yard Hydrant 4.3.1 Yard Hydrant valve shall be as per IS : 5290 and IS marked. The valve shall be oblique type

complete with hand wheel, quick coupling connection, spring and gun metal blank cap as

per IS : 5290. The hydrant shall be tapped from the 150 / 100 dia main with elbow and

standpipe 80 mm dia at approx. 1-2 m above ground level.4.4 Internal Landing Valve. 4.4.1 The Internal landing valve shall be single headed of gun metal conforming to IS: 5290. It

shall be oblique type, complete with handwheel, quick coupling connection, spring and gun

metal blank cap.4.5 Hose Reel4.5.1. The hose reel shall be directly tapped from the riser through a 20 mm dia pipe, the drum and

the reel being firmly held against the wall by use of dash fasteners. The Hose Reel shall be

swinging type ( 180 degrees ) and the entire Drum, Reel etc. shall be as per IS : 884. The

rubber tubing shall be of approved quality and the nozzle shall be 6mm dia shut off type.

4.6 External Hose Cabinet. 4.6.1 Hose for Fire Brigade used inlet shall be housed in a Hose Cabinet of Size 1.0 M x 0.5 M

with glass and locking arrangement.4.6.2 The cabinet shall be of minimum 16 SWG MS sheet and framing of MS tubular sheet as per

drawing with center opening glazed doors (clear glass of 5.5-mm thickness). The glass shall

be firmly fixed by means of steel clips and screw. 4.6.3 The steel work shall be given primer coating, two coats of highly corrosion resistant primer,

applied according to the seven tank process of painting. The cabinet shall be powder coated



finally. The words “ Yard Hydrant” “ Hydrant” etc. shall be painted in white (or red on the

glass) in 75 mm high letters. The hose box shall be lockable type. All horizontal surfaces

shall be sloped adequately with water discharge holes. The final coat of paint shall have

stove enameled finish.4.6.4 A brick pedestal with brick wall complete with plaster shall also be constructed for

supporting the hose box if required as directed by Engineer-In-Charge. 4.7 Fire Brigade Inlet. 4.7.1 Fire Brigade Inlet connection shall be taken directly to the Riser. It shall comprise of four

instantaneous male inlet coupling with plug and steel chain. The inlet shall have a non

return valve and a sluice valve on the upto like riser. The Fire Brigade Inlet shall be

complete with necessary components like special fittings of medium quality MS bends,

flanged tees etc. The plug shall be brass.4.7.2 Fire Brigade Inlet for Tank Filling by Fire Brigade shall be four way with gun metal

instantaneous male inlet coupling connections for connection with Fire Brigade vehicle,

complete with cap, chain and plug.4.8 Pressure Gauge.4.8.1 The Pressure Gauge shall be constructed of die cast aluminium and stove enamel. It shall be

weather proof with an IP 55 enclosure. It shall be stainless steel Bourdon type Pressure

Gauge glycerin filled, with a scale range from 0 to 16 Kg / CM square and shall be

constructed as per IS: 3624.4.9 Painting. 4.9.1 All Hydrant and Sprinkler pipe shall be painted with post office red colour paint. The pipes

shall be painted with one coat of Zinc Chromate primer and two coats of enamel paint.5.0 Deleted .

6.0 Codes & Standards The following codes and standards and their subsequent modification shall be applicable.

6.1 IS 1648 - 1961 : - Code of practice for fire safety of buildings (general) firefighting

equipment and its maintenance.6.2 IS 3844 - 1966 :- Code of practice for installation of internal Fire Hydrants in Multi-storied

Buildings.6.3 IS : 554 Dimensions for pipes threads where pressure tight joints are required on the

threads. 6.4 IS : 638 Sheet rubber jointing and rubber insertion jointing.6.5 IS : 778 Copper alloy gate , globe and check valves for water work purposes.6.6 IS : 780 Sluice valves for water – works purposes ( 50 mm to 300 mm ).6.7 IS : 901 Couplings double male and double female, instantaneous pattern for fire fittings.



6.8 IS : 1239 Mild steel tubes, tubular and other wrought ( Part I & II ) steel fittings,6.9 IS : 884 Swinging type wall mounted hose reel with drum.6.10 IS : 388 Hose tubing.6.11 IS : 4038 Foot valves for water – works purposes.6.12 IS 5290 Landing valves.6.13 IS : 10221 Anti-corrosion treatments for underground MS pipes. 6.14 IS : 5312 Swing check type reflux ( non- return ) valves.6.15 IS : 636 – 1988 Fire Fighting Delivery hose.6.16 IS : 903 - 1984 : Specification for Fire Hose, Delivery Coupling, Branch pipe, Nozzles. 6.17 IS : 12469 : Pumps6.18 Rules for Automatic sprinkler installation & Tariff advisory Committee.6.19 Standards as accepted by Local Fire Brigade.6.20 Tariff advisory committees rules.

LIST OF APPROVED MAKES OR BRANDS

Unless other as mentioned any one of the approved makes or brands shall be allowed to be

used. Other specified ISI mark may be allowed to be used if approved by the Architect / Consultants.

The contractors shall distinctly understand that it will not be their prerogative to insist on a particular brand

from the list. Final selection will be done with the approval of the clients and Architects and they shall

select the brand from the given list or any other equivalent brand as per the prevailing market condition.

LIST OF ACCEPTED BRANDS & MAKES -1. Pipe TATA / Zenith/ Jindal2. Pipe fittings (50 mm dia and below) ‘R’ Brand / Unik3. Pipe wrapping IWL Tape 4. Ball Valve Giacomini / RB5. Single / Double headed Hydrant Valves, three

way Fire Brigade inlet, hose reel drum & shut

off Nozzle

NEWAGE / Shah Bhogilal(ISI) / Minimax

6. 20 mm dia rubber pipe for hose reel DUNLOP / Jyoti( ISI ) / Bharat (ISI).7. RRL Canvass Hose Fire Chef / Fire Marshall 8. Air release gun metal valve Giacomini / RB9. Starters, switches T.P.N switch Siemens / L& T / GE Power Control10. Sluice valves Kirloskar / IVC / ISI approved11. Pressure switch Indfoss / Danfoss / System Sensor12. Pressure Gauges Fiebig / H. Guru / Venus13. Enamel Panting of pipes etc. Asian (ADCOLITE ONLY) /

GoodlasNerolac / ICI 14. Paint Primer Asian / Jenson Nicholson.15. Dash Fasteners Hilti / Anchorman / Fisher16. Installation control valve HD / Tyco17. Sprinkler Heads Tyco / Viking / Eversafe18. Flow Switch System Sensor / Switzer / HD 19. Butterfly Valve ( In situ moulded) AUDCO / Intervalve20. Non Return Valve ZIP / BBVI / Advance



21. Pumps KIRLOSKAR / KSB22. Electrical Panels23. Push Button SIEMENS / L&T / GE Power24. Indicating lamps SIEMENS /L&T / TEKNIK25. Contactors , O/L relay SIEMENS/ L&T / GE Power26. Voltmeter / Ammeter AE27 Overload Relay Telemechanics28 Single Phase Preventor L & T/ Minilec29 M C C B SIEMENS/ L&T / GE Power30 CABLES C C I / I C C31 CABLE GLAND COMET32 CABLE SOCKET DOWELLS33. WELDING RODS ADVANI OERLIKON 34. Fire Extinguishers (ISI) Minimax / Safex35. Strainer Leader / Audco

36. PVC Rigid. Conduits / PVC Trunking (Casing-

n-Capping )

Polycab / Precision / Modi

37 PVC Copper wires FR/FRLS grade Havells / RR Kabel / Finiolex38 MCB ( All Poles), ELCB ( All Poles) , RCCB

(All Poles) ,

L & T / Hager / Legrand

39 MCB Distribution boards L & T / Hager / Legrand40 Ring Main Unit L & T / Siemens / Jyoti Electric41 Lifts Schindler / Kone / Otis / Omega42 ACB, MCCB (All poles) , MCCB Distribution

boards,

L & T / Hager / Legrand

43 LED Surface / Recessed type indoor fittings,

Flood light fittings & Outdoor fittings.

Wipro / Philips/ Havells

44 Ceiling Fans, Exhaust Fan , Bracket Fan, Wall

mounting Fans

Anchor / Usha / Havells

45 Wiring accessories:- modular type switches ,

sockets, ceiling rose and accessories.

Anchor / Havells / Legrand

46 LT PVC / XLPE armoured aluminum / copper

cables

RR Kabel / Finolex / Havells

47 HT Cables Ravin / Polycab / Finolex48 HT Cable Termination Raychem / M seal / 3M / Compac / Safe

kit /Grip Sea49 Lugs Dowells / Comment50 HT Switchgear L&T / Siemens /ABB51 Transformers Silverline / Kirloskar / Manisha

Enggineering52 DG SET Cummins / Cater Piller / L & T /

Sterlling / Kirloskar53 UPS Emerson / Neowatt / Hitachi54 LT Power Contractors Siemens / Legrand / ABB / L&T55 Capacitors L&T / Shreem / Subodhan / Vishay56 Street light/ High Mast Octagonal Pole Valmount / Philips / Bajaj / Crompton57 A.T.S. Havells / Standard / Havells



58 Pumps CRI / Groundfos /Kirloskar59 Solar flat plate collector Tata Solar / Recold / Sudarshan60 Panal Shree Electricals / MK Electrical Mumbai

/ Siemens / ABB61 Water Pump Crompton / CRI / Kirloskar62 DWC Pipe KPT / DE63 MDF/ Patch Panel and cable D-link / CISCA / TP-Link64 Telephone Panasonic / B-tell / Samsung65 POE Switch D-Link, Cisco, HP

66 All Box and PTZ,Bullet cameras Hikvision, CP Plus, HoneywellNote: Makes other than the above if required prior approval from Executive Engineer (Electrical),

PCNTDA

LANDSCAPE MAINTENANCE

Lawn Maintenance:

Maintenance shall consist of watering, weeding, fertilising, liming, disease and pestcontrol,aerating, protective spraying, replacement of unacceptable material and any other procedure



consistent with good horticultural practice necessary to ensure normal, vigorous and healthygrowth of all planted area.

Watering: It requires approximately 500 gallons of water for every 10 square meter everyalternate day for each application to penetrate the soil to a depth of 100 to 150 mm.Wateringshall be done by Contractor’s Water Tanker at his own cost.

All planting areas should be kept free from weeds and undesirable grasses.

Mow all grass areas at regular intervals, which will keep grass height from exceeding 60mm. Remove all grass clippings during or immediately after mowing.

Make periodic tests during the maintenance period to determine the degree of compactionexisting in all lawn area. If soil is compacted to a degree that water and air penetration isimpaired, the contractor shall aerate these areas to the satisfaction of the LandscapeArchitect.

Every lawn to be successful should be top dressed with a suitable material once a year. Feeda composite fertilizer and weed control or other high nitrogenous fertilizer at the rate of 1 to2 kg per 10 square meter and soak well into the ground. No chemical fertilizer shall be used.

Maintenance shall also include all temporary protection fences, barriers and signs and allother work incidental to proper maintenance

Replanting schedule:

1. Lawn-to be replanted in 4-5 yrs2. Hedges-to be replanted in 8 yrs3. Rose beds- to be replanted in 5-6 yrs4. Perrenial beds to be replanted in 5-6yrs5. Canna beds to be replanted in 1-2 yrs

Replacement Replacing of damaged plants, shrubs, hedges, etc. to be carried out as soon as occurred

All replacements shall be plants of the same species, variety and size as specified in theplant list. This includes replacement resulting from removal, loss or damage due to theoccupancy of the project in any part, or vandalism or acts of neglect on the part of users.

Shifting of garden feature from one place to another on need basis.

Hardscape Maintenance

Stone paving in plazas and walkways:Should be checked for damage and cracks or wear and tear due to public usage and replacedwherever necessary

Cladding or Coping of stone slabs:



Repairs in the Cladding and coping of various types of stone slabs that are used for this worklike Kota, tandur, kadappah, shahabad etc. shall be of standard quality and specified finish,All stone slabs shall be of uniform thickness, with machine-cut edges and cut to requiredsizes. Nosing for the cills functioning as seating should be checked and repaired or replacedas needed in case of chipped corners or damaged corners Stone kerbing: The shahbad stone kerbing in the jogging tracks should be checked and repaired periodicallyOn annual basis, replacement and correct alignmentof kerbs should be carried out fordamaged kerbsStone masonary in superstructure:The UCR masonary should be acid washed once every year and maintained by cleaning ,repainting of coping bands. Also maintaining the planter beds, shrubbery and flower bedsalong the UCR masonary over a period of one year.

Precast paver blocks:

Blocks used for parking areas and tracks should be maintained by cleaning on daily basis The leveling of the parking area and tracks should be checked and cracked,decolouredanddamaged blocksshould be replaced on annual basis.

ROADS

Road maintenance organisations usually work with the following framework • Routine maintenance • Periodic maintenance • Reconstructions • Emergency maintenance

Routine maintenance:Routine maintenance are all maintenance activities that have to be carried out at least onceper year, if not more frequent. Such activities include inspections, cleaningof drains,controlling of vegetations, filling of potholes and ruts, etc. . Emergency maintenance:Emergency repairs are all maintenance activities that have to carried out immediately to safelives or prevent disastrous consequences of damaged infrastructure. To carry out repairs thatmitigate immediate dangers.

Periodic maintenance & ReconstructionAll repairs that carried out less frequent are considered periodic maintenance. Periodicmaintenance includes all sorts of repairs including resurfacing, overlays, and reconstructionof pavement, base and even subbase course. Periodic maintenance intervals vary according tothe needs and may be irregular. The intervals depend to a large extend on the quality of theconstruction. Different periodic maintenance scenarios should be worked out obtain the most cost-effectiveone. They can choose for more frequent but less effective but cheap repairs, i.e. five yearintervals or to work withlarger intervals choosing rehabilitation techniques that are veryeffective but also expensive.

STORM WATER DRAINS



The purpose of the Drainage System is to rapidly collect and conduct rain and ground wateraway from the carriageway. Water can cause widespread damage to the road by weakeningthe pavement structure. The drainage system is therefore a very important component of theroad. The usual defects of open storm-water drainage systems are difficult to predict and thereforemaintenance is initiated after the failure occurs. However there are some use-based initiatedactivities.

Season ActivityBefore rains Clean culverts and drifts

Clean side and mitre drains Repair side drain erosion and scour checks

During the rains Inspect and remove obstaclesClean culvert and drifts Clean side and mitre drains Repair side drain erosion andscour checks

End of rains Repair erosion on shoulders, onback slopes and in drainsReinstate scour checks

STREET MARKINGSMarkings are usually painted lines and symbols to inform the road users about alignment ofthe road and traffic rules. The main defect is off course when the markings are no longervisible. When normal road paint is used, lines will deteriorate within one year under anycircumstances. Painted symbols usually last up to 3 years. Thermoplastic lines usually havelonger life span. Depending on the traffic intensity and the climate it may last between 5 and7 years.SIGNAGESThe most important aspect of signs is that they should be visible under most circumstances.Branches of tree grown over them should be trimmed and the vicinity of these signagesshould be free from any advertisement hoardings and banners making the signage almostinvisible.They should be immediately replaced on the correct position, in case of damageOn regular basis: Subsequently they get dirty and require cleansing on regular basis. A goodpractice would be to clean all signs, once every three years

STREET LIGHTS

After completion of project Street light should be hand over to Pimpri Chinchwad MuncipalCorporation by the contractor with the help of client. Until hand over process is in progress,contractor is responsible to maintain street light operation like Replacement of the lights should takeplace as mentioned in the LED light specification& as per PWD Red Book. Electricity bill for theperiod between final bill and handing over streetlight shall be paid by PCNDTA.

FIRE FIGHTING PUMPS AND LIFT

The contractor has to carry out the maintence of lift and fire fighting pumpsfor the period of3 years after completion.

DEVELOPMENT:



Road Maintenance Planning mast. Most metal masts have a conservation of a sink layer. It isalso possible to measure the thickness of the sink layer. If the sink coating has still athickness of 50 micrometer of more, damages can be mitigated. When the remainingthickness is less, it is no longer possible to enhance resistance against corrosion or erosion.An alternative threshold value is 5% of the total surface. Non-sink coatings are usuallyvisually inspected. When the total damage per mast is smaller than 5%, the coating can bepatched. When the damages are larger, the coating is usually replaced.Masts have to bereplaced when they are • Deformed and distract users • Contain scuffmarks that are deeper than 10% of the wallthicknessCracks in welds require immediate attention of a certified welder. Typically, a street lightmaintenance unit will inspect and carry out small repairs to the streetlights every twomonths.

(SECTION-VI) IMPLEMENTATION MANUAL AND

MAINTENANCE INTERVENTION LEVELSSECTION – VI

Operation and Maintenance Requirement(Applicable to the items executed under the contract)



Utilities Management - Providing access to agencies operating utility services, agencies

that have services provided in utility ducts & providing adequate arrangement for

undertaking such utility repairs.

