rites limited pkg-iii... · rites limited (a government of india enterprise) ... section...

1 | P a g eSignature of the tendererunder the seal of the firm

RITES LIMITED(A GOVERNMENT OF INDIA ENTERPRISE)

NIT No.02/OT/NTPC-LARA/MAJOR BRIDGE/PKG-III / 2015 Dated 01-12-2015

NAME OF WORK: Construction of Major Bridges (Package- III) 1 no Railbridge across Kelo river at Ch: 16/839Km of span(7x30.5m, open web girder), 1 no Road Bridge on NH-49at Ch: 18/010Km of span (3x36.0m+1x18.0m) , 1 no roadbridge on SH at Ch: 3/048 Km of span (1x36.0m) and 1 noroad bridge on PWD road at Ch: 17/475Km of span(1x36.0m) along with its approach road work with RE walltechnique on NTPC-Lara MGR Railway siding Project inRaigarh District, Chhattisgarh State

PART – 2FINANCIAL BID

SCHEDULE (BILL) OF QUANTITIES(PERCENTAGE RATE CONTRACT)

Issued to (Name of Tenderer):________________________________________

Address of tenderer:_________________________________________________

Signature of officer issuing the documents___________________

Designation _______________________________

Date of Issue___________________

RITES LIMITED(A Govt. of India Enterprise)

Regional Project Office, RAIGARH40/424, Rajat Shree House, 1st Floor,

Near SBI Kotra Road, Raigarh-496001 (Chhattisgarh)E-mail: [email protected], [email protected]


PART – 2

FINANCIAL BID

SCHEDULE (BILL) OF QUANTITIES

PERCENTAGE RATE CONTRACT

Name of work: Construction of Major Bridges (Package- III) 1 no Railbridge across Kelo river at Ch: 16/839Km of span(7x30.5m, open web girder), 1 no Road Bridge on NH-49at Ch: 18/010Km of span (3x36.0m+1x18.0m) , 1 no roadbridge on SH at Ch: 3/048 Km of span (1x36.0m) and 1 noroad bridge on PWD road at Ch: 17/475Km of span(1x36.0m) along with its approach road work with RE walltechnique on NTPC-Lara MGR Railway siding Project inRaigarh District, Chhattisgarh State

POINT TO BE NOTED WHILE QUOTING PERCENTAGE RATE

1. The time allowed for completion will be 18 (Eighteen) months from thedate of start which is defined in schedule-F under clause 5.1a of clause ofcontract.

2. Where tender has been invited on percentage rate basis, percentages onthe estimated cost (whether above or below) are to be quoted forschedule.


(PERCENTAGE TO BE QUOTED BY THE BIDDER)

Schedule-AConstruction of Br. No-58 LP (Kelo River) at C: 16/839Km, 61 LP(ROB) at Ch: 17/475Km & 62 LP (ROB) at Ch: 18/010Km

SECTION DESCRIPTION TOTALESTIMATED

COST(INRUPEES)

PERCENTAGE ABOVE (+) ORBELOW (-) OF TOTAL

ESTIMATED COST(SECTION WISE)

TOTAL QUOTED AMOUNT BASED ONPERCENTAGE QUOTED (+) OR (-)

(RUPEES) (SECTION WISE)

IN WORDS IN FIGURES IN WORDS(RUPEES)

IN FIGURES(RUPEES)

I Earth work inFormation

6,09,45,740.00

II Road work 18,29,02,617.00

III Bridge work 46,63,08,752.00

TOTAL AMOUNT OFSCHEDULE-A (RUPEES)

71,01,57,109.00 ______

LESS REBATE ( %) IF ANY (IN WORDS) ______

LESS REBATE ( %) IF ANY (IN FIGURES) ______

NET QUOTED COST OF SCHEDULE-A _______

* Strike out which is not applicable

i) SIGNATURE OF AUTHORISEDSIGNATORY OF TENDERER

ii) NAME OF SIGNATORYiii) NAME AND SEAL OF TENDERERiv) DATEv) PLACE

Note:TENDERERS ARE REQUESTED TO QUOTE THEIR RATE IN THIS PAGE ONLY AND NOT IN SCHEDULES, BASIC ESTIMATED RATES HAS BEEN SHOWN INSCHEDULES FOR GUIDENCE


(PERCENTAGE TO BE QUOTED BY THE BIDDER)

Schedule-BConstruction of Br. No-9 LP (ROB) Ch: 3.048 Km

SECTION DESCRIPTION TOTALESTIMATED

COST(INRUPEES)

PERCENTAGE ABOVE (+) ORBELOW (-) OF TOTAL

ESTIMATED COST (SECTIONWISE)

TOTAL QUOTED COST BASED ONPERCENTAGE QUOTED (+) OR (-)

(RUPEES) (SECTION WISE)IN WORDS IN FIGURES IN WORDS

(RUPEES)IN FIGURES

(RUPEES)I Earth work in

Formation2,08,67,247.00

II Road work 9,31,44,301.00

III Bridge work 9,93,66,520.00

TOTAL AMOUNT OFSCHEDULE-B (RUPEES)

21,33,78,068.00 ______

LESS REBATE ( %) IF ANY (IN WORDS) ______

LESS REBATE ( %) IF ANY (IN FIGURES) ______

NET QUOTED COST OF SCHEDULE-B _______

* Strike out which is not applicable

i) SIGNATURE OF AUTHORISEDSIGNATORY OF TENDERER

ii) NAME OF SIGNATORYiii) NAME AND SEAL OF TENDERERiv) DATEv) PLACE

Note:TENDERERS ARE REQUESTED TO QUOTE THEIR RATE IN THIS PAGE ONLY AND NOT IN SCHEDULES, BASIC ESTIMATED RATES HAS BEEN SHOWN INSCHEDULES FOR GUIDENCE


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Description of Item UNIT QTY. Ratein Rs.

Amountin Rs.

Schedule-AConstruction of Major Bridge (Package-III) Br. No-58 LP (Kelo River) at C: 16/839Km,61 LP(ROB) at Ch: 17/475Km & 62 LP (ROB) at Ch: 18/010Km

Section-I (Earth work in Formation )1 Clearing jungle including uprooting of rank

vegetation, grass, brush wood, trees andsaplings of girth upto 30 cm measured at aheight of 1m above ground level andremoval of rubbish upto a distance of 50 moutside the periphery of the area cleared.

Sqm 126220 7.64 9,64,321.00

2 Felling trees of the girth (measured at aheight of 1 m above ground level),including cutting of trunks and branches,removing the roots and stacking ofserviceable material and disposal ofunserviceable material.

a) Girth over 30 cm and upto 60 cm Each 176 128.28 22,577.00b) Girth over 60 cm and upto 1.5m Each 178 350.11 62,320.00c) Girth over 1.5m upto 3 m Each 163 695.33 1,13,339.00d) Girth over 3 m Each 53 1166.39 61,819.003 Dismantling cement concrete manually / by

mechanical means including disposal ofmaterial upto a lead of 2Km includingloading, unloading & stacking as perdirection of Engineer-in - charge. (Forencased pipe culvert)The rate shallinclude cost of labour, tools & plants &other incidental charges as complete workin all respect as per direction of Engineer-in-charge

Cum 39 1086.07 42,357.00

4 Dismantling R.C.C. work by manually/mechanical means and disposal ofdismantled materials up to a lead of 2kilometre including loading, unloading &stacking serviceable and unserviceablematerial separately including cuttingreinforcement bars. (For encased pipeculvert)The rate shall include cost oflabour, tools & plants & other incidentalcharges as complete work in all respect

Cum 63 1503.73 94,735.00


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Amountin Rs.

5 Dismantling Brick work masonry manually /by mechanical means including stacking ofserviceable material and disposal ofunserviceable material upto a lead of 2Kmincluding loading, unloading & stacking asper direction of Engineer-in Charge: Therate shall include cost of labour, tools &plants & other incidental charges ascomplete work in all respect as perdirection of Engineer-in-charge

Cum 170 895.90 1,52,303.00

6 Removing all type of hume pipes andstacking within a lead up to 1000 metersincluding earthwork and dismantling ofmasonry works around pipes complete asper direction of Engineer-In-Charge.

-

a) Up to 1000 mm dia Meter 35.00 400.00 14,000.00

7 Earth work in filling in railway/roadformation for , guide bunds, around buriedtype abutments, bridge gaps, trolleyrefuges, rain bunds, if provided, platformsetc. in layers not more than 30cmcompacted thick with contractor's labour,material, crew, fuel etc.as per profile andspecification in all types of soil, other thanblack cotton soil from outside the NTPCland boundary entirely arranged by thecontractor at his own cost as per RDSO'slatest guidelines and specifications andspecial condition of contract including allleads, lifts, ascents, descents, handling/re-handling, crossing of nallahs or any otherobstructions. The rates shall includebreaking clouds, spreading & dressing ofbank to final profile etc as a complete jobbut excluding compaction. The rate alsoincludes all taxes, octroi, royalty, testing &all incidental charges.