Providing access to utilities operated and maintained by Contractor, as instructed by

EMPLOYER/ENGINEER during Defect Liability and Maintenance period.

Utility maintenance – This includes routine maintenance, major maintenance, periodic preventive

maintenance, disaster maintenance and inspections; of street lights, traffic signals, blinkers, water

supply lines, sewerage lines, valves, chambers, specials and misc. utilities like litter bins, drinking

water kiosks, toilets, bus stops and advt. Gantries etc.

Operation and Maintenance Stage

2.6.1. This is applicable for the entire Operations Period for the Project ROAD during the entire

Defect Liability and Maintenance Period. Various important activities to be carried out during this

stage are:

a) Regular periodic maintenance activities:

i) Deleted;

ii) Strengthening course to be provided on ‘as required’ basis.

b) Maintenance activities arising out of the specific need(s) on account of the site conditions are:

i. Strengthening course required on account of the Benkelman Beam Deflection (B.B.D). Values in

excess of the prescribed criteria obtained during regular testing as per the Contract Agreement

requirement;

ii. Wearing course required on account of the IRI values higher than the prescribed criteria

obtained during regular testing as per the Contract Agreement requirement;

iii. Localized repairs in short lengths less than 500 m on account of potholes, cracking, subsidence

in isolated spots or in scattered areas.

3.4. The Contractor shall programme inspections of the Project ROAD for its smooth operations in

terms of the Contract Agreement classified in the following categories:

• Visual Inspection• Close Inspection• Thorough Inspection and described herein under

3.5. Visual Inspection



Visual Inspections are broad general inspections carried out quickly and frequently by highway

/bridge maintenance engineers having knowledge of road structures. The purpose of this visual

inspection is to report the obstacles to traffic and fairly obvious deficiencies, which could lead to

accidents or maintenance problems. Such inspections should be frequent. The visual inspection

may be carried out by visual assessment with careful observation of the specific object/item of the

Project ROAD for identification and for quantification of the deficiencies or damages of the

Project ROAD. Hydraulic / civil / electrical engineers should carry out visual inspection of water

supply lines, drainage lines, streetlights & utilities with careful observation of specific object /

item of these works for identification and for quantification of the deficiencies or damages.

3.6. Close Inspection

The close inspection may be visual and/or supplemented by standard instrumental aids for

assessment of defects / deficiencies of Project ROAD with careful observation of specific

element(s). The close inspection may be daily / periodic but it is more intensive and would require

detailed examination of elements of the Project ROAD. It should cover all the aspects of the

specific element of Project ROAD against a checklist. The close inspections are to be carried out

quite frequently depending upon the nature of structure of Project ROAD. This inspection is to be

carried out by the Highway/Bridge Engineer having good knowledge of road structures with

theoretical background to analyze the nature, and extent of defects/deficiencies, suggest suitable

remedial measures to rectify/remedy them and quantify repair work. Hydraulic / civil / electrical

engineers should carry out close inspection at regular intervals of water supply lines, drainage

lines, streetlights & utilities with careful observation of specific object / item of these works with

theoretical background to analyze the nature, and extent of defects/deficiencies, suggest suitable

remedial measures to rectify/remedy them and quantify repair work.

3.7. Thorough Inspection

A thorough inspection is comprehensive and detailed for assessment of defects/deficiencies of the

Project ROAD by visual inspection or with aid of standard equipment and non-destructive testing

where necessary. Such an inspection is to be carried out on the basis of comprehensive checklist of

items related to the materials, condition and situation of the structure etc. The checklist is to be

prepared meticulously well in advance of inspection. The thorough inspection should be

undertaken during the most critical weather condition, which is generally rainy season in India.

During rainy season the Road/Bridge structures are under severe condition, thereby the damage

and deficiencies of the Project road are more pronounced. The inspection carried out during the

said period offer the most critical evaluation of the performance of the structure.



The thorough inspections are all the more important for Bridges, Culverts and drainage structures,

as well as road pavements during adverse weather condition of monsoon period.

Besides being a qualified Highway/Bridge engineer; the inspection team leader must be familiar

with design and construction features of the road /Bridges to be inspected so that the condition can

be properly and accurately assessed for a meaningful report and quantification of repair works.

The competence of team leader to recognise any structural distress/deficiencies and assess its

seriousness with complete recommendation for appropriate repairs is important pre-requisites for

entrusting this assignment to him.

Hydraulic / civil / electrical engineers should carry out through inspection & should be undertaken

in extreme weather conditions of water supply lines, drainage lines, streetlights & utilities with

careful observation of specific object / item of these works with theoretical background to analyze

the nature, and extent of defects/deficiencies, suggest suitable remedial measures to rectify/remedy

them and quantify repair work.

3.8. Frequency of Inspections

The inspection frequency of various items of Project ROAD has been indicated in the Table L-1

hereunder. The frequency of inspection can be suitably revised in consultation with the

ENGINEER if the emergencies so warrant.

Table L-1: Objective and Frequency of Inspection

(The objective and minimum frequency of inspections under normal circumstances shall be asunder. If some exigencies arise the interval of inspection may be reduced)

Object Item Daily Monthly Quarterly Before &afterrainy season

RidingSurface

Pavement 1 2 3Expansion joints 1 2 3

Median Kerb 1 2 3Side Slopes Shape 1 3 3

Turfing 2 3Pitching &masonry 2 3Retaining wall 2 3

Drainage&Utility/Serviceducts

Storm water drain besidemain carriageway

4 2

Storm water drain inservice road paver blocklane

4 2

Storm water drainchambers

4 2

Bridge catch basin 4 2Gullies &catch pits 4 2Utility/Service ducts 1 2 3 4

Bridges Superstructure 3 4



Substructure 3 4Head walls &aprons 3 4Painting 4Hand rail 2 3

Culverts RC Culverts 4HP Culverts 4

Guard rails Shoulders 1 3 4Medians 1 3 4

TrafficOperationFacilities

Signs 2 3Marking 1 2 3Delineator 1 2 3Lighting 1 3

OtherFacilities

Vegetation/landscaping 1 2 3Way side amenities 1 2

TrafficConditions

1 2 3

Encroachments 1 2 3Street light &trafficsignals, blinkers

1 2 3 4

Water supply 1 2 3 4Sewage 1 2 3 4Utility 1 2 3 4LEGEND

1 visual inspection

2 close inspection

3 thorough inspections

4 visual inspections during rainy season only

4.2. Maintenance Section of Maintenance Manual

The Section II Maintenance, of the Operation and Maintenance Manual, shall include the activities

described herein under amongst other activities required for the regular and preventive

maintenance of the equipment during the Operations Period, so that the Project road along with

utilities is maintained in a manner that at all times it complies with the specifications and

standards and at the time of Divestment of Rights and Interests by the Contractor in terms of

Clause 33 of this Agreement it is in sound, durable and functional condition.

4.2.1. Regular Maintenance

It consists of the routine maintenance and periodic maintenance throughout the Defect Liability

and Maintenance Period and extension thereof, if any, for all elements of the Project ROAD along

with utilities.

4.2.1.1 Routine Maintenance



The Contractor is required to perform all routine maintenance activities along the project road

along with utilities. The Routine Road Maintenance means planned ongoing works and activities

required to ensure public safety, repair small defects and to maintain the road and the entire RoW

in the required condition.

The Contractor is required to develop maintenance sheets for each component of the works. The

Contractor has to utilise mechanised equipment, method and innovative solutions and technology

to perform these obligations and include such process in the Maintenance Manuals.

All maintenance activities are to be carried out in accordance with relevant IRC Codes, Guidelines

and Special Publications as are applicable to National Highways, MORT&H specifications and

Technical circulars with all updates. In the absence of any definite provisions on any particular

issue related to the specifications and/or standards, reference may be made to the latest codes and

specifications of the Bureau of Indian Standards (BIS), AASHTO, ASTM, British Standards or

any other International Standards. But where even these are silent, the work shall conform to

sound engineering practice with the approval of the ENGINEER. The requisite Quality Control

Tests as per specifications and codes are to be carried out by the Contractor at his cost as per the

directions of the ENGINEER.

Routine Maintenance broadly includes:

(i) Maintenance of pavement, flyovers, C.D. works, under passes, utility/service ducts, water

supply system, streetlights, utilities and sewage carrying system.

(ii) Maintenance of turfed areas.

(iii) Maintenance of landscaping

(iv) Maintenance of drainage system

(v) General cleaning including CD structures

(vi) Cleaning, maintenance of buildings within Contract limits.

(vii) Maintenance of main line structures.

(viii) Maintenance of Right-of-Way fences.

(ix) Maintenance of road Accessories.

(x) Maintenance of guardrails.

(xi) Other miscellaneous responsibilities such as standby/on-call, emergency plant & equipment,

stray animal catching operations etc.

(xii) Provision of traffic and safety control devices during the routine maintenance works or any

accidents.

4.3. Periodic Maintenance of Pavement, streetlights, water supply systems, sewage, utilities



The framework of activities relating to pavement maintenance and rehabilitation in respect of

flexible and rigid pavement shall be as stated in the maintenance manual. The Contractor shall set

forth in the Operations and Maintenance Manual the detailed procedures to be followed under

each of these activities, and also choose the operational and performance criteria from the

performance standards set forth in this Schedule.

4.3.1. Pavement Riding Quality

The riding quality of the pavement shall be ensured by satisfying the minimum requirements given

herein under.

i) Surface roughness of the Project ROAD on completion of construction shall be 2000 mm/km as

measured by vehicle mounted Bump Integrator.

ii) A renewal coat of bituminous concrete shall be laid whenever roughness value reaches 2500

mm/km so as to achieve roughness value of 2000 mm / cm on vehicle mounted Bump integrator.

4.3.2. Structural Condition of the Pavement

I) The structural condition of the flexible pavement of the Project ROAD shall be assessed every

year by taking Benkelman Beam Deflections and working out characteristic deflections of

homogeneous sections of the Project ROAD as per IRC-81-1997. Wherever the characteristic

deflection exceeds 1.2 mm a bituminous overlay shall be provided appropriately designed

according to IRC-81-1997 or its latest versions or amendments to it.

II) Recycling of existing crust using milling as an option can be explored by the Contractor in

consultation with the ENGINEER to maintain the FRL at the same level throughout the Defect

Liability and Maintenance period. However, while adopting such measures, the residual strength

of existing pavement shall be estimated and equivalent thickness of new material added before

laying the designed overlay. The design of profile with altered pavement treatments shall be

finalised in consultation with ENGINEER.

III) In the case of cement concrete pavement, joints shall be thoroughly inspected every year and

the loss of sealing compounds made good.

IV) Pavement markings – The pavement markings shall be carried out at the end of every 2 years

as directed by ENGINEER / EMPLOYER/ENGINEER.

4.3.3. Preventive Maintenance

Preventive Maintenance shall include the activities related to each element and the system as a

whole of the Project ROAD including utilities to ensure that during the Defect Liability and

Maintenance Period and at its end, it is in sound, durable and functional condition.



4.3.4. Special Repairs

Damages occurring due to natural calamities like heavy floods, sand storms, hurricanes, cyclones,

and earthquakes to any element or system of the Project ROAD along with utilities shall be

rectified and the system restored to function as per programme prepared in consultation with

ENGINEER. All such activities shall fall under ‘Maintenance’ and shall form a part of the said

Maintenance Manual.

4.4. Minimum Requirements of Maintenance Activities

4.4.1. Major Breaches in the Roadway

Major breaches in the roadway of any type endanger safety of traffic and cause obstruction in

movement of vehicles. These breaches shall be repaired urgently. Steps as mentioned in O&M

manual shall be followed by the Contractor for repairing the breaches. The Contractor shall ensure

speedy restoration of traffic and take immediate action to repair the damages as permanent

measures for the Project ROAD. The restoration of traffic shall be made within 24 hours of its

occurrence. The permanent measures shall be completed within a period of one week.

4.4.2. Minor cuts, rutting or blockage

Minor cuts, rutting and damages on Project ROAD which do not completely obstruct the traffic

but endanger the safety of traffic, shall be attended to on an urgent basis. For this purpose any cut

which is in width more than 1 m shall be repaired within 24 hours. The Contractor shall remove

any minor blockage, which partially obstructs the traffic and endangers safety, immediately.

4.4.3. Deleted.

4.4.4. Deleted.

4.4.5. Drainage/Side Drains.

4.4.5.1. The Contractor must ensure that all drainage elements and structures are without any

obstructions, which may reduce their normal cross section and impede the free flow of water. They

should not have silting more than 25% of their size at any part of length.

4.4.5.2. All the Pipe and Box culverts shall have less than 10% deteriorated barrel and have more

than 90% of the diameter/size open. There should be no evidence of flooding with end protection

intact and no dip on the road over culvert indicating structural weakness.

4.4.5.3. Routine maintenance under this category shall cover pipe drainage system, slot drains,

porous drains, gullies, catch-pits, open grills, ditches, side drains & median drains etc.

4.4.5.4. If the Storm water drain beside main carriageway, Storm water drain in service road paver

block lane, Storm water drain chambers, Gullies & catch pits, Utility/Service ducts where

provided, and other drainage structures have been silted up in such a manner that it is causing



obstruction in flow of water, the same shall be cleared off regularly within 7 days after detection in

order to keep the drains free from obstructions all the time.

4.4.5.5. If the drainage system of Project road is covered and damaged, it obstructs the flow of

water causing damage to the road pavement. Such damaged structures shall be reconstructed to

required shape, size and proper slope within 21 days after detection or as instructed by

ENGINEER.

4.4.6. Cross Drainage Works & Other Structures

4.4.6.1. The Contractor shall set forth in the Operation and Maintenance Manual, the detailed

procedures to be followed for the maintenance and repairs of bridges and other structures keeping

in view IRC-SP-35: 1990`Guidelines for the Inspection and Maintenance of Bridges’ in

consultation with the ENGINEER.

4.4.6.2. The scouring of piers and abutments of bridges and culverts shall be observed carefully

particularly before and after rainy season and suitable remedial measures as deemed fit looking to

site conditions shall be taken in consultation with ENGINEER.

4.4.6.3. The bridge deck must be clean and have minimal spalls, cracks or scaling. The drains

/scuppers on the deck must be clean and functional always.

4.4.6.4. The Super-structure should not have any cracks or loss of section. There should be no

spalling and have proper vertical clearance and opening height. Paint on the super structure must

be in good shape.

4.4.6.5. The sub-structure should not have spalls, cracks and scaling. The bearing assembly should

be functional and lubricated periodically. Abutment /pier seats should be clean and sound.

4.4.6.6. The joints on the structures shall not be loose and should be sealed always.

4.4.6.7. Retaining walls should not have spalling or cracks and its weep holes must be open

always. There should be no indication of settlement or rotation.

4.4.6.8. If any settlement cracks are appearing in substructure and superstructure of the CD works

beyond permissible limits, the same shall be carefully observed and suitable remedial measures as

per sound engineering practice taken.

4.4.6.9. The treatment for the damaged culverts/bridges shall be assessed at site after ascertaining

the damaged portion as per site exigencies. The repair shall be carried out expeditiously in

consultation with ENGINEER.

4.4.7. Pavement

As part of pavement maintenance the pavement shall be treated for various distresses occurring as

described below.



4.4.7.1. Cracking

Cracking of bituminous pavements shall include all types of cracks such as hairline, alligator, and

longitudinal, transverse, shrinkage, reflective and edge cracking, linear and slippage etc. For any

50 m section of the pavement, the cracked area should not be more than 10% of the pavement

surface of that section and/or the cracked area shall not exceed 0.5 sq.m at a place. The treatment

shall be completely done within 7 days after their detection. The treatment shall be followed as

described below:

If the width of the cracks is less than 3mm and resulting into settlement of pavement up to

10 mm in depth and exceeding in area more than 0.5 sq.m. at a place, such cracking shall

be sealed by fog sealing in accordance with the MORT&H Specification 3004.

If the width of the cracks is more than 3mm and resulting into settlement of pavement up

to 10 mm in depth and exceeding in area more than 0.5 sq.m. at a place, such cracked

surface shall be repaired by slurry sealing in accordance with MORT&H Specification 516.

If the cracked portion has settled more than 10mm and its area exceeds 0.5 sqm, such areas

shall be repaired by patching as per MORT&H Specification 3004.

In case of alligator cracks, the permanent repair by full depth patching shall be carried out.

Removing the affected bituminous layer and replacing it with surface patch shall repair the

slippage cracks.

4.4.7.2. Rutting

For any 50 m section of the pavement, there shall not be ruts deeper than 10 mm and/or the length

of rutting should not be more than 5m. The treatment shall be completely done within 8 days after

their detection. The pavement surface shall be rectified/corrected as per directions laid out in IRC

82-1982 and based on sound engineering practice at such locations.

4.4.7.3. Corrugations and Shoving

If corrugations and shoving in the pavement area exceeds 1 sq. m at any place and depth / height

of corrugation / shoving exceeds 10mm, the same shall be rectified/corrected within 2 days after

its detection, as per directions laid out in IRC 82-1982 and based on sound engineering practice.

4.4.7.4. Settlement or Grade Depressions

If the settlements and grade depressions exceed 1 sqm in area and their depth is within 10mm,

such defects shall be treated within 3 days after detection as per directions laid out in IRC 82-1982

and based on sound engineering practice.

4.4.7.5. Upheaval or Swell



For any 50 m section of the pavement, there shall not be upheaval or swell that exceeds 0.5 sq. m

in area; if its height is more than 10mm, the same shall be treated within 7 days after its detection

as per as per directions laid out in IRC 82-1982 and based on sound engineering practice.

4.4.7.6. Raveling

For any 50 m section of the pavement, if the raveling of bituminous surface is not more than 3%

of the pavement surface of that section and/or the raveled area does not exceed 1 sq.m. at a place,

the same shall be rectified within 7 days after their detection by slurry seal treatment in

accordance with the MORT&H Specification.

4.4.7.7. Potholes

There shall not be any pothole on the pavement surface. Irrespective of the size and depth, the

potholes shall be repaired by patching / pothole filling in accordance with MORT&H Specification

3004. The potholes shall be repaired immediately if causing a threat to safety; other potholes shall

be repaired within 2 days after their detection.

4.4.7.8. Skid Hazards

The skid resistance of the pavement surface shall be maintained in such a way that the skid

number is a minimum of 55 when tested as per BS-812 Part 114ASTM-274. Skid hazards,

irrespective of size, shall be corrected by improving the surface drainage and skid resistance

including cleaning the surface of contamination, surface treatments or milling or resurfacing.

4.4.7.9. Bleeding or Flushing

For any 50 m section of the pavement, if the bleeding surface area is not more than 1% of the

pavement surface of that section and/or the bleeding surface area does not exceeds 0.25 sq.m. at a

place, the same shall be treated immediately within a day after its detection in accordance with

IRC:82-1982 or any other relevant guidelines in consultation with the ENGINEER.

4.4.7.10. Edge deformation/Breaking

For any 100 m section of the pavement, if the edge breaking is more than 1m and/or the width of

edge breaking is more than 0.1m at a place, the same shall be treated immediately within a day

after its detection in accordance with IRC:82-1982 or any other relevant guidelines in consultation

with the ENGINEER.

4.4.7.11. Loss of Cover Aggregate

If the loss of cover aggregate occurs in area exceeding 1 sqm of the pavement, treatment of seal

coat shall be applied.

4.4.7.12. Longitudinal / Transverse Streaking



If the longitudinal and transverse streaking appears on the pavement surface in area exceeding

5sqm, the same shall be treated by application of new surface treatment or by a second treatment

over the streak surface.

4.4.8. If any defects other than those mentioned above occur on the pavement of the Project

Highway, the same shall be rectified/corrected by the Contractor as per directions laid out in IRC

82-1982 and based on sound engineering practice.

4.4.9. The above stated minimum requirements of maintenance activities are applicable to bridges,

structures & flyovers.

4.5. Other Maintenance Activities

4.5.1. Deleted.

4.5.2. Maintenance of Electrification / Street Lighting System and safeguarded against

electrical accidents.

4.5.2.1. Maintenance of all lighting installations and related appurtenances shall be as per relevant

clauses of IS : 1944 (Part I-V) 1981.

4.5.2.2. Lighting wherever provided shall be maintained by the Contractor in a condition nearly

similar to original condition.

4.5.2.3. The faults shall be repaired instantly and lighting restored. Missing and damaged items

shall be replaced instantly.

4.5.2.4. Cleaning shall be done at regular intervals to be mentioned in the Maintenance Manual to

ensure that lighting level is not below the specified standard.

4.5.2.5. All installations shall be safeguarded against weathering, electrical accidents and ageing

effects by repainting and other preventive measures.

4.5.2.6. The servicing of stand-by power generation units and power transmission units shall be

carried out in accordance with the manufacturer’s instructions.

4.5.3. Maintenance of road Signs and Pavement Markings

4.5.3.1. All traffic signs and markings shall always be kept clean, visible and in correct alignment

and position.

4.5.3.2. Any damage to traffic signs, which reduces or threatens to reduce full and clear visibility

shall be rectified within twenty four (24) hours of its occurrence. If they are used as base for

posters, the posters shall be removed and the signs cleaned within 24 hours. Signs shall be washed

using detergent solution followed by clean water to maintain their visibility and reflectivity

unimpaired due to dust etc.



4.5.3.3. Any part of traffic signs damaged due to weathering, corrosion, vandalism or any other

cause shall be replaced by the Contractor within seven days.

4.5.3.4. Any mandatory signs including those for traffic safety, `damaged beyond repair shall be

replaced within 2 days and all other signs with similar condition shall be replaced within 3 days.

4.5.3.5. Appropriate devices for measuring the luminosity and reflectivity shall be used to check

visibility and reflectivity of signs, delineators and markings. These shall be replaced by similar

material if the reduction in the level of these two requirements falls below Permissible limits as

stated at the original level.

4.5.3.6. Pavement marking with thermo plastic paint shall be carried out soon after any

overlay/renewal coat is provided.

4.5.4. DELETED.

4.5.5. DELETED

4.5.6. DELETED

4.5.7. DELETED

4.5.8. DELETED.

4.5.9: Maintenance of water supply, drainage & utilities.

4.5.9.1. Water supply:

During inspections of project road and not limited to such inspections, when the leakage in

any of the water supply lines in ROW is detected, the same should be repaired to stop the

leakage completely and the project road riding surface made good within 8 hours of such

leakage detection. The Contractor should report EMPLOYER/ENGINEER about the same.

Using wash out arrangement atleast 2 times in calendar year as per maintenance manual

should wash all the water supply line in project road.

The leakages in service valves / Air valves are detected in project road, the same should be

repaired / replaced immediately as per maintenance manual.

As per BOQ the EMPLOYER/ENGINEER shall direct Contractor to provide water supply

connections. The Contractor as per maintenance manual shall maintain these connections.

Visual, close and periodic inspections of water supply lines shall be carried out with

frequencies stated in clause 3.8, table L-1 of this schedule.

The Contractor should replace all the air valves in water supply lines of project road at an

interval of every two years as stated in maintenance manual.

The Contractor should hand over two sets of spindles, needles of each sluice valve in

project road to EMPLOYER/ENGINEER at the end of the 5th year of DLP.



In the event of Contractor failing to act as stated above EMPLOYER/ENGINEER will

recover the damages as per clause of the agreement.

4.5.9.2. Drainage:

During inspections of project road and not limited to such inspections, when the leakage in

any of the sewage carrying line in ROW is detected, the same should be repaired to stop

the leakage completely and the project road riding surface made good within 8 hours of

such leakage detection. The Contractor should report EMPLOYER/ENGINEER about the

same.

Using wash out arrangement atleast 2 times in calendar year as per maintenance manual

should wash all the sewage carrying line in project road.

The leakages in sluice valves / Air valves of pumping when detected in project road, the

same should be repaired / replaced immediately as per maintenance manual.

Visual, close and periodic inspections of sewage carrying line shall be carried out with

frequencies stated in clause 3.8, table L-1 of this schedule.

In the event of sewage carrying line in project road gets chocked and free flow of sewage

is obstructed, the Contractor shall make good the same so as to function efficiently as

directed by ENGINEER / EMPLOYER within 24 hours of such detection. In case the

Contractor requires some special machinery, available with EMPLOYER/ENGINEER, the

same shall be deployed to remove the obstruction. EMPLOYER/ENGINEER shall recover

the hire charges for such machinery as per BOQ.

In the event of Contractor failing to act as stated above EMPLOYER/ ENGINEER will

recover the damages as stated in the contract..

4.5.9.3. Streetlight, blinkers:

As described in schedule ‘L’ the Contractor will have to carry out rectification of defects

within specified time to maintain highest level of performance of service.

After period of every two years the Contractor should paint the tubular poles, other still parts asdirected by EMPLOYER/ENGINEER.

Every time notice of maintenance is given, the Contractor shall correct the notified maintenanceactivity at his own cost within the length of time specified by the Engineer’s notice. If thecontractor is in default the Engineer shall cause the same to be made good by other workmen andmaterial and deduct the expense from any sums that may be due to the contractor

IMPLEMENTATION MANUAL AND MAINTENANCE INTERVENTION LEVEL

Introduction



Maintenance & Rehabilitation work of highway through one agency is the work of typicalnature, which shall continue up to the expiry of base period specified in the contract.These works need attention, efficiency, continuous monitoring and responsivemanagement, implementation manual spells detailed guide lines for implementing themaintenance contract programme successfully, defining the various activities to beaccomplished by the Employer and Contractor.

This package includes routine, periodic recurrent and urgent maintenance activities torepair highway surface, shoulders, road side, drainage facilities, CD work, signs, markingand inspection facilities. The works of different nature at scattered locations withinspecified time frame need to be performed confirming to specifications and standards inorder to keep carriageway in perfect conditions.

Maintenance Procedures

The complete maintenance programme shall be spread over the initial base period ofthree months. There are eight significant procedural areas:

Maintenance Programme Planning Resource Estimation Identification of Priorities Work Scheduling Work Management Work Control and Quality Assurance Deleted. Records & Documentation

Maintenance Programme Planning

The maintenance programme planning shall be in two stage

First Stage: Within 28 days of issuance of Letter of Commencement by the Employer.Contractor & Engineer shall identify the activities of Routine Maintenance, whichshall have to be taken up immediately who check the further deterioration of pavedand unpaved surface of carriageway separately. To identify these activities formalfield inspection shall be carried out by technical staff of Contractor & Engineer. Amanagement meeting shall then be called within 7 (seven) days of inspection toscrutinize the identified works and then these works shall be quantified. Engineershall then issue indent to contractor for execution of these works specifying quantity tobe executed at different locations, amount of works calculated on the bases of the unitrates quoted by contractor and date of completion. This part of work shall certainly becommenced not later then stipulated date of commencement.

Finalisation of yearly maintenance programme: This activity shall begin with thestipulated date of commencement. The various steps proposed to be taken under thisactivities are as under :

to carryout present state inspection of entire stretch of Highway by Contractor &Engineer.

To identify defects as per various available engineering characteristics of road &measurement of all defects in each sub-section (length of subsection shall be 200 m)



based on representative measurements for 25 m length in each sub section. The extentof defects shall be recorded in forms finalised in consultation with NHAI for pavedroad, unpaved road and structure / furniture. All Defects with its extent shall assessedin term of length & area of the sub section, mentioning chainage (locations) in order tohave exact estimate of work.

A comprehensive documentation shall be prepared separately by Engineer andContractor mentioning their assessment of various types of defects in each km of road.

Management meetings shall be called within 15 days of inspection to finalise and thento quantity the defects after comparison of measured condition of road andmaintenance intervention levels set out at Section VII in this volume on commonlyacceptable basis. This shall be followed by identification of particular maintenancework proposed to be carried out at site to make good the defects noted above, out ofvarious alternatives available in BOQ.

Resource Estimation

The Engineer shall workout the yearly requirement of funds based on unit prices ratesquoted by Contractor and quantities of various items proposed to be executed. A tentativeprogramme shall be drawn on the basis of resources available with the contractor atdifferent times of maintenance period including available establishment, equipment andlabour availability with him. Cash flow available with the contractor shall also be basicinput to determine proposed maintenance programme.

Identification of Priorities

The Engineer shall work out order of priority, judiciously in order that jobs that have thestronger claim or resources placed at the heads of the list and those having least claim areplaced at the end.

The maintenance activities by order of importance shall be reckoned in the following orderor as deemed proper to Engineer:

Urgent Works: Emergency repairs, removal of road blockade, repair to road breach,removal of accidental vehicles and dead animals, immediate repairs to CD works.

Recurrent Works: Blading and grading of unpaved surface, spot gravelling of unpavedsurfaces, clearing of drains before rains, patch repair local sealing and repair to potholes.

Periodic Works: Re-gravelling shoulders, major repair to defective carriageway, roadsurface markings resealing and repair to CD works.

Other Periodic Works: Laying overlays and reconstruction

The activities mentioned under Routine Maintenance shall be carried out oncontinuous basis as does not fall in order of priority.

Seasonal variation in the year shall also be influencing factor to decide order ofpriority of maintenance works.

Work Scheduling

The maintenance and rehabilitation work of road is of unpredictable nature so quantitiesshown against each item or work are only representative. It is expected that they would be



consumed during the entire base period of works but employer would not be responsible topay nay compensation etc. in case there is variation to any extent in quantity of actualexecution of particular item of work with respect to representative quantity shown in BOQfor that particular work.

Scrutinised work proposals shall be negotiated by the Engineer with Contractor forquantity and time to complete that particular activities and accordingly they shall beclassified to two groups:

Group – I: Works of short duration of completion (up to 2 months)Group – II: Works of larger duration of Completion (more then 2 months)

For works under Group I quarterly indents shall be issued and for works classified underGroup 2 bi-yearly indents shall be issued by the Engineer. These indents shall mean toidentify, quantity the various works which contractor is expected to execute on this unitrates quoted by him at specified locations within the time period assigned in the indents.Each indent shall be treated as part of the work for which contractor has submitted Bids.The terms & conditions applicable in bid document shall also be applicable to theseindented works.

In case of urgency requiring immediate actions to remove road blockade to constructtemporary bypass or urgent preventive measures to reduce extent of expected damages orto make precautionary arrangements to handle emergencies. Engineer shall issue interimindents for such works / arrangements to be complied with by the contractor in responsiblemanner without loss of time.

The price of any such work which are not covered with items mentioned in priced bid, therates and prices in the contract shall be used as the basis for valuation of reasonable rates,failing which after due consultation by the Engineer with the Employer and the Contractor;suitable rates or prices shall be agreed upon between the Engineer and the Contractor.

Work Management

The success of Contract maintenance system lies with good work management. Thecontractor shall draw activities which shall be accomplished by in house crew and portionof the work to be accomplished with sub contractors.

For execution of maintenance works at scattered locations contractor should adopt conceptof “MOBILE MAINTENANCE UNITS”. The basic ingredients of “MOBILEMAINTENANCE UNITS” have been explained at Annexure-A. For execution of maintenance works the list of equipment at Annexure – B is

required to be deployed. The system of quarterly reports such as budget reports, resources utilisation report, quality

control and status of base maintenance programme (planned versus actual) has to begenerated in order to evaluate working of contract maintenance system and to work outupgradation / modification required in the programme. The modification to finalisedmaintenance programme can be made with mutual consent of both the contractor andengineer to derive best results. The contractor can also consider to introduce walkie talkie system on the

Highway for better and efficient management of site.

6.8 Work Control & Quality Assurance



6.8.1 The Engineer shall adopt random sampling procedures to ensure qualitycontrol. Engineer shall carry out in process inspections and end product inspections to collectsamples and shall carry out testing in order to determine the degree of adherence to themaintenance standards of delivered or constructed material. Any testing / checking of works byEngineer shall not absolve the contractor from his responsibility to execute works strictly inaccordance of MOST / IRC / IS specifications or laid down standards in bid document.

A quality control laboratory equipped with all instruments required to performtests as indicated in MOST / IRC / IS specifications at frequency mentioned therein shall have tobe provided by the contractor. Contractor shall ensure that testing of all material delivered orconstructed is regularly carried out by his filed staff as per standard norms and results of thesetests are recorded in specified manner and made available to Engineer whenever required by him.The contractor shall provide the QC laboratory, as incidental to work and no separate paymentshall be made for this item. The QC lab shall also be made available to Engineer for conductingtests of his own.

In process inspections shall be carried out by the Engineer to witness and / orto verify the quality / quantity of work, when activity is in process with aim to judge justificationof payment. Engineer shall carry out end product inspections after completion of the activity toprovide satisfactory evidence about acceptability of the contractors work.

The results of in process inspections, end product inspections and qualitycontrol tests shall form basis of acceptance of completed works and issuance of non –conformance Report. Items of Works or unit of material or the end product do not meet thespecifications / standards shall be identified by “Non-Conformance-Report” and can become basisof rejection of work on establishing the authorised disposition.

Non Conformance Report: No defective or uncompleted work shall be paid. Such workshall also be notified to the Contractor within 10 days of submission of bill through non-conformance report (NCR). The NCR shall clearly identify the item of work that is non –conforming either to specification or to a specific require3ment in the contract document.

Once NCR is identified, it shall be evaluated and of the dispositions would be established.

a. “Do” Identifies the work which has not been done at all at site within specifiedtime limit. An NCR issued with “Do” disposition for the work shouldimmediately be undertaken by contractor.

b. “Re-Do” Identified the work, that is non conforming of all quality aspects. Suchworks be totally removed & redone.

c. “Re-work” Requires part of particular item identified in this category be reworked tobring it to the quality required.

d. “Use-as-is” Applied where Engineer accepts work “as-is” not withstanding the fact thatit does not exactly conform to the contract requirements. This work shall beaccepted only for agreed reduced rates with respect to unit rates quoted infinancial bid by the contractor otherwise shall be re-classified underdisposition “Do” or “Re-Do”.