Cum 129351 259.46 335,61,410.00


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Amountin Rs.

8 Supplying and Spreading of approvedquality of blanketing material inrailway/road formation in layers notmore than 30cm compacted thick as perIR Specifications and RDSO's guide linesGE:G1 July 2003/as per MORTHspecification, inclusive of all taxes, royalty,transport charges, handing, re-handling,dressing of the formation including makinggood all undulations. The rate is inclusiveof surfacing & leveling to give requiredslope, benching, if required on existingbank slope, dressing and finishing of bank,all lead & lift, ascent, descent, crossing ofnallahs / other obstructions, spreading thematerial and final dressing of slopes andtop surface as per specified camber usingcontractor’s own machinery, equipment,T&P, labour etc. as a complete job butexcluding compaction.

Cum 45118 454.78 205,18,764.00

9 Extra for mechanical compaction ofearth/blanketing material filled inembankment with contractor’s rollers ofsuitable capacity, type and size to achievespecified density as per specification,testing as per IS codes including cost ofwater, T&P, consumable material and alllabour as a complete job. The work is to beexecuted as per Latest edition of"Guidelines for Earthwork in RailwayProjects" issued by RDSO, Lucknow.

Cum 174469 18.36 32,03,251.00

10 Providing & laying stone pitching handpacked over ground or bank dressed tosection as directed by Engineer in charge.The rate shall include cost of all materials,leads & lifts, taxes, royalty, transportationascent & descent labour, tools & plants &other incidental charges as complete workin all respect. Stone boulders not lessthan 30 kg each and not more than 54kgeach).

Cum 1136 1879.00 21,34,544.00

Total of section-I of Sch-A= 6,09,45,740.00


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Amountin Rs.

Section-II ( ROAD WORK)11 Dismantling of flexible pavements and

disposal of dismantled materials up to alead of 1000 meters, stacking serviceableand unserviceable materials separately andas per relevant clauses of section-200.

11.1 Bituminous courses Cum. 1127 542.00 6,10,834.0012 Scarifying Existing Granular Surface to a

depth of 50 mm (Scarifying the existinggranular road surface to a depth of 50 mmand disposal of scarified material within alllifts and leads up to 1000 meters ) as perclause 305.4.3 of MORTH Specification

Sqm 8726 18.00 1,57,068.00

13 Construction of granular sub-base byproviding graded Material, carriage ofmixed Material to work site, spreading inuniform layers, with motor grader onprepared surface watering, rolling andcompacting with vibratory power roller atOMC to achieve the desired density,complete as per clause 401 of MORTHSpecification

13.1 For Sub-base cum drainage layer or uppersub-base with Grading-VI Material asper table 400-1 of MORTH specificationNOTE: Plant mix method (withMechanically crushed stone only)

Cum. 16250 1363.00 221,48,750.00

14 Wet Mix Macadam (Providing, laying,spreading and compacting graded stoneaggregate to wet mix macadamspecification including premixing theMaterial with water at OMC in mechanicalmix plant carriage of mixed Material bytipper to site, laying in uniform layers withpaver in sub- base / base course on wellprepared surface and compacting withvibratory roller to achieve the desireddensity as per clause 406. of MORTHSpecification

Cum. 8274 1434.00 118,64,916.00

15 Water Bound Macadam (Providing, laying,spreading and compacting stoneaggregates of specific sizes to water boundmacadam specification including spreadingin uniform thickness, hand packing, rollingwith vibratory roller 8-10 tonnes in stagesto proper grade and camber, applying and


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brooming requisite type ofscreening/binding Materials to fill up theinterstices of coarse aggregate, wateringand compacting to the required density asper clause-404 of MORTH Specification.)

a) Grading- II ( 63 to 45 mm size aggregate)i) Using Screening Crushable type such as

Moorum or GravelCum 1643 1449.00 23,80,707.00

b) Grading- III ( 53 to 22.4 mm size aggregate)i) Using Screening Crushable type such as

Moorum or GravelCum 1612 1476.00 23,79,312.00

16 Prime coat (Providing and applying primercoat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) onprepared surface of granular Base includingclearing of road surface and sprayingprimer using mechanical means as perclause 502 of MORTH Specification

16.1 on WBM/WMM surface @0.85 Kg/Sqm. Sqm 42483 64.00 27,18,912.0017 Tack coat Providing and applying tack coat

with bitumen emulsion (RS-1, gradeconfirming to IS:8887) using emulsionpressure distributor on the preparedbituminous/granular surface cleaned withmechanical broom and as per clause 503 asper MORTH Specification

17.1 Granular surfaces treated with primes @0.30 kg /Sqm

Sqm 42483 17.00 7,22,211.00

18 Dense Bituminous Macadam (Providingand laying dense bituminous macadamwith minimum 40-60 TPH capacity HMPusing crushed aggregates of specifiedgrading, premixed with bituminous binder@ 4.0 to 4.5% by weight of total mix of mixand filler, transporting the hot mix to worksite, laying with a hydrostatic paver finisherto the required grade, level and alignment,required thickness, rolling with smoothwheeled, vibratory and tandem rollers toachieve the desired compaction as perMORTH specification clause No.505complete in all respects as per MORTHSpecification)

18.1 for Grading-I (37.5 mm nominal size,bitumen content 4.0%)

Cum 2253 7269.00 163,77,057.00


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Amountin Rs.

19 Bituminous Concrete (Providing and layingbituminous concrete with minimum 40-60TPH capacity hot mix plant using crushedaggregates of specified grading, premixedwith bituminous binder @ 5.0 to 6.0% byweight of total mix of mix and filler,transporting the hot mix to work site,laying with a hydrostatic paver finisher tothe required grade, level and alignment,and required thickness, rolling with smoothwheeled, vibratory and tandem rollers toachieve the desired compaction as perMORTH specification clause No. 507 as perMORTH Specification complete in allrespects)

19.1 for Grading I (19 mm nominal size) withbitumen 5.5 %

Cum 889 9282.00 82,51,698.00

20 Mastic Asphalt (Providing and laying 25mmthick mastic asphalt wearing course withpaving grade bitumen meeting therequirements given in table 500-39prepared by using mastic cooker and laidto required level and slope after cleaningthe surface, including providing antiskidsurface with fine-grained hard stonechipping of 13.2 mm nominal size pre-coated with bitumen at the rate of0.005cum per 10 Sqm and at anapproximate spacing of 10 cm center tocenter in both directions, pressed intosurface when the temperature of surfacesnot less than 1000C, protruding 1 mm to 4mm over mastic surface, all complete asper clause-516 as per MORTHSpecification.)

Sqm 13586 511.00 69,42,446.00

21 Open-Graded Premix Surfacing (Providing,laying and rolling of open - graded premixsurfacing of 20 mm thickness composed of13.2 mm to 5.6 mm aggregates either usingbitumen to required line, grade and levelto serve as wearing course on a previouslyprepared base, including mixing in asuitable plant, laying and rolling with asmooth wheeled roller 8-10 tonnecapacity, finished to required level andgrades as per clause 510 of MORTHSpecification)


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Amountin Rs.

a) Mechanical method using Bitumen andminimum 40-60 TPH capacity hot mixplant. With mechanical paver finisher.

Sqm 15798 122.00 19,27,356.00

22 Seal Coat (Providing and laying seal coatfor sealing the voids in a bituminoussurface laid to the specified levels, gradeand cross fall including rolling and finishingusing Type A and B seal coats as per clause511 of MORTH Specification)

a) Type-„A‟ (Providing and laying liquid sealcoat comprising of an application of a layerof binder followed by a cover of stonechips of 6.7mm size)

Sqm 15798 62.00 9,79,476.00

23 Retro- reflectorized Traffic signs (Providingand fixing of retro reflectorized cautionary,mandatory and informatory sign as perIRC:67-2012 made of Micro prismatic gradetype reflective sheeting vide clause 801.3,fixed over aluminum sheeting, 1.5 mmthick supported on a mild steel frame ofsize 40 x 40 x 5 mm and mild steel angleiron post 75 mm x75 mm x 6mm firmlyfixed to the ground by means of properlydesigned foundation with M15 gradecement concrete 45 cm x 45cm x 60cm, 60cm below ground level as per approveddrawing)

a 90 cm equilateral triangle Each 12 5170.00 62,040.00b 60 cm circle Each 4 4460.00 17,840.00c 80 cm x 60 cm rectangular Each 4 6533.00 26,132.00

24 Painting Lines, Dashes, Arrows etc onRoads in Two Coats on New Work (Paintinglines, dashes, arrows etc on roads in twocoats on new work with ready mixed roadmarking paint conforming to IS:164 onbituminous surface, including cleaning thesurface of all dirt, dust and other foreignmatter, demarcation at site and trafficcontrol )

24.1 Over 10 cm in width Sqm 44 92.00 4,048.0024.2 Up to 10 cm in width Sqm 22 82.00 1,804.00

REINFORCED EARTH RETAINING WALL25 Construction of Reinforced Earth Structure

(RES) complete as per approved drawingsand Technical specifications clause 3100 asper MORTH Specification.


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Amountin Rs.

25.1 (a) Providing and erecting precast concretefacia panels of 0.18m thickness of M35grade concrete complete as per MORTHtechnical specification 3100 or as directedby the Engineer-in-charge including allfasteners required for connectingreinforcing elements.

Sqm 19669 1283.61 252,47,325.00

25.2 (b) Providing and placing With reinforcingelements of synthetic geogrids of grade asper design in accordance with clause 3100as per MORTH specification with min gradeshall be type -3 as per IRC 102: 2014.

Sqm 83826 217.08 181,96,948.00

NOTE FOR RE WALL: The Design andapproval from RITES/Railways/ConcernedRoad Authorities is scope of Contractor forRE Wall construction.

26 Providing and laying of Back fill materialconsisting of granular materials of GW, GP,SW groups as per IS 1498-1970 in requiredprofile behind boulder filling of abutments,wing walls / return walls etc above bedlevel with all labour and material completejob as per drawing and technicalspecification of RDSO Guidelines.

Cum. 2453 905.00 22,19,965.00

27 Earth fill with selected granular material inlayers in approaches of ROB over Geosynthetic Grid mesh which is to be retainedby wall including, grading and compactioncomplete (Earth will be predominantlycoarse grained soil with angle of frictionnot less than 30 degree and only 10 % ofparticles of soil are allowed to pass through75 micron sieve) as per drawing and andMORTH Technical specifications clause3100/ or as directed by the Engineer-in-charge.

Cum 39496 905.00 357,43,880.00

28 construction of Sub surface drain 200m diausing geotextiles treated with carbon blackwith physical properties as given in clause702.2.3 formed in to a stable network andplanar geocomposite structure, jointswrapped with geotextile to prevent ingressof soil etc as per IRC SP 102-2014 andMORTH Technical specifications clause3100 or as directed by the Engineer-in-charge.

PerMetre

3180 738.00 23,46,840.00


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29 Providing and laying of Filter media withgranular materials/stone crushedaggregates satisfying the requirements laiddown in clause 2504.2.2. of MORTHspecifications to a thickness of not lessthan 600 mm with smaller size towards thesoil and bigger size towards the wall andprovided over the entire surface behindabutment, wing wall and return wall to thefull height compacted to a firm conditioncomplete as per drawing and technicalspecifications 710.1.4 of I.R.C. 78 and 2200as per MORTH Specification.

Cum. 11202 1926.00 215,75,052.00

Total of section-II of Sch-A= 18,29,02,617.00Section-III ( Bridge Work)

30 Earthwork in excavation for foundationsand floors of the bridges, Abutment, pier,RCC box, retaining walls, drop wall, drainetc. including setting out, dressing of sides,ramming of bottom, getting out theexcavated material, back filling in layerswith approved material and consolidationof the layers by ramming and watering etc.including all lift, disposal of surplus soilupto a lead of 50m, all types of shoring andstrutting with all labour and materialcomplete as per drawing and technicalspecification as directed by Engineer incharge

30.1 All conditions & all types of soil exceptrock

Cum. 13111 301.40 39,51,655.00

30.2 All conditions & all types of Soft Rock notrequiring blasting

Cum. 2929 428.60 12,55,369.00

30.3 Hard rock requiring blasting Cum. 306 454.35 1,39,031.00NOTE FOR EARTHWORK IN EXCAVATION:I. Payment shall be made only for the

quantity of earthwork to be excavatedso as to cover the length, breadth anddepth of the foundation (as perapproved drawings below ground level)

II. Payment will be made @75% of thequantity of work done after excavationand balance 25% after backfilling/removing the excess earth work as perthe direction of Engineer-in Charge.


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III. In case the ground is undulated, it willbe the first dressed and no extrapayment will be made on this account

IV. The quantity of earthwork shall becalculated on the basis of specifieddimension of the finished foundationand no allowance shall be made forside slopes etc. The contractor shallhowever provide adequate slopes,Shoring, Shuttering to ensure safetyagainst slope failure.

31 Leading of cut spoil/excavated earth toapproach bank or at indicated placesbeyond free lead of 50 m with all lifts asdirected by Engineer-in-Charge

31.1 Lead beyond 50m upto 1 km Cum. 3278 99.44 3,25,964.0031.2 Lead beyond 1Km upto 2 km Cum. 3278 113.29 3,71,365.0032 Supplying, spreading and filling coarse sand

of approved quality including watering andramming in foundation, plinth for a requiredepth as per approved drawing and as perdirection of Engineer-in-charge. The rateincludes all lead, lift, ascent, descent,crossing of Railway line etc. complete withcontractor’s labour, machinery, materials,tools and plant.

Cum. 115 910.25 1,04,679.00

33 Providing and laying in position machinemixed, machine vibrated and machinebatched Design Mix Cement Concrete M-20 grade (cast in-situ) for Apron, DropWall, Wearing Course and couping etcusing 20mm graded crushed stoneaggregate with screening and cleaning ofaggregate and coarse sand of approvedquality. The rate includes cost of design ofconcrete mix, cement, sand, aggregates,admixture, providing of thermocoal atexpansion joint, labour, tools & plant,manufacturing of concrete by batchingplant, Placement of concrete usingconcrete pump, compaction, curing ofconcrete up to specified period in allrespect including royalty of aggregates, alllead, lift, crossing road / track etc andfinishing complete as per drawings andtechnical specifications as directed by


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Engineer in charge. The contractor has toconstruct the approach road to site at hisown cost, if required. No extra payment willbe made for this. Shuttering & centeringshall be paid separately.

33.1 All works upto avg ground level Cum 860 6220.00 53,49,200.0033.2 All works above avg. ground level Cum 675 6938.00 46,83,150.0034 Centering and shuttering including strutting,

propping etc. and removal of form work forCC/RCC raft foundation, Apron, Abutment,pier, wing walls, return walls, drop wall, toewall, drain, road etc, Approach slab atformation level, Dirt wall/ ballast wall atformation level. In Bottom/top slab, sidewalls, toe wall, parapet and haunches fillinghead walls or any other componentincluding all complete

-

34.1 Foundations, footings, bases for columns ofpier, abutment, return wall, toe wall , REwall footing etc)

Sqm 3722 196.45 7,31,187.00

34.2 Retaining walls, return walls, RCC Box walls(any thickness) including attached pilasters,buttresses, plinth and string courses fillets,kerbs and steps etc above footing.

Sqm 9013 360.80 32,51,890.00

34.3 Columns, piers, abutments, pillars, posts andstruts above footing

Sqm 12817 453.35 58,10,587.00

34.4 Suspended floors, roofs, landings, balconiesand access platform.

Sqm 1240 493.55 6,12,002.00

34.5 Walls (any thickness) including attachedpilasters, buttresses, plinth and stringcourses etc

Sqm 877 360.80 3,16,422.00

34.6 Lintels, beams, plinth beams, girders,bressumers and cantilevers. For constructionof composite girders etc & as instructed byEngineer-in-Charge. The rate includes toprovide the suitable shuttering as per thespecifications of RDSO Drg/ Bridge Code.

Sqm 2385 423.65 10,10,405.00

35 Providing and laying in position machinemixed, machine vibrated and machinebatched Design Mix Cement Concrete M-35grade (cast in-situ RCC/CC) for bridgeconstruction of Apron, RCC box, return wall,abutment, pier etc. using 20mm gradedcrushed stone aggregate with screening andcleaning of aggregate and coarse sand ofapproved quality The rate includes cost ofdesign of concrete mix, cement, sand,


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aggregates, admixture, providing of thermocoal at expansion joint, labour, tools & plant,manufacturing of concrete by batchingplant, Placement of concrete usingconcrete pump, compaction, curing ofconcrete up to specified period in all respectincluding all lead, lift, crossing road / tracketc and finishing complete as per drawingsand technical specifications as directed byEngineer in charge. The contractor has toconstruct the approach road to site at hisown cost, if required. No extra payment willbe made for this. Cost of steelreinforcement, shuttering & centering shallbe paid separately.