Payment Procedures – Deleted

6.9.1 Rate – Deleted.

Records & Documentation

The results of all inspection shall be documented. The test results containingdocumentary evidence of activities and data relevant to the quality of work andperformances of the contractor shall also be documented. The field dairy to be filled bySite Engineer of Contractor shall be a basic form of documentation. The activities tobe entered in daily dairy are

The description of day’s activities, number and type of crew on job, equipment on jobweather and temperature

Any measurement made to determine pay quantities Daily summary of material issued in the job A record of significant conversations with and direction given to the contractor A record of bottlenecks with the progress or execution of the work A record of material testing in lab Details of visit by officials

6.10.2 The Contractor shall carryout road roughness measurement as directed by Engineer for theentire stretch at the end of the pavement maintenance and shall submit the complete recordto NHAI. There shall not be any separate payment on account of this. The paymentpertaining to the shall deem to be included in the items of works.

ADDITIONAL MAINTENANCE STANDARDS

Maintenance standard for cleaning, clearing and repairing roadside lined drains

Scope

The work shall consist of removing material and repairing roadside drains to beingthem to original shape/drainage capacity.

Disposal of sediments, extraneous debris or vegetation growth, blocking flow.

Methods, Tools and Equipment

Safety devices and signs shall be placed as per MOST clause no.112 The drain is graded and shaped manually. The debris, sediments, vegetation

growth and excess material shall be excavated. The excavated material shall bedisposal off as directed by Engineer-in-charge with all leads and lifts.

The drain slopes and sides shall be dressed up to original flow line and crosssection.

The damages to the masonry/plaster/pointing/coping/flooring shall be carried out tomatch with the original work.

Repaired work shall be properly cured by continuous dampening.



Measurements for Payment – Deleted.

Rate – Deleted.

Maintenance standard for cleaning, clearing, deepening and reshaping of roadsideunlined drains

Scope

The work shall consist of cleaning, clearing deepening and reshaping of roadsideunlined drains and making shallow lateral drains on shoulders to drain out the rainwater/surface water effectively from bituminous surface as well as from roadsideberms.

Methods, Tools and Equipment

Safety devices and signs shall be placed in accordance to MOST clause no.112 The unlined drains should be cleaned and cleared off the deposition of sediments,

extraneous debris or vegetation blocking free flow in the drain. This work may becarried out manually.

In case any erosion is noticed then these drains should be deepened/widened inproper slope as directed by Engineer in-charge.

For draining out the standing water from road edges and unpaved shoulders, theshallow lateral drains at regular intervals shall be made manually as and whenrequired.

The drain slope and sides are neatly dressed up to required flow line and crosssection.

The excess excavated material should be well dressed, watered and compacted innearby area or transported away from the site with all leads and lifts, as directed bythe Engineer in-charge.


5.5.2.4 Rate – Deleted.

Maintenance standard for routine maintenance of road signs and delineators

Scope The work shall consist of the washing of signs, delineators, removal of posters etc. on

a regular maintenance cycle and repair to supporting structures with repainting.

Methods, Tools & Equipment



The road signs and delineators should be thoroughly washed using ad detergentsolution followed by a lean rinse and whole face of the sign shall be dried.

Defects in supporting structures like bullet holes, surface marks or bent posts shallbe repaired with appropriate tools.

Damaged area shall be cleaned and loose/flaking paint shall be removed. Bulletholes shall be filled with filler and supporting structures shall be painted with firstquality enamel paint in two or more coats.


Rate – Deleted.

Maintenance standard for replacing road signs, delineators mounted on singlepost/more than one post

5.5.4.1 Scope

The work shall consist of replacement of damaged signboards/delineators due toaccident or worn out due to age and weathering.

Replacement of missing signboards and major repairs especially to sign faces.

5.5.4.2 Methods, Tools & Equipment

i New signboards/delineators in lieu of badly damaged/missing ones shall beprovided conforming to MOST specification clause 801 to perform the functionand convey message that was originally required.

For major repairs following sequence shall be carried out :

Beat any holes and indentations flat with a hammer and dolly Clean the damaged area and remove any loose or flaking sheeting, paint or other

surface material Fill the holes and indentations with polyster body filler and access material shall be

strike off to flush with sign face. Patch the whole of the affected area with existing surface material as required viz.

Pressure sensitive, reflective sheeting, paint etc. Restore the legend by black screening or reflective sheeting of correct class cut to

shape.

5.5.4.3 Measurements for Payment – Deleted

5.5.4.4 Rate – Deleted



Maintenance standard for treatment of bleeding bituminous surface

5.5.5.1 Scope

The work shall consist of spreading pre-heated 5.6 mm size stone aggregates overbleeding area of bituminous pavement & rolled properly.

5.5.5.2 Materials

The stone chipping shall conform to MOST clause 504.2.2.1 and shall also conform tothe quality requirements table 500-3 of the MOST specifications.


i The surface identified for treatment shall be clearly markedii Safety devices and signs are placed as per MOST clause no.112 in the working

zoneiii The surface shall be swept clean, free from dust and shall be dry iv The 5.6 mm size stone aggregates shall be pre-heated to the temperature of 1550

-1630 C and shall be spread over area @ 5 kg/sqm uniformly. The surface shall bebroomed to ensure uniform spread of the chippings.

v Immediately after the application of chippings entire surface shall be rolledproperly and excess chippings if any, shall be broomed off immediately beforeopening the traffic.



Maintenance standard for treatment of closely spread cracks at scattered locations byslurry sealing

Scope

The work shall consist of applying mixture of emulsified bitumen, well graded fineaggregates and water to seal closely spread cracks at scattered locations

Materials

Emulsified Bitumen: The emulsified bitumen shall be a cationic rapid setting typeconforming to the requirements as per IS 8887. If approved by engineer, a slowsetting type emulsion may be used.

Aggregates: The fine aggregates shall be clean, sharp, naturally occurring sand, freefrom silt clay and other organic materials conforming to grading as given in Table500.33 of MOST specifications.

Methods, Tools & Equipment



i The area having closely spread cracks shall be clearly markedii Safety devices and signs are placed as per MOST clause no.112 in the working

zoneiii The surface shall be swept clean of dirt, dust and loose materials iv if required, a tack coat shall be applied @ 0.15 ltrs/sqm with hand sprayerv Slurry shall be prepared by mixing emulsified bitumen 6.0 ltrs. With sand 20 ltrs.

and water of such consistencies as can be satisfactorily laid. It shall be a semi-fluidhomogeneous mass with no emulsion runoff.

vi Prepared slurry shall be spread in even thickness, at a rate such that it covers thearea to be treated in thickness of 5mm

vii The entire surface shall be rolled properly after slurry has set sufficiently to ensurethat rutting or excessive movement will not occur.

viii Traffic shall be opened on the surface when mixture has cured sufficiently



Maintenance standard for treatment of rutted bituminous surface

5.5.7.1 Scope

The work shall consist of application premixed bituminous material to rutted surface

to bring it in level with the adjoining area and compacting the same in layers, when

depression is 25 mm or more

5.5.7.2 Materials

Bituminous Material: The bituminous shall be straight run bitumen of a suitablegrade conforming to IS 73. The actual grade of bitumen to be used shall be decidedby the Engineer in-charge.

Aggregates: The aggregates should conform to requirements as per MOST clause5.11.1.2.2


i The boundary of the area to be leveled shall shall be marked using a string line andcrayon

ii Safety devices and signs are placed as per MOST clause no.112 in the working zoneiii The surface shall be swept clean of dirt, dust and loose materials iv Bituminous tack coat on the area shall be applied conforming to MOST specification

cl.503 using bitumen @ 3 kg / 10 sqm area v Bituminous profile corrective course conforming to MOST Clause no.512 shall be

laid in layers not more than 25 mm thickness in multiple lifts in such a way that lift



of shortest length should be provided first with successive lifts extending over andfully covering underneath layer.

vi Each layer shall be compacted using a roller / compactor vii Surface should be sealed as directed by Engineer viii Any loose material left around the area shall be broomed offix Traffic shall be opened on the surface after it has cured sufficiently



5.5.8 Maintenance standard for treatment for bituminous hungry /stripped bituminoussurface

5.5.8.1 Scope

The work shall consist of application of liquid bituminous material (straight – run,cutback or emulsion) followed by cover of stone chippings & rolled properly

5.5.8.2 Materials

Bituminous Material: The bituminous material may be straight run bitumen of asuitable grade conforming to IS 73 or emulsified bitumen rapid setting typeconforming to IS 8887 or cutback bitumen as approved by Engineer in-charge.

Stone Chippings: The stone chippings shall conform to MOST clause no.504.2.2.1 andshall also conform to the quality requirements of Table 500-3 of MOST specifications.The size of stone chippings may be 5.6 mm – 11.2 mm (nominal size) as decided byEngineer in-charge.


i The area to be treated shall be clearly markedii Safety devices and signs are placed as per MOST clause no.112 in the working zoneiii The surface shall be swept clean of dirt, dust and loose materials iv Bituminous material at proper temperature shall be spread on prepared surface

uniformly over the area with hand sprayer @ 0.15 kg/sqm. v Immediately after the application of bituminous material, stone chipping of correct size

shall be spread uniformly on the surface @ 0.15 cum/10 sqm vi The aggregates shall be rolled with the help of roller / hand rammers as directed by

Engineer in-charge vii The excess aggregate from the area shall be broomed off neatly. viii Traffic shall be opened on the surface after it has cured sufficiently



5.5.9. Maintenance standard for treatment & repair of potholes



5.5.9.1 Scope

The work shall consist of repair to shallow potholes (depth < 75 mm) with

premixed bituminous material conforming to MOST clause 504 and repair to deep

potholes (depth > 75 mm) with BUSG conforming to MSOT clause 506, covered

with bituminous material conforming to MOST clause 504 properly compacted to

the requirements of these specifications.

5.5.9.2 Materials

Bituminous Material: The bituminous shall be straight run bitumen of a suitable gradeconforming to IS 73. The actual grade of bitumen to be used shall be decided by theEngineer in-charge.

Aggregates: The aggregates should conform to requirements as per MOST clause 504.2.2 5.5.9.3 Methods, Tools & Equipment

i The boundary of the pothole to be repaired shall be marked using a string line andcrayon

ii Affected area shall be cut in regular section, shape and to depth not less than 25mm, either with jack hammer or hand tools like chisel, pick axes etc. The ageshall be cut vertically down up to the level where the lower layer is suitablewithout any loose material.

iii Safety devices and signs are placed as per MOST clause no.112 in the working

zone iv The surface shall be swept clean of dirt, dust and loose materials. Water and soft

material must be removed from the affected area using gunny / jute bags. v Bituminous tack coat on the area and vertical surfaces shall be applied

conforming to MOST specification clause 503 using bitumen @ 3 kg / 10 sqmarea

vi (a) Shallow Potholes (depth < 75 mm)

The excavation shall be filled up with bituminous material conforming to MOSTclause no.504 laid in layers not exceeding 50 mm each well compacted withplated compactor / road roller.

(b) Deep Potholes (depth > 75 mm)

The excavation shall be firstly filled up with BUSG conforming to MOST clauseno.506 in a layer/layers each not exceeding 75 mm thickness, duly compacted upto 25 mm below the existing road surface. The top 25 mm shall be filled up with



bituminous material conforming to MOST clause 504 well compacted using platecompactor / road roller.

vii Surface should be sealed as directed by Engineer

viii Any loose material left around the area shall be broomed off

ix The finished surface shall be checked for level with straight edge in case of edgebreaking and patching for pothole shall be checked in both directions

x Traffic shall be opened on the surface after it has cured sufficiently



ANNEXURE - A

MOBILE MAINTENANCE UNIT

1 Introduction

For improvement of efficiency, the system of Mobile Road Gangs has been found verymuch cost effective in long runs.

2 Requirement



The bidder shall make necessary arrangements like at least one such unit will be required.

3 Typical features of Mobile Maintenance Unit not limited to following

3.1 Tolls & Plant Mini Hot Mix Plant Light Commercial Vehicle (LCV) Air compressor Bitumen boiler Mechanical sprayer Walk behind roller Plat compactor Pneumatic tools Grass cutter Wheel barrows

Labour and Skilled Operators

Skilled operators Driver Operator Mini Plant Mechanic Operator (walk behind roller)

Semi Skilled / Unskilled labour Mate / Incharge Labour for feeding Labour bitumen boiler Labour pneumatic tools and sweeping Labour for grass cutting, embankment correction mix unloading and spreading Painter

ANNEXURE - B

EQUIPMENT TO BE DEPLOYED AT SITE – as stated in contract data

MAINTENANCE INTERVENTION LEVELS(Applicable to items executed under this contract)

Following criteria shall be adopted by the Engineer while indenting the works.

Sl.No.

Defects Criteria /Extent (% of

Treatment / Action Type ofmaintenan



sub sectionlength)

ce

1 Shoulder &Slopes1.1 Vegetation growth on

shoulders &side slopesAny kind Vegetation growth

be removedRoutine

1.2 Trees a. All kind Trim and removedead / diseasedbranches

Routine

b. Fallen treeson carriageway

Removeimmediately

Urgent

1.3 Deformation or scour a. Upto 50 Fill &Compact Routineb. More than50

Reconstruction Recurrent /Urgent

1.4 Disturbed stone pitching a. Upto 30b. More than30

2 Side drains2.1 Kuccha drains silted / too

shallowAny extent Clean & repair Routine

2.2 Standing water onshoulders / drains

Any Realign to correctgradient and makeshallow lateraldrains

Routine

2.3 Silting in pucca sidedrains

Any extent Clean out Routine

2.4 Damages or scouring ofpucca drains

Any extent Repair andreconstruct toadequate size andshape

Routine

3 CD Works Repair Periodic3.1 Silted or blocked openings Any extent Di-silting / cleaning Routine 3.2 Erosion / Scour in

upstream / down streamAny extent Repair / fill the

bouldersPeriodic

3.3 Pot holes erosion in pavedsurface floor

Any extent Repair withconcreting

Periodic

3.4 Damaged crash barriers Any Reconstruct Recurring /Urgent

3.5 Vegetation growth atinlet / outlet &nearparapets

Any Remove & Clear Routine

3.6 Damaged masonry inparapets / substructure /superstructure

Any extent Repair to matchwith existing &report to theEngineer

Recurrent

3.7 Painting exposed surfacesof bridge railings, kerbstones, parapets

Any Repaint / Whitewash

Periodic

3.8 Cracks in structure Any Repair and report to Recurrent /



the Engineer Urgent3.9 Leached, honey combed,

spalled concrete surface,&exposed reinforcement

a. Upto 20 Repair with epoxymortar or injectedconcreting

Urgent

b. More than 20 Reconstruct Urgent / Special alters

3.10 Checking of expansionjoints

Any Check &repair Periodic

3.11 Maintenance of bearings Any (In casereplacement ofbearings isrequired, thenspecific reportto be given tothe Engineer)

Check &carryordinarymaintenance

Periodic

4 Road Furniture4.1 Dirty road signs /

delineatorsAny Wash &clean Routine

4.2 Damaged / corroded roadsigns and delineators

Any Repair, repaint orreplace

Periodic

4.3 Missing road signs Any Replace Routine4.4 Damaged / missing

median kerbs, boundarypillars, 200 m stone,ordinary km stone &5thkmstones

Any Replace Periodic

4.5 Painting &printing letterson road signs, km stones,40 m stone, 5thkm stones

Any Repaint &print tomatch with existing

Periodic

4.6 Safety barriers, fencing Any Repair &repaint Periodic4.7 Pavement markings a. Upto 30 Recurring

b. More than 30 Periodic5 Road side safety /

Miscellaneous5.1 Dead animals Any Remove and burry Recurrent /

Urgent5.2 Broken down / accidental

vehicleAny Inform traffic police

and removeRecurrent / Urgent

5.3 Road blockade Any Inform trafficpolice, removedblockage if reqd.constructiontemporary diversion

Recurrent / Urgent

6 Carriageway &Crust6.1 Stripping a. <25 Local sealing Routine

b. >25 IInd coat surfacedressing

Periodic



6.2 Rutting a. depth of ruts<50 mm i. Crack <10 Seal the crack with

slurry Routine

ii. crack >10 Surface dressing&fill ruts withbituminous mix

Recurrent

b. depth of ruts>50 mm i. Crack <10 Seal the cracks with

slurry and fill rutswith bituminousmix

Routine

ii. crack >10 Surface coat surfacedressing overcracked area to befollowed by overlay

Periodic / Special attention

6.3 Pot holes a. <20 Patch repair to potholes

Recurrent

b. >20 Patch repair to potholes &checkdressing of crust forstrengthening ifreqd.