35.1 All works upto avg ground level Cum. 4680 6449.00 301,81,320 .0035.2 All works above avg ground level Cum. 5689 7168.00 407,78,752 .0036 RCC M-40 design mix with contractor's well

graded machine crushed aggregate of size20mm and below, sand of approved qualitywith contractor's staging, form workcomplete in deck slab, cross girder, endgirder, diaphragm, bed block, pier cap,abutment cap, dirt wall, padestral, and atany other places as directed by engineer-in-charge etc. of RCC girder as per approveddrawings, the rate includes all labour andmaterial with all lift, lead, royalty, taxes etc.complete as required. The contractor has toarrange water with any lead at their owncost. The payment for reinforcement steelwill be made separately under relavant itemsof the tender schedule.

Cum. 1804 7244.00 130,68,176 .00

37 Supplying and Laying steel reinforcementThermo Mechanically Treated- TMT 500/550in RCC works and surface reinforcementof CC works including straightening,cutting, bending, hooking, placing inposition and binding with contractor'sbinding wire of requisite gauge allcomplete as per approved drawing &specifications. The rate include cost of alltools and plants, testing etc. Allreinforcement steel shall be TMT 500/550grade procured from primary producersSAIL, TISCO & RINL.

MT 1593 68100.00 1084,83,300.00


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38 Providing and laying in position machinemixed, machine vibrated and machinebatched Design Mix Cement Concrete M-25grade (cast in-situ RCC/CC) for road, Drainetc. using 20mm graded crushed stoneaggregate with screening and cleaning ofaggregate and coarse sand of approvedquality The rate includes cost of design ofconcrete mix, cement, sand, aggregates,admixture, providing of thermo coal atexpansion joint, labour, tools & plant,manufacturing of concrete by batchingplant, Placement of concrete usingconcrete pump, compaction, curing ofconcrete up to specified period in all respectincluding all lead, lift, crossing road / tracketc and finishing complete as per drawingsand technical specifications as directed byEngineer in charge. The contractor has toconstruct the approach road to site at hisown cost, if required. No extra payment willbe made for this. Cost of steelreinforcement, shuttering & centering shallbe paid separately.

38.1 All works upto avg ground level Cum. 211 6296.15 13,28,488.0038.2 All works above avg ground level Cum. 227 7014.55 15,92,303.00

39 Supplying and providing Boulder Backingbehind wing wall, return wall, retaining wallwith hand packed boulders & cobbles withsmaller size boulders toward the backincluding. The rate shall include cost of allmaterials, leads & lifts, taxes, royalty,transportation ascent & descent labor,tools& plants & other incidental charges ascomplete work in all respect. 600 mm thickbehind the walls with boulders size200mm to 250mm dia approx.

Cum 718 504.15 3,61,980.00

40 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wingwall/return wall with 100 mm dia. AC pipe,extending through the full width of thestructure with slope of 1 V: 20 H towardsdrawing face. Complete as per drawing andTechnical specifications section 2706 and2200 of MORTH Specification

PerMetre

2362 321.00 7,58,202.00


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41 Providing and fixing in position strip sealtype expansion joint with a total allowablemovement of 80mm complete as perMORTH drawing and specification as perclause 2607 to 2610 of MORTHspecification of road and bridges workincluding acceptance testing as specifiedwith manufacturer's recommendations.Entire installation is to be carried outstrictly in presence of manufacturer’srepresentative only. The seal of expansionjoint shall be such that so as not to permitany dust collection at all times.

PerMetre

87 11124.00 9,67,788.00

42 Supplying, laying, jointing, fitting and fixingin position of drainage spout with CIgrating of 250 mm x 250 mm sizeconnected with 150 mm dia G.I. pipe asdirected by engineer-in-charge including alllead and lift etc. the rate includes supply ofG.I. pipe, cutting, threading, fitting, fixingthe pipe securing it in slab and parapetwall.

Each 254 2007.00 5,09,778.00

43 Providing and applying two coats of coaltar or bitumen confirming to IS 3117 - 1965on the top and sides of RCCbox/slabs/footings etc. @ 1.70 Kgs / Sqmafter cleaning the surface with all labourand materials complete job as directed bythe Engineer

Sqm 2768 192.80 5,33,670.00

44 Supplying of all types of structural steelconforming to Fe 410 B of IS:2062,fabrication, assembling, erection / slewing/ end launching of steel girders (Notrequiring traffic block) upto 45.7 M span onsub-structure incl. provision of trolleyrefuges, if reqd. complete as per approveddrawing incl. one coat of Zinc chromeprimer to 1S-104 & one coat of ZincChrome Red Oxide to IS 2074 and paintingas per IRS-B-1 on all members, (Detailedfabrication and erection drawings &launching methodology will be preparedand got approved by the contractor fromRITES/, Railway,/Respective authorities asapplicable). Rate include fabrication of allthe types of battens, bracings, ties,stiffeners, packing, diaphragms, shop


SL.No.


Amountin Rs.

rivets / welding, T&F bolts, drifts, shopwelds, templates, jigs, fixtures, back upsupports, accessories, transporting variouscomponents from fabrication shop. to site,including loading, unloading, lift and taxescomplete. assembly of girders' on-drifts/bolts, field riveting/welding,assembling of temporary support for sideslewing, raising of girders to the bed blocklevel, providing sliding arrangements andslewing the girder in position, lowering ofgirder on bearings and bed plates. Groutingholes in the bed block for fixing of HDbolts/anchor pins of bed plates, alltemporary arrangements. The bearing setsto - be provided with the girders will bepaid separately as per relevant itemseparately.Payment Schedule(i) Material at site – 40%(ii) Fabrication at site – 15%(iii) Erection/Launching – 20%(iv) Completion incl. painting & finishing –

25%44.1 Open web Girder MT 435.37 146314.00 637,00,726.0044.2 steel girders (For Composite Construction-

ROB)MT 924 146314.00 13,51,94,136.00

NOTE FOR GIRDER OF ITEM NO:44I. All welds are to be made by approved

welder using approved weldingprocedure.

II. The rates are deemed to include costof rivets, drifts, bolts and nuts,riveting/welding etc.

III. Any temporary arrangementstrengthening of member (s) ifrequired in connection with launchingof girders shall be at contractor's costincluding restoring it back as peroriginal standard drawing.

IV. On completion of work the contractorshall clear all temporary staging andother arrangements and obstructionand restore it to its original position.

V. Contractor has to ensure propercamber as per drawing irrespective ofLaunching scheme.


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Amountin Rs.

VI. The rates are deemed to include alllabour, tools, plants, equipment,machinery, cranes etc. all leads, lifts,,fuel, electric charges etc., completefor all material unless specifiedotherwise.

VII. All but welds are to be examinedradio graphically. All other welds maybe examined by radiographic or anyother nondestructive methods whichare equally effective. All the weldsshall also be examined by liquidpenetrant flaw detection method orby magnetic particle flaw detectionmethod as per IS- 3658 and 3703.

VIII. Detailed launching scheme along withdesign of formwork should beprepared by the contractor and shallbe got approved from RITES & Railway& concerned authorities at his owncost and nothing extra shall be paidon this account.

IX. All Layers of painting should beseparately got approved by contractorfrom engineer-in-charge or hisauthorised representative.

X. Fabrication shall be done with RDSOapproved agency.

XI. Structural steel shall be procuredfromSAIL/TISCO/IISCO/RINL/JINDAL/ESSAR/ISPAT Industries Ltd/LLOYED steelonly

XII. Fabricated Girders shall be gotinspected by Contractor fromRDSO/RITES. Inspection charges shallbe borne by Contractor. All welds areto be made by approved welder usingapproved welding procedure.

45 Supplying, fitting and fixing in position trueto line and level POT-PTFE bearingconsisting of a metal piston supported by adisc or un reinforced elastomer confinedwithin a metal cylinder, sealing rings, dustseals, PTFE surface sliding against stainlesssteel mating surface, complete assembly tobe of cast steel / fabricated structural steel,


SL.No.


Amountin Rs.

metal and elastomer elements complete asper IS 2062, IS:1030, AISI:304, AISI:316,IS:6911, BS:3784, IS:3400, IS:226, BS-5400,Bridge code and as per drawing andapproved Technical Specifications. Thedesign of the bearings shall be submittedby the manufacturers/contractor and gotapproved from Railway before fixing. Testreport of the bearings should be gotapproved before the materials are liftedfrom the manufacturer premises. Paymentis based on 250 MT capacity of Bearing(Concrete face should be abraded bychipping in grinding and properly cleanedbefore laying epoxy mortar).POT-PTFE Bearings Nos. 48 137310.00 65,90,880.00

46 Supplying, fitting and fixing in position trueto line and level elastomeric bearingconforming to IRC: 83 (Part-II) section IXand clause 2005 of MORT&H specificationscomplete including all accessories as perdrawing and Technical Specificationssection 2000 and 2200 of MORTH.

PerCubicCentimeter

1060290 1.00 10,60,290.00

47 Load testing of one or more spans ofbridge as selected by the Engineer as perapproved load test procedure followingrelevant IS/IRC/Railway codes withcontractor’s labour, deflection measuringinstruments, loading materials, recodingand analyzing the load testing resultsincluding all lead & lift, etc. complete asrequired. The rates are all inclusive and willbe paid after load test is finished and girderis cleared of the kentledges /loadingmaterial etc. The load shall be 1.25 timesthe stipulated design load Based on Designload & not span

47.1 For Span design load upto 100 MT Each 2 83471.91 1,66,944.0047.2 Extra for every increase of 100 MT or part

thereof in the span load capacity upto 800MT

Each100m

1 82121.41 82,121.00


SL.No.


Amountin Rs.

Steel Channel Sleeper & Fastening

48 Supply and Transportation of ElastomericPads and elasomeric neoprene pads ofgrooved rubber pads design of requiredspecifications, at the side of bridges withcontractors tools, plants, transportation,labour, taxes, levies, etc. complete. (Allpads shall be procured from RDSOapproved suppliers with prior approval ofEngineer-in-charge. Contractor's have tosubmit copies of challan and bill for suchprocurement. Neoprene shall have to beused in place of rubber.)-One set Consists of(i) 10 mm Thick Grooved Neoprene Ruber

Pad plates between main Rail andcanted bearing plate as per approveddrawing No- RDSO/T-5155.-2 Nos.

(ii) 6 mm Thick Grooved Rubber Pad belowGuard Rail as per drawing No- RDSO/T-5163 --4 Nos.

(iii) Channel shaped pads covering Head toT-bolts--4 Nos.

(iv) Elastomeric pad size (F-20) x 20 x 330mm as per drawing No- RDSO/B-1636/1R or (F-25) x 25 x 330 mm as perdrawing no. RDSO/B- 1636/1/R2 or ( F-20) 25/30 x 245 mm as per drawing no-RDSO/B-1636/1/R2 (ALT).-- 2 Nos.

Set 580 8569.82 49,70,496.00

49 Fabrication, assembling, galvanising,Transporting and supply of Mild steelChannel Sleepers and Grooved packingplates made from standard rolled sections(confirming to IS: 2062) as per lateststandard / approved drawing andspecification, including supply of all fittingsand fixtures duly galvanised as per thespecifications indicated in the approveddrawings and instructions of the Engineer-in-charge from time to time with allcontractor's tools, plants, materials,consumables, labour handling, lead, liftelectricity, manufacturing facility etc.complete as directed.

MT 116 130637.50 151,53,950.00


SL.No.


Amountin Rs.

50 Fixing of steel channel sleeper on bridgesat any spacing, often duly painting of Topsurface of girder with all its fitting andfixtures including fixing of running Rails ofany size, elastomeric pads, Grooved rubberpads, packing plates etc. with contractor'stools and plants, materials, consumables,labour handling, lead, lift, descent, ascentincluding all incidental works and otherexpenditure etc. complete as perinstruction of Engineer-in-charge. or hisauthorized representative. (Fixing ofelastomeric pad shall be done free of costwith contractor's supplied epoxy adhesiveand it shall be approved by RITES) (Thecontractor shall have to collect 60 Kg Railsfree of cost from RITES/ NTPC store at LaraSTPP site. Handle including all lead and liftand lay them at site, all at his cost).NOTE:

I. Tenderer has to submit detailsdrawing of channel sleeper (on thebasis of Railway Standard drawing)of the bridge after taking fieldmeasurements of the bridge. Thisdrawing will be prepared in theAuto Cad and he has to submitdrawing of every bridge in tracingpaper and CD. RITES/Railway willapprove this drawing. No extrapayment will be made for thesedrawing. Any delay inpreparation/Submission of drawingwill be on contractors account.

II. The Rates shall be inclusive of Trialassembling and fixing minimum 10sleepers (Selected at random) on anominated bridge. The large scalemanufacturing is to be taken uponly when satisfactoryperformance will be obtained ontrial.

III. The work includes cutting of steelto size and shape, drilling,assembling, welding, riveting,bolting, holing, milling, grinding,Galvanising and performance of

Each 580 4180.40 24,24,632.00


SL.No.


Amountin Rs.

any other activity required inmanufacturing of steel channelsleeper and supply of all fittingsand fixtures excluding rubber /elastomeric neoprene pads.

IV. (Care should be taken during thetransportation, loading, unloadingetc. to ensure that no damage isdone to the galvanizing. Howeverthe galvanized surface isadvertantly damaged, should bepainted as detailed below).

V. Channel sleeper shall be fabricatedfor 60 Kg Running Rail/52 Kg GuardRail.

VI. No drilling, cutting, punching orexposing the bare metal, weldingetc. will be permitted aftergalvanising.

VII. 90% of the above rate under itemno 36 & 37 will be paid on receiptof Galvanised Steel ChannelSleeper with fittings and fixtures atthe bridge site. 10% of abovepayment will be made after fixingof channel sleepers.

VIII. For Payment purpose, actualweight of finished sleeper with allM.S. fittings will be considered.This should however not vary morethan 2.5% of nominal weight ofsleeper shown in / calculated fromstandard / approved drawings.

IX. All nuts should have self-lockingscrews threaded inserts (Stainlesssteel helisert). No extra paymentshall be made for this.

X. Galvanising of steel channelsleeper with M.S. fittings shall bedone by hot dip process ofthickness 100±5 microns with zincconfirming to IS: 869-77 and IS:2628-85.

XI. For all the supplied items thecontractor has to give oneindemnity bond and shall keep theitems in safe custody by deputing


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Amountin Rs.

Day & night watchman up to thecompletion of the work. RITESwillhave no responsibility on thisaccount for theft, damage, loss etc.Payment will be entertainedaccounting the material fitted & fixedon the running lines, for the materialspaid for but not fixed on a bridge, pro-rata recovery will be made.

XII. Painting of the Galvanized surfaceadventantly damage due totransportation, if any, welding anddrilling holes at site will be done asadvised below.

XIII. Application of two coats of paintsred lead confirming to IS: 102 aspriming coats on an approvalsurface.

XIV. Application of two coats of paintsAluminium confirming to IS: 2339as covering coat as per theapproval of Engineer-in-charge.

XV. INSPECTION The finished steel channel sleepers and

grooved steel plates which areinspected and passed to the work byRITES/NTPC, should only be brought tothe work site by the contractor.

Material shall be dispatched to site ofwork by the contractor in full sets i.e.channel sleepers with all matchingcomponents fittings complete. Thematching components will be suppliedduly inspected and passed by RITES insealed gunny bags. The contractor willhave to arrange for RITES inspection attheir own cost and will be responsiblefor furnishing all test certificate duringthe dispatch of fitting. Payment will bemade only submission of all testcertificates to RITES.

51 Supply and Fixing of51.1 steel chequrred plate 840 mm wide x 6 mm

thick including nut & bolt for fittings withsleeper including fixing charges etc.complete as directed (Gas drilling is notallowed)

MT 28 125412.00 35,11,536.00


SL.No.


Amountin Rs.

51.2 Tie angle of size 65 x 65 x 6 mm includingnut & bolts for tieing with steel channelsleeper including fixing charges completeas directed. (Gas drilling is not allowed)

MT 3 104510.00 3,13,530.00

51.3 Packing plates for bridge approach sleepers(1 set = 9 sleepers) including rail screw andfixing charges.

Sets 2 36578.50 73,157.00

52 Providing and fixing 150mm dia PVC pipesfor draining storm water to drain with allbends, clamps complete as per drawingsand MORTH technical specifications clause2700 or as directed by the Engineer-in-charge.

PerMetre

614 189.10 1,16,107.00

53 Providing and fixing 65mm dia GI pipespassed through a plate over a crash barrieras per drawing including welding, paintingwith two or three coats of aluminium paintwith aluminium primer all completeaccording to the MORTH TechnicalSpecifications clause 2703 including cost ofmaterial complete as per approveddrawing.. .

PerMetre

3663 600.00 21,97,800.00

54 Painting of Bridge number and spanarrangement as per MORTH TechnicalSpecifications clause 800.

Each 6 201.00 1,206.00

55 Providing and laying Non Pressure NP-4class (Heavy duty) R.C.C. pipescollars/spigot jointed with stiff mixture ofcement mortar in the proportion of 1:2 (1cement : 2 fine sand) including testing ofjoints etc. complete where necessary. Therates includes labour, supplying from themanufacturers at site and concrete/mortarmixing for collar joint etc. Complete as perdirection of Engineer-In-Charge.

a) 450 mm dia RCC pipes Meter 964 2195.75 21,16,703.00b) 600 mm dia RCC pipes Meter 55 2870.45 1,57,875.0056 "Any other items which are not covered

will be operated as per DSR-2014/SOR forBridge Works/SOR for Road Works, C.G,P.W.D. w.e.f 01-01-2015,Total Cost is Rs.20,00,000/-

20,00,000.00

Total of section-III of Sch-A= 46,63,08,752.00Total of schedule-A (section I+II+III)= 71,01,57,109.00


SL.No.