Recurrent / Special Attention

6.4 Bleeding a. <25 Spread and roll over6 mm size heatedaggregates

Routine

b. >25 Apply surfacedressing

Periodic

6.5 Cracks a. <25 Local sealing ofcracks

Routine

b. >25 Local sealingfollowed byrenewal

Periodic

6.6 Hungry surface Any Apply, slurry seal orfog seal

Recurrent

6.7 Corrugations ------ Cutting of highspots and filling oflow spots withexisting surfacingmaterial and sealthe surface

Recurrent

6.8 Shoving ------ Remove thematerial upto firmbase and relaystable mix

Recurrent

6.9 Shallow depressions ------ Repair thedepression with

Recurrent



pre-mixed material6.10 Settlements &upheaval a. <20 Remove the weak /

defective fill uptobase &redo.

Recurrent

b. >20 i. Remove the wark/ defective fill uptobase &redoii. Strengthen thecrust by providingadditional layers

Periodic

6.11 Edge breaking &edgesteps

a. <25 Cut affected areaand patch repair toroad edge; withreqpir to unpavedshoulders also

Recurrent

b. >25 Reconstructshoulders and repairto carriageway edgealso

Periodic

6.12 Paver BlocksSettlement andbreakage

Reconstruct Periodic

Quality Assurance Plan For Road Works

MATERIAL – TABLE NO. 1

Item Tests to bePerformed

Method ofTest

Reference

Document

PermissibleLimit

Frequency

Agency RemarksCONTRACTOR

PMC

PCNTDA



AGGREGATE :

COURSE AGGREGATE:Gradation requirement are stated in individual items

1) Los Angles abrasion value

2) Impact value

3) Deletrious constituents

Lab test

Lab test

Lab test

IS:2386(part 4)-1963

IS:2386(part 4) –1963

IS:2386(part 2)-1963

1) Concrete = 35%2) AC 40%3) DBM 40%4) LBM / BM 40%5) WMM 40%6) WBM 40%7) GSB = 40%


1) Concrete=0.50% of SO 32) AC - Nil3) DBM - Nil4) LBM / BM - Nil 5) WMM - Nil6) WBM - Nil7) GSB - Nil

1 per source per work1 per 50 Cum.1 per 100Cum.1 per 150Cum.1 per 200Cum.1 per 200Cum.1 per 200Cum.

1 per source per work1 per 50 Cum.1 per 150Cum.1 per 200Cum.1 per 250Cum.1 per 250Cum.1 per 250Cum.

1 per source per workNilNilNilNilNilNilNil

-------

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-

RRRRRRR

RRRRRRR

R

AAAAAAA

AAAAAAA

A

Aggregatesourceapprovalbeforecommencement ofwork shallbe carriedout asdirectedbyPCNTDAengineerincharge

R-Review, W-Witness, A – Acceptance






Methodof Test

ReferenceDocument

PermissibleLimit

Frequency Agency Remarks

CON

PMC

PCNTDA

COURSE AGGREGATEGradationrequirement arestated inindividual items

4) Chloridecontent in aggregate.

5) Soundness in sodium sulphate.

6) Water

7) Alkaline

Lab test

Lab test

Lab test

Lab test

BIS:812(PART 17)

IS:2386(part 5) – 196

IS:2386(part 3)-196

IS:2386(part 7)-

1) Concrete = 0.065%2) AC - Nil3) DBM - Nil4) LBM / BM - Nil5) WMM - Nil6) WBM - Nil7) GSB = - Nil


1) Concrete=2% 2) AC – 1%3) DBM – 2%4) LBM / BM – 2% 5) WMM – 2%6) WBM – 2%7) GSB - 2%

1 per source per workNilNilNilNilNilNilNil.

1 per source per work1 per source per work1 per source per work1 per source per work1 per source per work1 per source per work1 per source per work

As directedby1 per 50 Cum.1 per 75 Cum.1 per 100 Cum.

-

-------

-------

-

R

RRRRRR

RRRRRRR

R

A

AAAAAA

AAAAAAA

A



1) Concrete = Non 2) AC – Nil3) DBM – Nil4) LBM / BM – Nil5) WMM – Nil6) WBM – Nil7) GSB - Nil

1 per 200 Cum.1 per 200 Cum.1 per 200 Cum.

1 per source per workNilNilNilNilNilNilNil



Item Tests tobe

Performed

Method ofTest

Reference

Document

PermissibleLimit

Frequency

Agency RemarksCON

PMC

PCNTDA

COURSE AGGREGATEGradationrequirement arestated inindividual items

8) Flakiness &Elongation Index (Total)

9) Coating&stripping

10) Stone Polish valuer

Lab test

Lab test

Lab test

IS:2386(part 1) - 196

IS:8241 – 1971

BIS:812(part

1) Concrete = 30%2) AC – 30%3) DBM - 30%4) LBM / BM - 30%5) WMM - 30%6) WBM - 30%7) GSB = - 30%

1) Concrete = Nil2) AC Min 95%retained3) DBM-Min95%retained4) LBM / Min 95%retained5) WMM

1 per 100Cum.1 per 50 Cum.1 per 75 Cum.1 per 100Cum.1 per 200Cum.1 per 200Cum.1 per 200Cum.

Nil1 per 50 Cum.

1 per 50 Cum.

1 per 50 Cum.

--------

-

-

-

---

RRRRRRR

R

RRRR

RRR

AAAAAAA

A

AAAA

AAA



114) -Nil6) WBM - Nil7) GSB = - Nil

1) Concrete=Nil2) AC – 55%3) DBM – 55%4) LBM / BM – 55% 5) WMM – Nil6) WBM – Nil7) GSB - Nil

NilNilNil

Nil1 per source per work1 per source per work1 per source per work

NilNilNil



MATERIAL – TABLE NO. 2Item Tests to

bePerform

ed

Method ofTest

Reference

Document

PermissibleLimit

Frequency

Agency RemarksCON

PMC PCNTDA

FINE AGGREGATE/SANDGradationrequirement arestated inindividual items

1) Los Angles abrasion value

Lab test

IS:2386(part 4) - 196

1) Concrete = 35%2) AC – 40%3) DBM - 40%4) LBM / BM - 40%5) WMM - 40%

1 per source per work1 per 50 Cum.1 per 100Cum.1 per 150Cum.

-------

RRRRRRR

AAAAAAA



2) Fineness Modulus

3) Soundness in sodium

Field/Lab test

Lab test

As per clause No.A 6 of Red Book

IS:2386(part 4) -196

6) WBM - 40%7) GSB = - 40%

1) Concrete = 2.6 to2) AC - Nil3) DBM - Nil4) LBM / BM -Nil5) WMM -Nil6) WBM - Nil7) GSB = - Nil

1) Concrete=10% 2) AC – 12%3) DBM –12%4) LBM/BM – 12% 5) WMM – 12%6) WBM – 12%7) GSB - 12%

1 per 200Cum.1 per 200Cum.1 per 200Cum.

As directed byNilNilNilNilNilNil

1 per source per work1 per source per work1 per source per work1 per source per work1 per source per work1 per source per work1 per source per work

P

-------

R/W

RRRRRRR

A

AAAAAAA


Quality Assurance Plan For Road Construction Works For PCNTDA, Nigdi, Pune-44.



Method of

ReferenceDocumen

PermissibleLimit

Frequency

Agency Remarks



Test t CON

PMC

PCNTDA PCNTDA

4) Deletrious constituents

5) material passing through 75 Micron

6) Water

Lab test

Field/Lab

Field/Lab

IS:2386(part 2) - 196

IS:2386(part 1)-196

IS:2386(part 3) - 196

1) Concrete = coal &lignite =1%clay/lumps = 1%soft fragment = 3%shell = 1%Total of all =Max 5%2) AC – Nil3) DBM - Nil4) LBM / BM - Nil5) WMM - Nil6) WBM - Nil7) GSB = - Nil

1) Concrete = Max 3% for sand&15% for crushed sand2) AC - Nil3) DBM - Nil4) LBM / BM -Nil5) WMM -Nil6) WBM - Nil7) GSB = - Nil

1) Concrete=2% 2) AC – 1%3) DBM –2%4) LBM/BM – 2% 5) WMM – 2%6) WBM – 2%7) GSB - 2%

1 per source perwork

NilNilNilNilNilNilNil

As directed by

NilNilNilNilNilNil

As directed by1 per 50 Cum1 per 75 Cum1 per 100 Cum1 per 200 Cum1 per 200 Cum1 per 200 Cum

-

P

P

PPPPP

R

R/W

R/W

R/WR/WR/WR/WR/W

A

A

A

AAAAA



7) Surface

8) Chloride content in aggregate

9) Sulphate content (for concrete only)

10) Alkaline

11) Sand equivalent

Field/Lab

Lab test

Lab test

Lab test

Lab test

IS:2386(part 3)-196

BIS:812(part 17)

IS:2386(part 18)

IS:2386(part 7)-196

IS:2720(part 5)-196

1) Concrete = is to be

1) Concrete = 0.06%2) AC - Nil3) DBM - Nil4) LBM / BM - Nil5) WMM - Nil6) WBM - Nil7) GSB = - Nil

1) Concrete = 25%ma

1) Concrete = Non-reactive2) AC - Nil3) DBM - Nil4) LBM / BM - Nil5) WMM - Nil6) WBM - Nil7) GSB = - Nil

1) Concrete = Nil 2) AC –Min 503) DBM–Min 504) LBM / BM – Nil5) WMM – Nil6) WBM – Nil7) GSB = - Nil

On regularbasis

1 per source perworkNilNilNilNilNilNil

1 per source perwork

As directed by

NilNilNilNilNilNil

1 per source perwork1 per source perwork1 per source perwork1 per source perwork1 per source perwork

-

-

-

-

-----

-

R/W

R

R

R

RR

A

A

A

A

AA

12) Plasticity Index

Lab test

IS:2720(part 37)-19

Concrete = Nil

2) AC - 63) DBM - 64) LBM / BM - 65) WMM - 6

Nil1 per 2000Cum1 per 2000Cum1 per 2000

RRRRR

AAAAA



13) Liquid limit

14) Liquid limit (for aggregate passing through 425 micron sieve)

Lab test

Lab test

IS:2386(part 5)-196

IS:2386(part 5)

6) WBM - 67) GSB = - 6

1) Concrete = Nil2) AC - Nil3) DBM - Nil4) LBM / BM - Nil5) WMM - Nil6) WBM – below 20%7) GSB = - Nil

1) Concrete = Nil 2) AC – Nil3) DBM– Nil4) LBM / BM – Nil5) WMM – below 20%6) WBM – below 20%7) GSB = - below 20%

Cum1 per 200 Cum1 per 200 Cum1 per 200 Cum

NilNilNilNilNil1 test per 25 Cum ofbNilNilNilNilNil1 per 200 Cum.1 per 200 Cum.1 per 200 Cum.

R

R

RRR

A

A

AAA





Method ofTest

ReferenceDocumen

t

Permissible Limit

Frequenc

y

Agency RemarksCON

PMC PCNTDA



BITUMINForAC,DBM, BM,LBMitemsGradeofbitumen is60/70

1) Specific Gravity at 27C

2) Water percent by mass

3)Flash point develandopen cup

4) Softening point

5)Penetration at 25c,100gm, 5.0 sec, 1/10mm

6)Penetration ratio

7)Ductility at 27C

Lab test

Lab test

Lab test

Lab test

Lab test

Lab test

Lab test

IS:73:1992 IS:8887 &IS:1202:1978

IS:73:1992Is 8887 &IS:1211

IS:73:1992IS:8887 &IS:1448(P.69)

IS:73:1992IS:8887 &IS:1205

IS:73:1992IS:8887 &IS:1203

IS:73:1992IS:8887

IS:73:1992IS:8887 &IS:1208

Min 0.99

Max. 0.20

Min. 175c

45c to 55c

60 to 70

Min 35

Min 7.50cm

1 test per day when work in progress





-

-

-

-

-

-

-

R

R

R

R

R

R

R

A

A

A

A

A

A

A

Per dayonecompositesampleshall bemadefrom theavailablebitumen atthe plantstoragetanks,whenwork is in





Quality Assurance Plan For Road Works MATERIAL – TABLE NO. 3


Method ofTest

ReferenceDocumen

t

Permissible Limit

Frequency Agency RemarksCON

PMC PCNTDA



8) Paraffin waxcontent percentby mass

9) Frass breaking point

10) Loss of heating thin film oven test

11) Retainedpenetrationafter thin filmoven test25C,100g,5sec1/10mm

12) Matter soluable in trichoroetylene

13)Viscosity at

60 C

135 C

Lab test

Lab test

Lab test

Lab test

Lab test

Lab test

Lab test

IS:73:1992 IS:8887 & IS: 10512

IS:73:1992Is 8887 &IS:9381

IS:73:1992IS:8887 &IS:1212

IS:73:1992IS:8887 &IS:9382

IS:73:1992IS:8887 &IS:1216

IS:73:1992IS:8887 &IS:1206(PART 2)

IS:73:1992IS:8887 &IS:1206(PART 2)

Min 4.50%

Max. -6.00 C

Max 1% by mass

45c to 52%

Min 99% by mass

1500 to 2500 poises

Min 300 cst








-

-

-

-

-

-

-

R

R

R

R

R

R

R

A

A

A

A

A

A

A







Method ofTest

ReferenceDocumen

t

Permissible Limit


CON

PMC PCNTDA

1) Finess of Grading

Compressive strength

(cement + sand)a) Three days

b) Seven days

Lab test

Lab test

Lab test

For 43 Gr-IS:8112-1989For 53 Gr-IS 12269-1987IS:8112/1978-1987IS 2386(part 4)-1963



Min 10%

23 N/sq.mm

33 N/sq.mm

One per source of supply &for load stored properly &stored as directed by Engineer in charge.



-

-

-

R

R

R

A

A

A

R-Review, W-Witness, A – AcceptanceQuality Assurance Plan For Road Works





Method ofTest

ReferenceDocumen

t

Permissible Limit


CON

PMC PCNTDA

Settingtime

a) Initial

Final

4) Soundness

Lab test

Lab test

Lab test




Min 10 mint.

Max. 10 hours

Max. 10 mm.




-

-

-

R

R

R

A

A

A

R-Review, W-Witness, A – AcceptanceQuality Assurance Plan For Road Works

MATERIAL – TABLE NO. 5Item Tests to be Metho Reference Permissib Frequency Agency Remar



Performed d ofTest

Document

le Limit ksCON

PMC PCNTDA

MURUM

1) Soil Classification

2) Free swell Index.

3)Liquid limit

4)Plasticity Index

5) Visual Inspection

6) Moisture content

7) Maximum Particle size

Lab test

Lab test

Lab test

Lab test

Visual

Lab test

Field test

IS:1498-1970

IS 2720Part 40 – 1986

IS 2720Part 5 - 1985

IS 2720Part 5 - 1985

--

IS:2720Part 2-1973

IS:2720Part 4 - 1985

Other thanOL., OI, OH or Pt soils.

Less than 50%

Not more than 70%

Not more than 45%

Murum should notcontain swamps, marshes, bogs, vegetationdebris, frozen, combustible and saity materials.

Should not more than OMC+1%

Should not more than 75mm.

One test per source

One test per source

One test per source

One test per source

During visit of source approval

One test per source

Frequency

-

-

-

-

-

-

P

R

R

R

R

W

R

W

A

A

A

A

A

Murumsourceapproval beforecommencement ofworkshall becarriedout asdirectedbyPCNTDAengineerincharge.

Random check







Method ofTest

ReferenceDocumen

t

Permissible Limit


CON

PMC PCNTDA

8) CBR Value

9) Soluble

10) Total sulphate

Lab test

Lab test

Lab test

IS 2720Part 16

BS : 1377 Part

BS : 1377

Should not less than 7%

Max. 1.9 gm. Per litre

Max 0.5%by mass

One test per source

As directed by

As directed by

-

-

-

R

R

R

A

A

A



MATERIAL – TABLE NO. 6Item Tests to be

PerformedMetho

d ofReferenceDocumen

Permissible Limit




Test t CON

PMC PCNTDA

WATER

PH Value

Alkalinity limit by litration

Aciditylimit bylitration

4) Solids in water

Lab /Field test

Lab test

Lab test

Lab test

IS 3025 - 1964

IS 3025 - 1964

IS 3025 - 1964

Min 6

Max 10 mlH2 SO4To neutralize200 ml water

Max 2 mlNaOHTo neutralize200 ml water

Max limits per litre1)Organic – 200 mg2) In-Organic – 300 mg3) Sulphate –500 mg4) Chloride –500 mg5) Suspendedmatter – 200 mg

One test per source

One test per source

One test per source

One test per source

P

-

-

-

R/W

R

R

R

A

A

A

A





Method of

ReferenceDocumen

Permissible




Test t Limit CON

PMC PCNTDA

Reinforcement

Tensile strength

(2% of proof stress)

Percentage ofelongation

3) Bend RebendTest

Lab test

Lab test

Lab test

IS 1766 1985

IS 1766 1985

IS 1766 1985

Min 415N/sq mm

Min 14.6%

Physicalobservation of crack

One test for each batch



-

-

-

R

R

R

A

A

A



ACTIVITY: Embankment Sr.No.