Amountin Rs.

SCHEDULE- BConstruction of Br. No-9 LP (ROB) Ch: 3.048Km

Section-I( Earth work in Formation)1 Clearing jungle including uprooting of rank

vegetation, grass, brush wood, trees andsaplings of girth upto 30 cm measured at aheight of 1m above ground level andremoval of rubbish upto a distance of 50 moutside the periphery of the area cleared.

Sqm 42295 7.64 3,23,134.00

2 Felling trees of the girth (measured at aheight of 1 m above ground level),including cutting of trunks and branches,removing the roots and stacking ofserviceable material and disposal ofunserviceable material.

a) Girth over 30 cm and upto 60 cm Each 110 128.28 14,111.00b) Girth over 60 cm and upto 1.5m Each 132 350.11 46,215.00c) Girth over 1.5m upto 3 m Each 83 695.33 57,712.00d) Girth over 3 m Each 11 1166.39 12,830.003 Dismantling cement concrete manually / by

mechanical means including disposal ofmaterial upto a lead of 2Km includingloading, unloading & stacking as perdirection of Engineer-in - charge. (Forencased pipe culvert)The rate shallinclude cost of labour, tools & plants &other incidental charges as complete workin all respect

Cum 10 1086.07 10,861.00

4 Dismantling R.C.C. work by manually/mechanical means and disposal ofdismantled materials up to a lead of 2kilometre including loading, unloading &stacking serviceable and unserviceablematerial separately including cuttingreinforcement bars. (For encased pipeculvert)The rate shall include cost oflabour, tools & plants & other incidentalcharges as complete work in all respect

Cum 17 1503.73 25,563.00


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Amountin Rs.

5 Dismantling Brick work masonry manually /by mechanical means including stacking ofserviceable material and disposal ofunserviceable material upto a lead of 2Kmincluding loading, unloading & stacking asper direction of Engineer-in Charge: Therate shall include cost of labour, tools &plants & other incidental charges ascomplete work in all respect

Cum 76 896.90 68,088.00

6 Earth work in filling in railway/roadformation for , guide bunds, around buriedtype abutments, bridge gaps, trolley refuges,rain bunds, if provided, platforms etc. inlayers not more than 30cm compacted thickwith contractor's labour, material, crew, fueletc.as per profile and specification in alltypes of soil, other than black cotton soilfrom outside the NTPC land boundaryentirely arranged by the contractor at hisown cost as per RDSO's latest guidelines andspecifications and special condition ofcontract including all leads, lifts, ascents,descents, handling/re-handling, crossing ofnallahs or any other obstructions. The ratesshall include breaking clouds, spreading &dressing of bank to final profile etc as acomplete job but excluding compaction. Therate also includes all taxes, octroi, royalty,testing & all incidental charges.

Cum 34775 259.46 90,22,722.00

7 Supplying and Spreading of approvedquality of blanketing material inrailway/road formation in layers not morethan 30cm compacted thick as per IRSpecifications and RDSO's guide lines GE:G1July 2003, inclusive of all taxes, royalty,transport charges, handing, re-handling,dressing of the formation including makinggood all undulations. The rate is inclusive ofinitial site clearance, cutting of shrubs,removal of roots of vegetation growth &heavy grass, surfacing & leveling to giverequired slope, benching, if required onexisting bank slope, dressing and finishing ofbank, all lead & lift, ascent, descent, crossing

Cum 22504 454.78 102,34,369.00


SL.No.


Amountin Rs.

of nallahs / other obstructions, spreadingthe material and final dressing of slopes andtop surface as per specified camber usingcontractor’s own machinery, equipment,T&P, labour etc. as a complete job butexcluding compaction.

8 Extra for mechanical compaction ofearth/blanketing material filled inembankment with contractor’s rollers ofsuitable capacity, type and size to achievespecified density as per specification, testingas per IS codes including cost of water, T&P,consumable material and all labour as acomplete job. The work is to be executed asper Latest edition of "Guidelines forEarthwork in Railway Projects" issued byRDSO, Lucknow.

Cum 57279 18.36 10,51,642.00

Total of Section-I of Sch-B= 208,67,247.00Section-II (ROAD WORK)

9 Dismantling of flexible pavements anddisposal of dismantled materials up to a leadof 1000 meters, stacking serviceable andunserviceable materials separately and asper relevant clauses of section-200.

9.1 Bituminous courses Cum. 623 542.00 3,37,666.0010 Scarifying Existing Granular Surface to a

depth of 50 mm (Scarifying the existinggranular road surface to a depth of 50 mmand disposal of scarified material within alllifts and leads up to 1000 meters ) as perclause 305.4.3 of MORTH Specification

Sqm 6229 18.00 1,12,122.00

11 Construction of granular sub-base byproviding graded Material, carriage of mixedMaterial to work site, spreading in uniformlayers, with motor grader on preparedsurface watering, rolling and compactingwith vibratory power roller at OMC toachieve the desired density, complete as perclause 401 of MORTH Specification

11.1 For Sub-base cum drainage layer or uppersub-base with Grading-VI Material as pertable 400-1 of MORTH specification.NOTE: Plant mix method (with Mechanicallycrushed stone only)

Cum. 11634 1363.00 158,57,142.00


SL.No.


Amountin Rs.

12 Wet Mix Macadam (Providing, laying,spreading and compacting graded stoneaggregate to wet mix macadam specificationincluding premixing the Material with waterat OMC in mechanical mix plant carriage ofmixed Material by tipper to site, laying inuniform layers with paver in sub- base / basecourse on well prepared surface andcompacting with vibratory roller to achievethe desired density as per clause 406. ofMORTH Specification

Cum. 3929 1434.00 56,34,186.00

13 Water Bound Macadam (Providing, laying,spreading and compacting stone aggregatesof specific sizes to water bound macadamspecification including spreading in uniformthickness, hand packing, rolling withvibratory roller 8-10 tonnes in stages toproper grade and camber, applying andbrooming requisite type ofscreening/binding Materials to fill up theinterstices of coarse aggregate, watering andcompacting to the required density as perclause-404 of MORTH Specification.)

a) Grading- II ( 63 to 45 mm size aggregate)i) Using Screening Crushable type such as

Moorum or GravelCum 525.00 1449.00 7,60,725.00

b) Grading- III ( 53 to 22.4 mm size aggregate)i) Using Screening Crushable type such as

Moorum or GravelCum 511.00 1476.00 7,54,236.00

14 Prime coat (Providing and applying primercoat with oil based bitumen emulsion (SS-1,grade confirming to IS:8887) on preparedsurface of granular Base including clearing ofroad surface and spraying primer usingmechanical means as per clause 502 ofMORTH Specification

14.1 on WBM/WMM surface @0.85 Kg/Sqm. Sqm 17837 64.00 11,41,568.0015 Tack coat Providing and applying tack coat

with bitumen emulsion (RS-1, gradeconfirming to IS:8887) using emulsionpressure distributor on the preparedbituminous/granular surface cleaned withmechanical broom and as per clause 503 asper MORTH Specification


SL.No.


Amountin Rs.

15.1 Granular surfaces treated with primes @0.30 kg /Sqm

Sqm 17837 17.00 3,03,229.00

16 Dense Bituminous Macadam (Providing andlaying dense bituminous macadam withminimum 40-60 TPH capacity HMP usingcrushed aggregates of specified grading,premixed with bituminous binder @ 4.0 to4.5% by weight of total mix of mix and filler,transporting the hot mix to work site, layingwith a hydrostatic paver finisher to therequired grade, level and alignment,required thickness, rolling with smoothwheeled, vibratory and tandem rollers toachieve the desired compaction as perMORTH specification clause No.505complete in all respects as per MORTHSpecification)

16.1 for Grading-I (37.5 mm nominal size,bitumen content 4.0%)

Cum 1050 7269.00 76,32,450.00

17 Bituminous Concrete (Providing and layingbituminous concrete with minimum 40-60TPH capacity hot mix plant using crushedaggregates of specified grading, premixedwith bituminous binder @ 5.0 to 6.0% byweight of total mix of mix and filler,transporting the hot mix to work site, layingwith a hydrostatic paver finisher to therequired grade, level and alignment, andrequired thickness, rolling with smoothwheeled, vibratory and tandem rollers toachieve the desired compaction as perMORTH specification clause No. 507 as perMORTH Specification complete in allrespects)

17.1 for Grading I (19 mm nominal size) withbitumen 5.5 %

Cum 419 9282.00 38,89,158.00

18 Mastic Asphalt (Providing and laying 25mmthick mastic asphalt wearing course withpaving grade bitumen meeting therequirements given in table 500-39 preparedby using mastic cooker and laid to requiredlevel and slope after cleaning the surface,including providing antiskid surface withfine-grained hard stone chipping of 13.2 mmnominal size pre- coated with bitumen at therate of 0.005cum per 10 Sqm and at an

Sqm 6077 511.00 31,05,347.00


SL.No.


Amountin Rs.

approximate spacing of 10 cm center tocenter in both directions, pressed intosurface when the temperature of surfacesnot less than 1000C, protruding 1 mm to 4mm over mastic surface, all complete as perclause-516 as per MORTH Specification.)

19 Open-Graded Premix Surfacing (Providing,laying and rolling of open - graded premixsurfacing of 20 mm thickness composed of13.2 mm to 5.6 mm aggregates either usingbitumen to required line, grade and level toserve as wearing course on a previouslyprepared base, including mixing in a suitableplant, laying and rolling with a smoothwheeled roller 8-10 tonne capacity, finishedto required level and grades as per clause510 of MORTH Specification)

a) Mechanical method using Bitumen andminimum 40-60 TPH capacity hot mix plant.With mechanical paver finisher.

Sqm 5108 122.00 6,23,176.00

20 Seal Coat (Providing and laying seal coat forsealing the voids in a bituminous surface laidto the specified levels, grade and cross fallincluding rolling and finishing using Type Aand B seal coats as per clause 511 of MORTHSpecification)

a) Type-„A‟ (Providing and laying liquid sealcoat comprising of an application of a layerof binder followed by a cover of stone chipsof 6.7mm size)

Sqm 5108 62.00 3,16,696.00

21 Retro- reflectrorized Traffic signs (Providingand fixing of retroreflectrorized cautionary,mandatory and informatory sign as perIRC:67-2012 made of Micro prismatic gradetype reflective sheeting vide clause 801.3,fixed over aluminum sheeting, 1.5 mm thicksupported on a mild steel frame of size 40 x40 x 5 mm and mild steel angle iron post 75mm x75 mm x 6mm firmly fixed to theground by means of properly designedfoundation with M15 grade cement concrete45 cm x 45cm x 60cm, 60 cm below groundlevel as per approved drawing)


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Amountin Rs.

(a) 90 cm equilateral triangle Each 6 5170.00 31,020.00(b) 60 cm circle Each 2 4460.00 8,920.00(c) 80 cm x 60 cm rectangular Each 2 6533.00 13,066.00

22 Painting Lines, Dashes, Arrows etc on Roadsin Two Coats on New Work (Painting lines,dashes, arrows etc on roads in two coats onnew work with ready mixed road markingpaint conforming to IS:164 on bituminoussurface, including cleaning the surface of alldirt, dust and other foreign matter,demarcation at site and traffic control )

22.1 Over 10 cm in width Sqm 22 92.00 2,024.0022.2 Up to 10 cm in width Sqm 11 82.00 902.00

REINFORCED EARTH RETAINING WALL23 Construction of Reinforced Earth Structure

(RES) complete as per approved drawingsand Technical specifications clause 3100 asper MORTH Specification.

23.1 (a) Providing and erecting precast concretefacia panels of 0.18m thickness of M35 gradeconcrete complete as per MORTH technicalspecification 3100 or as directed by theEngineer-in-charge including all fastenersrequired for connecting reinforcingelements.

Sqm 9083 1283.61 116,59,030.00

23.2 (b) Providing and placing With reinforcingelements of synthetic geogrids of grade asper design in accordance with clause 3100 asper MORTH specification with min gradeshall be type -3 as per IRC 102: 2014.

Sqm 48616 217.08 105,53,561.00

NOTE FOR RE WALL:The Design and approval fromRITES/Railways/Concerned Road Authoritiesis scope of Contractor for RE Wallconstruction.

24 Providing and laying of Back fill materialconsisting of granular materials of GW, GP,SW groups as per IS 1498-1970 in requiredprofile behind boulder filling of abutments,wing walls / return walls etc above bed levelwith all labour and material complete job asper drawing and technical specification ofRDSO Guidelines.

Cum. 629 905.00 5,69,245.00


SL.No.


Amountin Rs.

25 Earth fill with sleeted granular material inlayers in approaches of ROB over Geosynthetic Grid mesh which is to be retainedby wall including, grading and compactioncomplete (Earth will be predominantlycoarse grained soil with angle of friction notless than 30 degree and only 10 % ofparticles of soil are allowed to pass through75 micron sieve) as per drawing and andMORTH Technical specifications clause3100/ or as directed by the Engineer-in-charge.

Cum 20372 905.00 184,36,660.00

26 construction of Sub surface drain 200m diausing geotextiles treated with carbon blackwith physical properties as given in clause702.2.3 formed in to a stable network andplanar geocomposite structure, jointswrapped with geotextile to prevent ingressof soil etc as per IRC SP 102-2014 andMORTH Technical specifications clause 3100or as directed by the Engineer-in-charge.

PerMetre

1621 738.00 11,96,298.00

27 Providing and laying of Filter media withgranular materials/stone crushed aggregatessatisfying the requirements laid down inclause 2504.2.2. of MORT&H specificationsto a thickness of not less than 600 mm withsmaller size towards the soil and bigger sizetowards the wall and provided over theentire surface behind abutment, wing walland return wall to the full height compactedto a firm condition complete as per drawingand technical specifications 710.1.4 of I.R.C.78 and 2200 as per MORTH Specification.

Cum. 5299 1926.00 102,05,874.00

Total of section-II of Sch-B= 931,44,301.00Section-III (Bridge Work)

28 Earthwork in excavation for foundations andfloors of the bridges, Abutment, pier, RCCbox, retaining walls, drop wall, drain etc.including setting out, dressing of sides,ramming of bottom, getting out theexcavated material, back filling in layers withapproved material and consolidation of thelayers by ramming and watering etc.including all lift, disposal of surplus soil upto


SL.No.


Amountin Rs.

a lead of 50m, all types of shoring andstrutting with all labour and materialcomplete as per drawing and technicalspecification as directed by Engineer incharge

28.1 All conditions & all types of soil except rock Cum. 1471 301.40 4,43,359.00

28.2 All conditions & all types of Soft Rock notrequiring blasting

Cum. 385 428.60 1,65,011.00

NOTE FOR EARTHWORK IN EXCAVATION:I. Payment shall be made only for the

quantity of earthwork to be excavatedso as to cover the length, breadth anddepth of the foundation (as perapproved drawings below ground level)

II. Payment will be made @75% of thequantity of work done after excavationand balance 25% after backfilling/removing the excess earth work as perthe direction of Engineer-in Charge.

III. In case the ground is undulated, it willbe the first dressed and no extrapayment will be made on this account

IV. The quantity of earthwork shall becalculated on the basis of specifieddimension of the finished foundationand no allowance shall be made forside slopes etc. The contractor shallhowever provide adequate slopes,Shoring, Shuttering to ensure safetyagainst slope failure

29 Leading of cut spoil/excavated earth toapproach bank or at indicated places beyondfree lead of 50 m with all lifts as directed byEngineer-in-Charge

29.1 Lead beyond 50m upto 1 km Cum. 368 99.44 36,594.00

29.2 Lead beyond 1Km upto 2 km Cum. 368 113.29 41,691.00

30 Providing and laying in position machinemixed, machine vibrated and machinebatched Design Mix Cement Concrete M-20grade (cast in-situ) for Apron, Drop Wall,Wearing Course and couping etc using20mm graded crushed stone aggregate with


SL.No.


Amountin Rs.

screening and cleaning of aggregate andcoarse sand of approved quality. The rateincludes cost of design of concrete mix,cement, sand, aggregates, admixture,providing of thermocoal at expansion joint,labour, tools & plant, manufacturing ofconcrete by batching plant, Placement ofconcrete using concrete pump,compaction, curing of concrete up tospecified period in all respect includingroyalty of aggregates, all lead, lift, crossingroad / track etc and finishing complete as perdrawings and technical specifications asdirected by Engineer in charge. Thecontractor has to construct the approach roadto site at his own cost, if required. No extrapayment will be made for this. Shuttering &centering shall be paid separately.