Method ofTest

ReferenceDocument

Permissibl

eLimit

Frequency

Agency RemarksCON

PMC

PCNTDA



1) a)Earthwork in Excavation by Mechanical Mean.

Classification of strata by engineer in Charge

MORTH Cl-301to 305

As required

P - A

CBR at final cutting level to be ascentained&if found below 3% requirement of soil stabilization should beascentainedby C.E./A.S.E.

b) Excavationin soft rock

Classification of strata by engineer in Charge.

MORTH Cl-301to 305

As required

P - A

c) Excavationin Hard Rock

Classification of strata by engineer in Charge

MORTH Cl-301to 305

As required

P - A

Note – For Item no.2.1, 2.2(a), 2.2(b) : CBR of strata @ finalculting level as per approvedL/S&C/S is to be ascertained before starting of next activity Frequency of test is one No per300 Sqm per lane and staggered as directed by Engineer in charge. Rolling of this layer withsmall qty. of water sprinkled is essential before carrying out such CBR tests as per MORTHclause Np.301. tolerance for finished cut level (used as surface)used as subgrade is as per table– 900-1 of MORTH specifications i.e. +20mm &-25mm.S.G.S. should certify the excavated material to be used in embankment with tests such as Dry&Bulk Density/Moisture content ; Liquid Limit/Plasticity Index, Density &Deterious contenttest (i.s. 2770 (Part 27) as per clause No.900 -3. The Disposable material should be segregatedfrom approved material for embankment as above &is to be disposed as per item no.2.7 &2.8 ofSchedule ‘B’ of this tender.

2) Conveyingthe approvedmaterial forembankmentfrom roadcutting

Soil Classification

Lab test I.S.2720 –1995

(Approx 70% sand and 30% clay/stilt)

One Test for8000 Cu.M.

- R A

Liquid Limit Lab test I.S.2720-1995(Part 4)

Max 20%


- R A

Plasticity Index

Lab test I.S. 2720 – 1995(Part 5)

Max. 6%


- R A

Max. Dry Density

Field Test I.S.2720-1995(Part 8)

1.8 to 2.3 gm/CC


P W/R

A

Moisture Content

Field/Lab Test I.S.2720-

OMC as per

One Test for

P W/R

A



1997 (Part 2)

lab test 5000 Sqm.


ACTIVITY: Embankment Sr.No.


Methodof Test

ReferenceDocument

Permissible Limit

Frequency

Agency RemarksCON

PMC

PCNTDA

California Bearing Ratio

Field Test I.S. 2720-1997 (Part 16)

Min 7% As directed by Engineer incharge

P W A

To be checked before next layer is allowed to be laid.

Longitudinal profile

Cross Profile &Surface levels

Field Test

Field Test

MORTH table900-1MORTH table900-1

20mm to – 25mm20mm to – 25mm

100%

100%

P - AP - A

Note – Material brought by Contractor under item No.2.9(a) &2.9(b) should satisfy following test.1) Sand Content : Plasticity Test, Density Test, Deterious content test Moisture content test&C.B.R. test as per I.S. 2720 Part – 4, 5, 8, 27,2,16 Respectively.

3) Removing&Transportingdisposablematerialobtainedout ofroadExcavation

P - A

4) Loosening andrecompactingSkubgrade

B.B.D. results and inspection of various cracks, rats inexisting pavement.

Field test

MORTH Specifications &Manual P - A

P – PERFORM, R – REVIEW, W- WITNESS, A – ACCEPTANCE


ACTIVITY: GRANULAR SUB BASE Sr.No

Item Tests tobe

Method

ReferenceDocumen

Permissible Limit

Frequency

Agency RemarksCO P PCNTD



. Performed

ofTes

t

t N MC

A

1. GSB material

JOB MIX

Gradation test

LabTest

MORTH MORTH Table 400—1 garding 1OMC variation + 1 to 2% at the time of compaction

As per change in source

p R A

Material as per table No.1 &2 of material approval.

Table 400-1 Close Graded GSB grading 1IS Sieve mm % by wt. Passing

75 100

53 80-100

26.5 55-90 9.5 35-65 4.75 25-55 2.36 20-40

0.425 10-250.075 3-10

CBR Test

Lab/Field Test

MORTH Table Spec. 400-1

Min 30% As directed by Engineer incharge

P R/W

A

2. GSBMethodologyPreparation ofsub-gradeSpreading

Checking of Levels

Field test

MORTH Cl.401.4.1

MORTH Cl401.4.2

+20 to -25

Layer thk. Should not exceed 225mm.

100%

Till reqd. densityCBR &surface finish are achieved

P

P

-

-

A

A



&compacting

Arrangement oftraffic

MORTH Spec Cl No.112

P - A

NOTE: The approved gradation (stated above) within these limits shall be well graded from coarse to fine and shall not vary from the low limit on one sieve to high limit on adjacent sieve and vice versa.


ACTIVITY: GRANULAR SUB BASE Sr.No.


Methodof Test

ReferenceDocument

PermissibleLimit

Frequency

Agency Remarks

CON

PMC

PCNTDA

3. GSBTests Gradation test Lab/Fiel

d TestMORTH400 1 &IS 2720 part 5

As per Job Mix

1 test for 200 Cum P R/W A

AtterbergLimit (LL &Pl)

Lab test MORTH400 1 &IS2720 part 5

LL – 25 &Pl– 6

1 test for 200 Cum

- R/W A

Moisturecontent

Fieldtest

IS 2720PART 2 &8

+1 TO -2 1 test for 500 Cum

P W A

Density(MOD)

Fieldtest

IS 2720part 8

98% 1 test for 500 Cum

P W A

CBR Fieldtest

IS 2720part 16

30 min for2.5 mm

As Directed by engineer incharge

P W A

Deieteriousconstituents

Lab/Field test

MORTH As directed by engineer incharge

P R/W A

L-profile&C/S profile

Fieldtest

MORTH900-1

+10 TO -20mm

100% P W A Gridof6.25m (L)&3.5m(Cross)

P – PERFORM, R – REVIEW, W- WITNESS




ACTIVITY: SECTION – 4 CONCRETE Sr.No.

Item Tests tobe

Performed

Methodof Test

ReferenceDocument

Permissible Limit

Frequency

Agency Remarks

CON

PMC PCNTDA

1. Varopis Items Of Excavation

ProvidingM 15 concrete in foundation Material Cement

Aggregates

Water

Job mix Following information is requiredGrade designation

Cement Aggregates Min. cement content Max. water cement ratio Worabilitym Exposurecondition

Lab/FieldTest

As per table No.4 of QAPAs per table No.1 &2 of QAPAs per table No.6 of QAPIS 456-200 Cl 9

Cl. 10.2 of IS 456-2000

S.C. COMP Strength at 28 days + 165 x std deviations

Cement + / -2%Aggregate + / -3%

As per change in source of material.

- R A



Max. temp. of concrete at placingMethod of placing Degree of Use of admixture Methodology Batching

Transportation, Placing, Compacting &Curing

Samplingand strength of designed concrete mix.

Cl. 13 of IS 456 – 2000

Cl. 15 of IS 456-2000

Max. free foil of concrete 1.5m Curing time is 14 days.

28 days required compressive strength as per table2 of IS 456-2000 is the only criterion for acceptance or rejectionof the concrete. The test results of the sample is avg. strength of 3

Mechanicalvibrator to comply IS 2505,IS 2506,IS 2514 &IS 4656.Use of vibrators is mandatory.

If individual variation is more than +15 to -15% of avt. Stren



specimens 7 individual variation within + 15to -15.

gth ofsample, the results of the sample are invalid.

Quality of concrete in the work cum.

Number of samples

1 – 5 1

6 – 15 2

16 - 30 331 – 50 451 &above 4 plus one

additional sample foreach additional 50cum or part thereof

Acceptance criterion Inspection &Testing of Structure

Cl. 16 of IS 456-2000

Cl. 17 of IS 456-2000

As per 16.1, 16.2, 16.3, 16.4, 16.5 &16.6of IS 456




ACTIVITY: SECTION – 4 CONCRETE Sr.No.


Method

ofTest

ReferenceDocument

PermissibleLimit

Frequency Agency RemarksCON

PMC

PCNTDA

Table No.11 Characteristic Compressive Strength Compliance Requirement

Note – Inthe absence established value of atDeviation. The value given Table 8 may be assumed, are attempt should bemade to obtain results of 30 samples as early as possible to establish the value std. DeviationInspection tests like core test &NOT asper 17.4 to 17.8 ofIS 456-2000

Specified Grade

Mean of the Group of 4 Nos-Overlapping Connecutive Test results in N/SqmM

Individual Test results in N/sqmm

(1) (2) (3)

M 15 More than or equal to FCK +825 x establish std. Deviation (rounded off to nearest 0.5 N/sqmm) on FCK+3 N/sqmm whichever is greater.

More than or equal to FCK-3 N/sqmm

M 20 or above

More than or equal to FCK + 825 X ESTABLISH STDDeviation (rounded off to nearest 0.5 N/sqmm) or FCK+4 N/sqmm whichever is greater

More than or equal to FCK-4 N/sqmm



2 Test Core strength of hardened concreteSlump test (for workability)The Measurement for that length

Thk.Determination Verification of level of formTexture depth pH value water

Alkalinity limit by filtrationAcidity limit by filtrationSolids in water

Field test

Field test

Field test

Field test

Field test

Lab test

Field test

Lab test

Lab test

Lab test

IS 516

IS 1199

Core sampling

Levelling

Site check

Sand patch methodpH paper

IS : 3025IS : 3025IS : 3025

Special Specifications or as directed.30+ or -15mmSpecial Specifications or as directed.Special Specifications or as directed.+ / -2mm1 + / - 0.25mmMin 6Max 10 ml HCL kto neutralize 200ml waterMax 2 ml NaOH to neutralize water Max limits per line Organic-2000mg inorganic-300mg sulphate-500mg Chkoda-500mg. suspended matter – 200mg.

As directed by Engineer inchargeAs directed by Engineer inchargeAs directed by Engineer inchargeAs directed by Engineer inchargeAs directed by Engineer inchargeAs directed by Engineer inchargeCovered under material QAPCovered under material QAPCovered under material QAPCovered under material QAP

P

P

P

P

P

-P

-

--

W

W

W

W

W

RWRRR

A

A

A

A

A

AAAAA

P – PERFORM, R – REVIEW, W- WITNESS, A – ACCEPTANCE




ACTIVITY: WATER BOUND MACADAM Sr.No.


Method of Test

Reference

Document

Permissible Limit


CON

PMC

PCNTDA

1) WBM

Gradation Lab/Field test

MORTHSpecification

Morth Table 400-11

Covered under materialQAP

P R/W

A Materialas perTable 1and 2 ofMaterialapproval

Loss Angeles Abrasion Value

Lab test I.S. 2386/Part IV

40% max. Covered under materialQAP

P R A

Aggregate Impact Value

Lab Test I.S. 5640/Part IV

30% max Covered under materialQAP

P R A

Combined flakiness &Elongation indices

Lab Test I.S.2386/Part IV

30% max Covered under materialQAP

P R A

Table 400 – 11

Grading No Size Range I.S. Sieve Designation

% by wt. Passing

One test 100Cum ofAggregate

1

2

A

90 to 45mm

63 to 45mm

132

125mm90mm63mm45mm

22.4mm125mm90mm63mm45mm

22.4mm13.2mm11.2mm5.6mm

180micron

10090 - 10025 - 600 - 150 – 5100

90 - 10025 - 750 - 150 - 5100

95 - 10015 – 35

0 - 10






Method ofTest

ReferenceDocument

PermissibleLimit

Frequency

Agency Remarks

CON

PMC

PCNTDA

Atterburg limit + Binding material

Lab Test

I.S. 2386/Part IV

L Limit not more than 20 PIndex less than 6

Covered under material QAP

- R A Materialpassing75micronshouldnot bemorethan10%

Atterburglimit – forAggregate(Screening)passing425 Micron

Lab Test

I.S 2386/Part IV

-- Covered under material QAP

- R A Screeningmaterialshouldbe thesamefor thecoarseAggregate.

2) 1)Construction operation &Methadology2) Skpreading of coarse Aggregate

No segregation of coarse and fine aggregate is permitted. The coarse aggregate shall not be spread 3 days in advanceof construction operation.

P

P

-

-

A

A

Subgrade/Subbasematerialsurfaceshouldbeclean,freefromdust/profilecorrectivecourseas perCl.No.501.Templates 6 CMapartmax. tobe used.Wherev



erpossiblespecialdeviceslikeSpreader shallbe usedso as toavoidmanualmethodtocorrectirregularities

3) Rolling

MORTHCl. 404-3.4

Lapping on proceeding track shall be ½ of width.

-- P - A Slightsprinkling ofwatermay beapplied.Vibratory rollermandatory.





Item Tests tobe

Performed

Method ofTest

Reference

Document

PermissibleLimit

Frequenc

y

Agency RemarksCON

PMC

PCNTDA

4) TraverseIrregularities &Longitudinal Irregularities.

Levels check

Field test

Table 900– 1

15mm to -15mm

100%

P W A Screeningshouldcompletelyfillinterstices,Screeningshould not bedamp/wet.Dry rollingshould bedone whilescreeningbeing spread.

5) Sprinkling of water &Grouting.

Field test

MORT &h404 + 3.6

-- Covered under material QAP

P - A

6) Applicationof Binding Material

Field test

MORT &H404 – 3.7

P - A

P – PERFORM, R – REVIEW, W- WITNESS




ACTIVITY : DENSE BITUMINOUS MACADAM

No.

Item Tests tobe

Performed

Method ofTest

Reference

Document

PermissibleLimit

Frequenc

y

Agency RemarksCON PMC PCN

TDA

TEST STRIP

DENSITYOF COMPACTED LAYER

FLELDTEST

AS PER MORTH MANUAL 8.4.5.4

AS PER JMF

SHOULD BE CONDUCTED 3 DAYS IN ADVANCE OF ACTUAL STARTINGOF WORK

P -

A

MACHINERY &WORKERS SHOULD CONTINUE IF TEST RESULTS ARE WITHIN THE LIMITS

PAVER FINISHING

MARSHALL TEST

Lab Test

AS PER MORTH MANUAL 8.4.5.4

AS PER JMF

SHOULD BE CONDUCTED 3 DAYS IN ADVANCE OF ACTUAL STARTINGOF WORK

P - A

HEATINGSYSTEM

AS PER MORTH

P - A

SCREED VIBRATOR

AS PER MORTH MANUA

P - A



LGRADE SENSORS

AS PER MORTH MANUAL

P - A

CROSS SLOPE

AS PER MORTH MANUAL

P - A

3)

ROLLERS VIBRATORY MECHANISM ANDDEPENDANCY

AS PER MORTH MANUAL

P - A



No.


Method ofTest

Reference

Document

Permissible Limit

Frequency

Agency RemarksCON

PMC

PCNTDA

5) SEGREGATIONA) AT PLANT

AS PER MORTH MANUAL 8.4.4.2(B)

P - A Material deposited into dumper should be uniformly distributed &not in conical shape

B) IN TRANSPORT

AS PER MORTH MANUAL 8.4.4.2(C)

P - A While discharging into the paver finisher raise gate of truck does not open fully.

C) IN PAVER FINISHER

VIBRATORY MECHANISM AND DEPENDA

AS PER MORTH MANUAL 8.4.4.2(D)

P - A



NCYFINAL SURFACE

SURFACE IRREGULARITY

FIELD TEST

MORTH MORTH Table 900-2

100% P W A

MAXIMUM PERMITTED NUMBER OF SURFACE IRREGULARITIES

Surface of carriageways &paved Irregularitylength (m)

Road

4mm30075209

7 mm3007521

The maximum allowable difference between the road surface and underside or a 3 m straight-edge when placed parallel with, or ar right angles to the centre line of the road at points decided shall be for bituminous base courses 6 mm.



No.


Method ofTest

ReferenceDocument

Permissible Limit

Frequency

Agency RemarksCON P

MC

PCNTDA

FINAL TEST

TOLLERENCE IN SURFACE LEVELS for bituminous courses in flexible pavement

FIELD TEST

AS PER TABLE NO 900 – 1OF MORTH SPECIFICATIONS

+ 6 TO – 6 MM


P W A

JOINTS – LONG / TRANSVERSE AND LOCATION WITH RESPECT TO CHAINAGES FOR STAGGERING IN VARIOUS LAYERS

- AS PER CL NO 8.4.4.3 OF MORTH MANUAL

- - -



EXTRACTION TEST FOR BITUMEN CONTENT AND AGGREGATE GRADATION

FIELD / LAB TEST

AS PER MORTH SPECIFICATI-ONS

JMF 2 per day

P W/R

A

Note : For bituminus macadam, binder content should be 2.5% instead of 3.5 stated above, all other parameters will remain same.

P-PERFORM, R-REVIEW, W-WITNESS, A-ACCEPTANCE


ACTIVITY : BITUMINOUS CONCRETE

No.


Methodof Test

ReferenceDocument

Permissible




Limit CON

PMC

PCNTDA

1) BITUMINOUS MACADAM 75MM THICK

JOB MIX

Quality of Bitumen

Lab test IS 73:1992 As per 73:1992

Covered under material QAP R A

TEMP AT THETIME OF MIXING 150-163 DEG. CENT.

B) INTRANSPORT

Ingradiant Aggregate

Lab / Field test

MORTH MORTH Table 500-4 grade 1

PERMISSIBLE VARIATIONSHOULD BE AS PER 8.4.7.8 OF MANUAL IF ANY CHANGES INTHE SOURCEOF MATERIALS IS PROPOSED, A NEW JOB MIX FORMULA SHOULD BE ESTABLISHED BEFORE ACTUALLY USING THE MATERIALS

P

- A

PERMISSIBLE AGRADATION : The aggregate mix, as used in work, shall not vary from the low on one sieveto the high limit on the adjacent sieve but shall be well graded.

TABLE 500-4Sieve size mm % by Wt. Passing

Grading 145 100

26.5 75-10022.4 60-95



11.2 30-555.6 15-352.8 5-20

90 Micron 0-5



No.

Item

Tests to bePerformed

Method ofTest

ReferenceDocument

PermissibleLimit

Frequency

Agency RemarkCON

PMC

PCNTDA

Jobmix

STABILITY OF MIX (MARSHALL)

Lab test

ASTM 1559TABLE 10.7 OF MANUAL

MINIMUM 8.2 KN @ 60 DEG. CENTIGRADE MINIMUM FLOW 2 MM MAX FLOW 4MM, AIR VOID PERCENTAGE 3-5 Minimum voids (VMA) 11-13% VFB 65-75, Binder content not less than 3.5% swell test max 1.5%

One perday

- R A

COLD DENSITY (AIR VOIDS)

AS PER MORTH SPEC.

One perday

P - A

BINDER CONTENT

AS PER MORTH SPEC.

MIN 3.5% One perday

P - A

Temperature control:a) Binder b) Aggregatec) Discharge temp.d) Laying Temp.e) Completion of rolling

AASHTO T168, TABLE 10.7 OF MANUAL

a) 130 to 163 b)155 to 163 c) 130 to 163 d) 120 to 160 e) Min 100

Continuous at regular interval

P - A

RATIO OF MICRO FINES/ASPHA

AS PER MORTH SPEC.

P - A



LT BY WET

V.M.A. / V.F.B. AS PER MORTH SPEC.

V.M.A as per table 4.2% of manual V.F.B. 65% to 75%

P - A

Density (Compacted)

AS PER MORTH SPEC.

P - A

AGGREGATE

Impact test Losangles abrasionvalue

Lab test

IS 2386 PartIV

Max 27% and Max 35% Respectively table 4..9 of manual

Covered un -der mate-rial QAP

- R A

Flakiness index &Elongation index

Lab test

IS 2386 PartI

Max 30% table4..9 of manual

Covered un -der mate-rial QAP

- R A



No.

Item

Tests to bePerformed

Method ofTest

ReferenceDocument

PermissibleLimit

Frequency Agency RemarkCON PM

CPCNTDA

Stripping value(immersion tray test)

Lab testIS 6241 Max Retained

Coating 95%Covered under material QAP

- R A

Soundness (MG)

Lab test IS 2386 Part V


-R A

Water Absorption

Lab test IS 2386 Part III

Max 2% Table 4.9 of manual


-R A

Sand Equipment Test

Lab test IS 2720 Part 37


- R A

Plasticity Index Lab test IS 2720 Part V

As directed by Engineer -

RA



incharge

Polished Stone value

Lab test BS 812 Part 114


-R

A

Percentage of fractured faces

If Gravel is permitted P - A

Cleanliness (dust) grain size analysis

IS 2386 Part I

Max 5% passing through0.075 mm sievetable 4.9 of manual

P - A



PERMISSABLE VARIATION FROM JOB MIX FORMULA : The permissible variation from thejob mix formula are as under.

Description Permissible variationBase / Binder Course

Wearing Course

Aggregate passing 19 mm sieve or largerAggregate passing 13.2 mm, 9.5 mmAggregate passing 4.75 mmAggregate passing 2.36 mm, 1.18mm, 0.6 mmAggregate passing 0.3 mm, 0.15 mmAggregate passing 0.075 mm

+ / - 8%+ / - 7%+ / - 6%+ / - 5%+ / - 4%+ / - 2%

+ / - 7%+ / - 6%+ / - 5%+ / - 4%+ / - 3%

+ / - 1.5%

Binder content mixing temperature

+ / - 0.3%+ / - 10% Dig C

+ / - 0.3%+ / - 10%

Dig C

Required information

No.

Item Tests to beperformed

Methodof test

Reference

Permissiblelimit

Frequency Agency RemarksCON P

MPCNTD

A



Doc CPlat Methodology

Mix Grading

Lab / Field test

IS 2386 partI

As per permissible variation indicated in job mix formula

One set to tests on individual constituents and mixed aggregate from the dryer of each 400 tonnes of mix subject to a minimum oftwo tests perplant per day

P - A

Stability ofmix (Marchall)

Lab Test ASTMD 1559 Table 10.7 ofmanual

Minimum 8.2 KN @60DEG Centigrade Minimum flow 2MM, max, flow 4mm, AIR Void Percentage 3-5, Minimum voides (VMA) 11-13% VFB 65-75, Binder content not less than 3.5% swell test max 1.5%

For each 400 tonnes of mix product a set of 3 marshall specification tobel prepared and tests forstability flow value density and void contentsubject to a minimum oftwo tests perplant per day

- R A





No.


Method ofTest

ReferenceDocument

Permissible

Limit

Frequency

Agency RemarkCON

PMC PCNTDA

Water Sensitivity for mix (Retained tensile strength)

Lab Test

AASHTO T283, table 10.7 of manual

Min. 80% test is required if retained coating isless than 95%

Initially one set of3 representative specimens for eachsource of supply subsequently whenwarranted by changes in the quality ofaggregates.

- - A

Temperature controla) Binder b) Aggregatec) Discharge Temp.d) Laying Temp.e) Completionof rolling


a) 150 to163 b) 155 to 163 c) 130 to163d) 120 to 160 e) min 100

Throughout P -

A

Control of Binder Content and grading of the mix

Bitumen extract-ion &sieving


JMF One test for each 400 tonnes of mix subject toa minimumof two tests per plant per day

P -A

Rate of spreadof mixed material

Field test

As per morth specifications and as directed

1 per 250 sqm

Regular control through checks onthe

P - A



weight ofmixed material and layer thickness

Density of compacted layer

Field test

As per Morth specification &manual

Min 98% of specification (Marshall)

As required P - A

Transp-oration

Covering of Vehicles is mandatory

As per morth manual

P - A



No.


Methodof Test

ReferenceDocument

Permissible

Limit

Frequency Agency RemarkCON PM

CPCNT

DATEST STRIP

Density of Compacted Layer

Field Test

As per morth manual 8.4.5.4

As per JMF

Should be conducted 3 days in advanceof actual starting of work

P - A

Machinery &Workers shouldcontinue if test resultsare within the limits

Marshall Test Lab Test

As per Morth Manual 8.4.5.4

As per JMF

Should be conducted 3 days in advanceof actual starting of work

P -A

PaverFinisher

Heating System

As per Morth manual

P - A

Screed Vibrator

As per Morth manual

P -A

Grade Sensors

As per Morth manual

P - A



Rollers

Cross Slope Sensors

As per Morth manual

P -A

Vibratory Mechanism and Dependency

As per Morth manual

P - A



No. Item Tests to bePerformed

Method ofTest

Reference

Document

PermissibleLimit

Frequency

Agency RemarkCON PM

CPCNT

DA

Segregationa) At plant

As per morth manual 8.4.4.2(B)

b) In Transport

As per morth manual 8.4.4.2(C)

P - A

c) In paver Finisher

As per morth manual 8.4.4.2(D)

Final Surface

Surface Irregularity

Field Test Morth

MAXIMUM PERMITTED NUMBER OF SURFACE IRREGULARITIES

Surface of carriageways &pavedIrregularity Length (m)

Road

4 mm3007521

7 mm3007521



The maximum allowable difference between the road surface and underside or a 3 m straight-edge when placed parallel with, or are right angles to the centre line of the road at points decided shall be for bituminous base courses 6 mm



No. Item Tests to bePerformed

Method ofTest

ReferenceDocumen

t

PermissibleLimit

Frequency Agency RemarkCON P

MC

PCNTDA

Final Test

Tollerence in surface levels for bituminous courses in flexible pavement

Field test

As per Table no 900-1 of morth specifications

+ 6 to – 6 mm As directed by Engineerincharge

P W A

Joints – long / transverse and location with respect to changes in various layers

As per CLno. 8.4.4.3of morth manual

Extraction test for bitumen content and aggregate gradation

Field / Lab test

As per morth specifications

JMF 2 test per day

P W / R

A

Note : For item No. 3.6 of bituminus macadam, binder content should be 2.5% instead of 3.5% stated above, all other parameters will remain same.

P – PERFORM, R – REVIEW, W – WITNESS, A – ACCEPTANCE


ACTIVITY : LIQUID SEAL COAT



No.

Item Tests tobe

Performed

Method ofTest

Reference

Document

PermissibleLimit

Frequency

Agency RemarkCON PMC PC

NTDA

1) LIQUID SEAL COAT1) Material Bitumen – 60/702) Methodology a) Preparationof Base

b) Laying

c) Opening totraffic3) Tests

Quality of Bitumen

Levels to be Confirmed

----

-------

a) Gradation Test

b) Temperat-ure of bind-ing material

c) Rate ofspread of binderd) Rate of spread of aggregate

Labe Test

Field Test

Field TestField TestLab / Field test

Field Test

Field Test

Field Test

IS 73

Mort &HCl 513-3.1

Mort &HCl 513-3.2Mort &HCl 513-4Mort &HCl 513-2.2

Mort &HCl 508-1.3.2

Mort &HCl 513-2.1

Mort &HCl 513-2.2

---

Removing100%dust&looseparticles

----

----

100%passingthrough11.2mm sieve&retained on2.36mm sieve1500C

–1630C

9.80kgper 10Sqm.area

0.09Cu.mper 10Sqm.area

Every Batch

Continuous

-----

-----

One test per 25 Cum. of aggregate

At regular close intervalOne test per 500 Sqm. ofworkOne test per 500 Sqm of work

-

P

P

P

P

P

P

P

R

-

-

-

-

-

W

W

A

A

A

A

A

A

A

A

As per table no. 1.2 &3 ofQAP

Surface of layer on which prime coat to be applied should be dry.Vibratory roller is mandatory

No traffic is allowed within 24hrs of completion of Activity

P – PERFORM, R – REVIEW, W – WITNESS,A – ACCEPTANCE




ACTIVITY : WET MIX MACADAM No

ITEM TESTS TOBE

PERFORMED

METHOD OFTEST

REFERENCE DOC.

PERMISSIBLE

LIMIT

FREQUENCY

AGENCY REMARKSCO

NPMC PCNTD

A

D WMM Material

JOB MIX Gradation LAB TEST

MORTH As per MORTH Table 400-11OMC variation + 1 to - 2 % at the time of compaction

As per change in source

P R A Material aspertableNo.1&2 ofmaterialapproval

Table 400-11Grading req.ofaggregates for WMMIS Sieve % by wt.mm Passing53 10045 95-10026.5 -22.4 60-8011.2 40-604.75



25-402.36 15-300.6 8-220.075 0-8

2) WMM Methodology1) preparation of sub-base 2)Preparation of Mix.

Levels to be checked

Field MORTH CI.401.4.1 MORTH CI.406.3.3

+ 10 to-20

No segregationis permitted

100% P

P

-

-

A

A

Vibrator roller mandatory A

OMC variation limits +1 to -2 % at the time ofcompaction.


ACTIVITY : WET MIX MACADAM SR. ITEM TESTS

TO BEPERFOR

MED

METHOD OFTEST

REFERENCE DOC.

PERMISSIBLE LIMIT

FREQUENCY

AGENCY REMARKS

NO.

CON

PMCPCNTDA

3)

Spreading&compacting

MORTH CI.406.3.4&405. 3.5

No segregationis permittedspeed of rollerless than 5km/hr

Till reqd.density,&surfacefinish areachieved

P - A

Vibrator rollermandoteryspreading bypaverfinisherormotorgraderismandetory.



4) Settinganddrying

5)Arrangementof traffic

Table 900-1

MORTHSpec. CI.No. 406.4

Roads shall beallowed to dryfor 24 hrs.

No vehiculartrafficis allowed tillwearing coarse islaid

P

P

-

-

A

A

Note: -Protection of edges of granular subbase extended over the full width of foundation is incidental to the work

3) WMM Tests Gradation

testLab / Fieldtest

MORTH 400.1 &IS 2386 part 1

As per Job Mix 1 test for 100 Cum.

P R/W A

Aggregate impact value

Lab test IS 2386 (Part - 4)

As per table 1 &2 of QAP

Coverd under material QAP

- R A

Flakiness &elongation index (total)

Lab test IS 2386 (Part- 1)

As per table 1 &2 of QAP


- R A

Atterberg Limit (LL &PI)

Lab test MORTH &IS 2720 part 5

LL-25 &PI -6 1 test for 200 Cum.

- R A

Moisture content

Field test IS 2720 part2 &

+1 to -2 1 test for 500 Cum.

P W A

Density (MDD)

Field test IS 2720 part8

98% 1 test for 500 Cum.

P W A

CBR Field test IS 2720 part16

30min. for 2.5 mm

As directed by Engineerincharge

P W A

Deleterious constituents

Lab / Field test

MORTH As per table 1 &2 of QAP


P R/W A

L - profile &C / S profile J

Field test MORTH 900-1

+ 10 to - 10 mm

100% P W A Grid of6.25m(L)&3.5 m(Cross)

Note:- The approved gradation (stated above) within these limits shall be well graded from coarse to fine and shall not vary from the low limit on one sieve to high limit on adjecent sieve and vice versa.



P- PERFORM, R- REVIEW, W- WITNESS, A – ACCEPTANCE


ACTIVITY: CLEANING

SR. NO.

ITEM TESTS TO BE PERFORMED

METHOD OF TEST

REFERENCEDOC.

PERMISSIBLE UM!T

FREQUENCY

AGENCY REMARKS

CON PMCPCNTDA

1) 1)

Cleaning theWBM /WMMsurface.

2)

Methodology

-----------

Visual

-----------

Field test

-----------

MORT&H

CI. 502-4.2 &

503-n 3.1

-----------

Removing 100% dust &loose particles by using air compressor

-----------

Continuous

P - AAir compressor ismandatory. Cleaning should be done without disturbing theinterlocked aggregate.Random checks by SGS



ACTIVITY PRIME COAT



SR. NO.

ITEM TESTS TO BE PERFORMED

METHOD OF TEST

REFERENCE DOC.

PERMISSIBLE LIMIT

FREQUENCY

AGENCY REMARKSCO

NPMC PCNTDA

1) PRIME

COAT1)

MaterialBitumen 60/70 OR80/100OR

2)

Methodology

-----

------

-----

------

--------

As per MOST Manual CI. No. 8.3.1.1 to8.3.1.6

As per Morth Specification

--------

--------

--------

As pertable No -3 of QAP

a)

Preparation ofroad surface

b)

Equipment

Levels to beConfirmed.

--------

Field test MORT &H CI. 502-4.2

------ Frequently P - ASurface oflayer onwhichprime coatto beappliedshould bedry.Surfaceshould bedust freeby usingAircompressor

Bituminuous pressuresprayershould beused.

c) Application of primer coat

Field test MORT&H CI. 502 -4.3

Till uniform &unbroken surface is achieved

-------- P - A Selfpropelledsprayer ismandatory.



c) Arrangement &opening to traffic

Field test MORT&HCI. 502-4.4&502 .6

-------- --------P - A No traffic

is allowedwithin24hrs ofcompletionof Activity.

3) Tests

a) Rate of spraying

Field test MORT &H CI. 500- 1

MIN 9.8Kg/10Sqm

one test per 500 Sqm.

P W A Penetrationof 5mm to10mm isrequired.

b) Temperature

Field test MORT &H CI. 502-4.3

Temp 163 dig. Celc. Asdirected

P W A



ACTIVITY : TACK COAT

SR.NO.

ITEM TESTS TOBE

PERFORMED

METHOD OFTEST

REFERENCE DOC.

PERMISSIBLE LIMIT

FREQUENCY

AGENCY REMARKS

PERFORMED

OF TEST DOC LIMIT CON

PMC PCNTDA

1) TACKCOAT1) Material Bitumen 60/70

Quality of Bitumen

Lab test IS 73:1992 ------- EveryBatch

- R A As per table No- 3 of QAP

2) Methodologya)

Preparation ofroad surface

Levels to beConfirmed

-------

-------

Field test

Field test

MORT &H CI. 503- 3 1

MORT &H CI 502-4.3

-------

Till uniform &unbroken surface is achieved.

Frequently

--------

P

P

-

-

A

A

Surface of layeron which tack coat to be applied should be dry. Surface should be dust free by using Air compressorBituminuous pressure sprayer should be used



b)

Equipment

c)

Applicationoftack coat

d)

Arrangement &opening to traffic

------- Field test MORT&H CI. 502 - 4.4 &502

---------------- P - A

Self propelled or towed bitumen pressure sprayer is mandatory &Tack coat should be Sprayed after unloading bituminous material (LBM, BM. DBM &AC) from dumper to paverfinisher or restack coating is done on wheel marks of DumperNo traffic is allowed within 24hrs of completion of Activity.

3) Tests

a)Rate ofspraying

b)

Temperature

Field test

Field test

MORT &H CI. 500 - 2 &item no 3.6a of schedule 'B\ item no 3 5a of schedule 'B'

MORT &H CI. 502-4.3

5Kg per 10 Sqm.Tack coat @ 7.5Kop3r10

Temp 163 dig.Celc. As directed



P

P

W

W

A

A



ACTIVITY : BITUMINOUS MACADUM

SR.NO.

ITEM TESTS TOBE

PERFORMED

METHOD

OFTEST

REFERENCE

DOC.

PERMISSIBLE LIMIT

FREQUENCY

AGENCY REMARK

SCON PMCPCNTDA



1 BITUMINOUS MACADAM 75 MMTHICK

Quality of Bitumen

Lab test IS 73 : 1992 As per IS 73:1992


R A TEMP ATTHETIME

OFMIXING150-163

DEG.CENT

.JOB MIX Ingredient

AggregateLab /Fieldtest

MORTH MORTH Table 500-4grade 1

PERMISSIBLEVARIATIONSHOULD BEAS PER8.4.7.8 OFMANUAL IFANYCHANGES INTHESOURCE OFMATERIALSISPROPOSED,A NEW JOBMIXFORMULASHOULD BEESTABLISHED BEFOREACTUALLYUSING THEMATERIALS.

P - A

PERMISSIBLE GRADATION : The agree ate mix, as used in work, shall not vary from the low on one sieve to the high limit on the adjacent sieve but shall be well graded.

Table 500-4Sieve size

mm% by Wt.

Passing Grading 1

45 100

26.5 75-100

22.4 60-95

11.2 30-55



5.6 15-35

2.8 5-20

90 Micron 0-5



NO ITEM

TESTS TO BEPERFORMED

METHOD OFTEST

REFERENCEDOC.

PERMISSIBLELIMIT

FREQU

ENCY

AGENCY REMARKS

CON PMC PCNTDA


Lab test ASTMD 1559 , TABLE 10.7 OF MANUAL

MINIMUM 8.2 KN@ 60 DEG. CENTIGRADE MINIMUM FLOW 2 MM, MAX. FLOW 4MM, AIR VOID PERCENTAGE 3 - 5, Minimum voids (VMA) 11-13%. VFB 65-75, Binder content not less than 3.5% swell test max. 1.5%

One per day

- R A

COLD DENSITY (AIR VOIDS)

Lab test AS PER MORTH SPEC.

One per day

P - A

BINDER CONTENT


MIN 3.5 % One per day

P - A

Temperature control:a) Binderb)Aggregatec) Discharge temp.d)Laying Temp.e) Completion of

field test

AASHTOT168, TABLE 10.7 OF MANUAL

a) 150 to 163 b) 155 to 163 c) 130 to 163 d) 120 to 160 e) Min 100

Continuous at regular interval

P - A



rolling.RATIO OF MICRO FINES/ASPHALT BY WET


P - A

V.M.A./V.F.B. Lab test AS PER MORTH SPEC

V.M.A. AS PER TABLE 4.27 OF MANUAL, V.F.B. 65% TO 75%

P - A

DENSITY (COMPACTED)

field test

AS PER MORTH SPEC.

P - A

2 AGGREGATE

MPACT TEST LOS ANGELES ABRASION VALUE

Lab test IS 2386 PART IV

MAX 27%, AND MAX 35%RESPECTIVELY TABLE 4.9 OF MANUAL


- R A

FLAKINESS INDEX &ELONGATION INDEX

Lab test S 2386 PART I

MAX 30% TABLE 4.9 OF MANUAL


- R A



NO.

ITEM

TESTS TOBE

PERFORMED

METHOD OF TEST

REFERENCE DOC.

PERMISSIBLE LIMIT

FREQUENCY

AGENCY REMARKSCO

NPMC

PCNTDA

STRIPPING VALUE (IMMERSION TRAY TEST)

Lab test IS 6241 MAX RETAINED COATING 95%


- R A

SOUNDNESS(MG)

Lab test IS 2386 PARTV


- R A

WATER ABSORPTION

Lab test IS 2386 PART III

MAX 2% TABLE 4.9OF MANUAL


- R A

SAND EQUIVALEN

Lab test IS 2720 PART 37

As directed byEngineer

- R A



T TEST inchargePLASTICITY INDEX

Lab test IS 2720 PART V

As directed byEngineer incharge

- R A

POLISHED STONE VALUE

Lab test BS 812 PART 114

As directed byEngineerincharge

- R A

3) PERCENTAGE OF FRACTUREDFACES

IF GRAVEL IS PERMITTED

P - A

CLEANLINESS (DUST) GRAIN SIZE ANALYSIS

IS 2386 PART I

MAX 5% PASSING THROUGH 0.075 MM SIEVE TABLE 4.9OF MANUAL

P - A


BITUMINOUS MACADUM

PERMISSABLE VARIATION FROM JOB MIX FORMULA :The permissible variation from the job mix formula are as under...

Permissible variationBase 'B'nder

courseWearing course

Aggregate passing 19 mm sieve or larger Aggregate passing 13.2 mm, 9.5 mm Aggregate passing 4.75 mm Aggregate passing 2.36 mm, 1.18 mm, 0.6 mm Aggregate passing 0.3 mm, 0.15 mm Aggregate passing 0.075 mm

+ / - 8% + / - 7% + / - 6% + / - 5% + / - 4% + / - 2%

+ /-7%+ / - 6% + / - 5% + / - 4% + / - 3% + /-1.5%

Binder contentMixing temperature

+/- 0.3% + /- 10 Dig. C

+ /-0.3% + /-10Dlg.C


SR.NO.

ITEM TESTS TOBE

PERFORMED

METHODOF

TEST

REFERENCEDOC.

PERMISSIBLE LIMIT

FREQUENCY AGENCY REMARKS

CON

PMC

PCNTDA



4) PLANT1) METHODOLOGY

MIX GRADING


Lab / Fieldtest

Lab test

IS 2386 part I

ASTMD1559,TABLE 10.7 OF MANUAL

As per permissiblevariation indicated in jobmix formula.

MINIMUM 8.2KN@ 60 DEG.CENTIGRADEMINIMUMFLOW 2 MM ,MAX. FLOW4MM, AIRVOIDPERCENTAGE 3 - 5 ,Minimum voids(VMA) 11-13%. VFB 65-75, Bindercontent not lessthan 3.5% swelltest max. 1.5%

ONE SET OFTESTS ONINDIVIDUALCONSTITUENTS ANDMIXEDAGGREGATEFROM THEDRAYER OFEACH 400TONNES OFMIX SUBJECTTO AMINIMUM OFTWO TESTSPER PLANTPER DAY.

FOR EACH 400TONNES OFMIXPRODUCT ASET OF 3MARSHALLSOECIFICATION TOBEPREPAREDAND TESTSFORSTABILITYFLOW VALUEDENSITY ANDVOIDCONTENTSUBJECT TO AMINIMUM OFTWO TESTSPER PLANTPER DAY

P

-

-

-

A

A


ACTIVITY BITUMINOUS MACADUM

PERMISSABLE VARIATION FROM JOB MIX FORMULA :The permissible variation from the job mix formula are as under...

Permissible variation



Base/Bindercourse

Wearingcourse

Aggregate passing 19 mm sieve or larger

+ / - 8% + / -7%

Aggregate passing 13.2 mm, 9.5 mm + / - 7% + / -6%

Aggregate passing 4.75 mm + / - 6% + / -5%

Aggregate passing 2.36 mm, 1.18 mm,0.6 mm

+ / - 5% + / -4%

Aggregate passing 0.3 mm, 0.15 mm + / - 4% + / -3%

Aggregate passing 0.075 mm + / - 2% + /-1.5%

Binder content + / - 0.3% + /-0.3%


Mixing temperature + /-10 Dig.C

+ /-10Dig. C

SR.NO.

ITEM TESTS TOBE

PERFORMED

METHOD OFTEST

REFERENCEDOC.

PERMISSIBLE LIMIT

FREQUENCY

AGENCY REMARKS

CON

PMC PCNTDA

4) PLANT1) MIX

GRADINGLab / Field

IS 2386 part I

As per permissible

ONE SET OF TESTSON

METHODOLOGY


test

Lab test ASTMD1559 , TABLE 10.7 OF MANUAL

variation indicated in job mix formula.

MINIMUM 8.2 KN@ 60 DEG. CENTIGRADE MINIMUM

INDIVIDUAL CONSTITUENTS AND MIXED AGGREGATE FROM THE DRAYER OF EACH 400 TONNES OF MIX

P

-

-

-

A

A



FLOW 2 MM, MAX. FLOW 4MM,AIRVOID PERCEMTAGE 3 - 5 , Minimum voids (VMA) 11-13%, VFB65-75, Bindercontent not less than 3.5% swell test max. 1.5%

SUBJECT TO A MINIMUM OF TWO TESTS PER PLANT PER DAY.

FOR EACH 400TONNES OF MIX PRODUCT A SET OF 3 MARSHALL SOECIFICATION TOBE PREPARED AND TESTS FOR STABILITY FLOW VALUE DENSITY AND VOID CONTENT SUBJECT TO A MINIMUM OF TWO TESTS PER PLANT PER DAY.



NO

ITEM TESTS TOBE

METHOD OF

REFERENCE

PERMISSIBLE

FREQUENCY

AGENCY REMARKS



PERFORMED

TEST DOC. LIMITCON PMC PCNTD

AWATERSENSITIVITY FORMIX(RETAINED TENSILESTRENGTH)

LABTEST

AASHTO T 283 .TABLE10.7 OFMANUAL

MIN. 80%TEST ISREQUIREDIFRETAINEDCOATINGIS LESSTHAN 95%

INITIALLY ONESET OF 3REPRESENTATIVESPECIMENS FOREACHSOURCEOFSUPPLY.SUBSEQUENTLYWHENWARRANTED BYCHANGES IN THEQUALITY OFAGGREGATES.

- - A

Temperature(Cent.)control:a) Binderb)

Aggregatec) Dischargetempd) LayingTemp.e)

Completionof rolling.

AASHTO T 168TABLE10.7 OFMANUAL

a) 150 to163 b) 155to 163 c) 130 to163 d) 120 to160 e) Min 100

Throughout

P - A

CONTROLOFBINDERCONTENTANDGRADINGOF THEMIX

Bitumenextraction &sieving

AASHTO T 164,TABLE10.7 OFMANUAL

JMF ONETESTFOREACH400TONNESOF MIXSUBJECTTO A

P A



MINIMUM OFTWOTESTSPERPLANTPER DAY.

RATE OF SPREAD OFMIXED MATERIAL

Field Test

AS PER MORTHSPECIFICATIONS and as directed

1 per 250 sqm

REGULAR CONTROLTHROUGH CHECKS ON THE WEIGHT OF MIXED MATERIAL AND LAYER THICKNESS

P - A

DENSITY OFCOMPACTED LAYER

Field Test

AS PER MORTHSPECIFICATIONS &MANUAL

Mm. 98% ofspeciman(MARSHALL)

ONE TEST PER 200 SQM. AREA

P - A

2) TRANSPORTATION

COVERING OFVEHICLES ISMANDETORY

AS PER MORTHMANUAL

- A


ACTIVITY: BITUMINOUS MACADUM

SR.NO

.

ITEM TESTS TOBE

PERFORMED

METHOD OFTEST

REFERENCEDOC.

PERMISSIBLELIMIT

FREQUENCY

AGENCY REMARKSCON

PMCPCNTDA

3) TEST STRIP

DENSITY OF COMPACT

FIELD TEST

AS PERMORTH

AS PER JMF

SHOULD BE CONDUC

P - A MACHINERY&WORK



ED LAYER MANUAL 8.4 5 4

TED 3 DAYS IN ADVANCE OF ACTUAL STARTING OF WORK

ERSSHOULDCONTINUE IFTESTRESULTS AREWITHINTHELIMITS

MARSHALL TEST

Lab test AS PERMORTH MANUAL 8.4.5 4

AS PER JMF

SHOULD BE CONDUCTED 3 DAYS IN ADVANCE OF ACTUAL STARTING OF WORK

P - A

4)PAVER FINISHER

HEATING SYSTEM

AS PERMORTH MANUAL

P - A

SCREED VIBRATOR

AS PERMORTH MANUAL

P - A

GRADE SENSORS

AS PERMORTH MANUAL

P - A

CROSS SLOPE SENSORS

AS PERMORTH MANUAL

P - A

5) ROLLERS

VIBRATORY MECHANISM AND DEPENDANCY

AS PERMORTH MANUAL

P - A





No.

ITEM TESTS TOBE

PERFORMED

METHODOF TEST

REFERENCEDOC.

PERMISSIBLELIMIT

FREQUENC

Y

AGENCY REMARKSCON PM

C PCNTD

A

5) SEGREGATIONA) AT PLANT

AS PERMORTHMANUAL 8.4.4.2(B)

- - P - A

Material Deposited into dumpershould be uniformly distributed &not in conical shape

B) IN TRANSPORT

- - AS PERMORTHMANUAL 8.4.4.2(C)

- - P - A

While discharging into the paver finisher raise gate oftruck does not open fully

C) IN PAVER FINISHER

- - AS PERMORTHMANUAL 8.4.4.2(D)

- - P - A

FINAL SURFACE

SURFACE IRREGULARITY

FIELD TEST

MORTH MORTH Table 900-2

100% P W A

MAXIMUM PERMITTED NUMBER OF SURFACE IRREGULARITIESSurface of carriageways &

IrregularityLength (m)

Road

4 mm30075209

7 mm3007521

The maximum allowable difference between the road surface and underside or a 3 m straight-edge when placed parallel with, or at right angles to the centre line of the road at points decided shall be bituminous base courses 6 mm.





Note: - For bituminus macadam, binder content should be 2.5% instead of 3.5% stated above, all otherparameters will remain same.


NO

ITEM TESTSTO BE

PERFORMED

METHOD OFTEST

REFERENCE DOC.

PERMISSIBLE LIMIT

FREQUENCY

AGENCY REMARKS

CON PMC

PCNTDA

FINAL TEST

TOLLERENCEIN SURFACE LEVELS for bituminouscourses in flexible pavement

FIELD TEST

AS PER TABLE NO 900 -1 OF MORTHSPECIFICATIONS

+ 6 to - 6 mm


P W A

JOINTS - LONG / TRANSVERSE AND LOCATION WITH RESPECT TO CHAINAGES FOR STAGGERING IN VARIOUS LAYERS

-

AS PERCL NO 8.4.4.3 OF MORTHMANUAL

- - -

EXTRACTION TEST FOR BITUMEN CONTENT AND AGGREGATE GRADATION

FIELD/LAB TEST

AS PERMORTHSPECIFICATIONS

JMF 2per day P W/R A




ACTIVITY: DENSE BITUMINOUS MACADAMSr.No.

ITEM Tests tobe

Performed

Method ofTest

ReferenceDoc.

PermissibleLimit

Frequency AGENCY REMARKSCO

NPMC

PCNTDA

1 BITUMINOUSMACADAM 75MMTHICK

QUALITY OF BITUMEN

Lab Test

IS 73:1992

As per IS 73:1992


R A

TEMP AT THE TIME OF MIXING 150-163 DEG.CENT

Ingredient Aggregate

Lab/Field Test

MORTH

MORTH Table 500-4 grade 1

PERMISSIBLE VARIATION SHOULD BE AS PER 8.4.7.8 OF MANUAL IF ANY CHANGES IN THE SOURCE OF MATERIALS IS PROPOSED,A NEW JOB MIX FORMULA SHOULD BE ESTABLISHED BEFORE ACTUALLY

P - A



USING THE MATERIALS

PERMISSIBLE GRADATION :The aggregate mix, as used in work, shall not vary from the low on one sieve tothe high limit on the adjacent sieve but shall be well graded.

Table 500-4.Sieve Size

mm% by Wt.Passing

Grading 145 100

26.5 75-10022.4 60-9511.2 30-555.6 15-352.8 5-20

90 Micron 0-5


tender notice no 21/2007-08

Documents