30.1 All works upto avg ground level Cum 269 6220.00 16,73,180.0030.2 All works above avg. ground level Cum 346 6938.00 24,00,548.0031 Centering and shuttering including strutting,

propping etc. and removal of form work forCC/RCC raft foundation, Apron, Abutment,pier, wing walls, return walls, drop wall, toewall, drain, road etc, Approach slab atformation level, Dirt wall/ ballast wall atformation level. In Bottom/top slab, sidewalls, toe wall, parapet and haunches fillinghead walls or any other component includingall complete

31.1 Foundations, footings, bases for columns ofpier, abutment, return wall, toe wall , RE wallfooting etc)

Sqm 1246 196.45 2,44,777.00

31.2 Retaining walls, return walls, RCC Box walls(any thickness) including attached pilasters,buttresses, plinth and string courses fillets,kerbs and steps etc above footing.

Sqm 3922 360.80 14,15,058.00

31.3 Columns, piers, abutments, pillars, posts andstruts above footing

Sqm 9634 453.35 43,67.574.00

31.4 Suspended floors, roofs, landings, balconiesand access platform.

Sqm 14 493.55 6,910.00

31.5 Walls (any thickness) including attachedpilasters, buttresses, plinth and string coursesetc

Sqm 157 360.80 56,646.00

31.6 Lintels, beams, plinth beams, girders,bressumers and cantilevers. For constructionof composite girders etc & as instructed by

Sqm 539 423.65 2,28,347.00


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Amountin Rs.

Engineer-in-Charge. The rate includes toprovide the suitable shuttering as per thespecifications of RDSO Drg/ Bridge Code.

32 Providing and laying in position machinemixed, machine vibrated and machinebatched Design Mix Cement Concrete M-35grade (cast in-situ RCC/CC) for bridgeconstruction of Apron, RCC box, return wall,abutment, pier etc. using 20mm gradedcrushed stone aggregate with screening andcleaning of aggregate and coarse sand ofapproved quality The rate includes cost ofdesign of concrete mix, cement, sand,aggregates, admixture, providing ofthermocoal at expansion joint, labour, tools& plant, manufacturing of concrete bybatching plant, Placement of concreteusing concrete pump, compaction,curing of concrete up to specified periodin all respect including all lead, lift, crossingroad / track etc and finishing complete asper drawings and technical specifications asdirected by Engineer in charge. Thecontractor has to construct the approachroad to site at his own cost, if required. Noextra payment will be made for this. Cost ofsteel reinforcement, shuttering & centeringshall be paid separately.

32.1 All works upto avg ground level Cum. 250 6449.00 16,12,250.0032.2 All works above avg ground level Cum. 2312 7168.00 165,72,416.0033 RCC M-40 design mix with contractor's well

graded machine crushed aggregate of size20mm and below, sand of approved qualitywith contractor's staging, form workcomplete in deck slab, cross girder, endgirder, diaphragm, bed block, pier cap,abutment cap, dirt wall, padestral, and atany other places as directed by engineer-in-charge etc. of RCC girder as per approveddrawings, the rate includes all labour andmaterial with all lift, lead, royalty, taxes etc.complete as required. The contractor has toarrange water with any lead at their owncost. The payment for reinforcement steelwill be made separately under relevantitems of the tender schedule.

Cum. 1051 7244.00 76,13,444.00


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Amountin Rs.

34 Supplying and Laying steel reinforcementThermo Mechanically Treated- TMT 500/550in RCC works and surface reinforcementof CC works including straightening,cutting, bending, hooking, placing inposition and binding with contractor'sbinding wire of requisite gauge allcomplete as per approved drawing &specifications. The rate include cost of alltools and plants, testing etc. Allreinforcement steel shall be TMT 500/550grade procured from primary producersSAIL, TISCO & RINL.

MT 331 68100.00 225,41,100.00

35 Providing and laying in position machinemixed, machine vibrated and machinebatched Design Mix Cement Concrete M-25grade (cast in-situ RCC/CC) for road, Drainetc. using 20mm graded crushed stoneaggregate with screening and cleaning ofaggregate and coarse sand of approvedquality The rate includes cost of design ofconcrete mix, cement, sand, aggregates,admixture, providing of thermocoal atexpansion joint, labour, tools & plant,manufacturing of concrete by batchingplant, Placement of concrete usingconcrete pump, compaction, curing ofconcrete up to specified period in all respectincluding all lead, lift, crossing road / tracketc and finishing complete as per drawingsand technical specifications as directed byEngineer in charge. The contractor has toConstruct the approach road to site at hisown cost, if required. No extra payment willbe made for this. Cost of steelreinforcement, shuttering & centering shallbe paid separately.

35.1 All works above avg ground level Cum. 23 7014.55 1,61,335.0036 Supplying and providing Boulder Backing

behind wing wall, return wall, retaining wallwith hand packed boulders & cobbles withsmaller size boulders toward the backincluding. The rate shall include cost of allmaterials, leads & lifts, taxes, royalty,transportation ascent & descent labour,tools & plants & other incidental chargesas complete work in all respect. 600 mm

Cum 80 504.15 40,332.00


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Amountin Rs.

thick behind the walls with boulders size200mm to 250mm dia approx.

37 Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment, wingwall/return wall with 100 mm dia. AC pipe,extending through the full width of thestructure with slope of 1 V: 20 H towardsdrawing face. Complete as per drawing andTechnical specifications section 2706 and 2200of MORTH Specification

PerMetre

1019 321.00 3,27,099.00

38 Providing and fixing in position strip seal typeexpansion joint with a total allowablemovement of 80mm complete as per MORTHdrawing and specification as per clause 2607to 2610 of MORTH specification of road andbridges work including acceptance testing asspecified with manufacturer'srecommendations. Entire installation is to becarried out strictly in presence ofmanufacturer’s representative only. The sealof expansion joint shall be such that so as notto permit any dust collection at all times.

PerMetre

28 11124.00 3,11,472.00

39 Supplying, laying, jointing, fitting and fixing inposition of drainage spout with CI grating of250 mm x 250 mm size connected with 150mm dia G.I. pipe as directed by engineer-in-charge including all lead and lift etc. the rateincludes supply of G.I. pipe, cutting, threading,fitting, fixing the pipe securing it in slab andparapet wall.

Each 98 2007.00 1,96,686.00

40 Providing and applying two coats of coal tar orbitumen confirming to IS 3117 - 1965 on thetop and sides of RCC box/slabs/footings etc.@ 1.70 Kgs / Sqm after cleaning the surfacewith all labour and materials complete job asdirected by the Engineer

Sqm 208 192.80 40,102.00

41 Supplying of all types of structural steelconforming to Fe 410 B of IS:2062, fabrication,assembling, erection / slewing / end launchingof steel girders (Not requiring traffic block)upto 45.7 M span on sub-structure incl.provision of trolley refuges, if reqd. completeas per approved drawing incl. one coat of Zincchrome primer to 1S-104 & one coat of ZincChrome Red Oxide to IS 2074 and painting asper IRS-B-1 on all members, (Detailedfabrication and erection drawings & launching


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Amountin Rs.

methodology will be prepared and gotapproved by the contractor from RITES/,Railway,/Respective authorities asapplicable). Rate include fabrication of allthe types of battens, bracings, ties,stiffeners, packing, diaphragms, shop rivets/ welding, T&F bolts, drifts, shop welds,templates, jigs, fixtures, back up supports,accessories, transporting variouscomponents from fabrication shop. to site,including loading, unloading, lift and taxescomplete. assembly of girders' on-drifts/bolts, field riveting/welding,assembling of temporary support for sideslewing, raising of girders to the bed blocklevel, providing sliding arrangements andslewing the girder in position, lowering ofgirder on bearings and bed plates. Groutingholes in the bed block for fixing of HDbolts/anchor pins of bed plates, alltemporary arrangements. The bearing setsto - be provided with the girders will be paidseparately as per relevant item separately.Payment Schedule(i) Material at site – 40%(ii) Fabrication at site – 15%(iii) Erection/Launching – 20%(iv) Completion incl. painting & finishing –

25%41.1 steel girders (For Composite Construction-

ROB)MT 222.72 146314.00 325,87,054.00

NOTE FOR GIRDER FOR ITEM 41I. All welds are to be made by approved

welder using approved weldingprocedure.

II. The rates are deemed to include costof rivets, drifts, bolts and nuts,riveting/welding etc.

III. Any temporary arrangementstrengthening of member (s) ifrequired in connection with launchingof girders shall be at contractor's costincluding restoring it back as peroriginal standard drawing.


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Amountin Rs.

IV. On completion of work the contractorshall clear all temporary staging andother arrangements and obstructionand restore it to its original position.

V. Contractor has to ensure propercamber as per drawing irrespective ofLaunching scheme.

VI. The rates are deemed to include alllabour, tools, plants, equipment,machinery, cranes etc. all leads, lifts,,fuel, electric charges etc., completefor all material unless specifiedotherwise.

VII. All but welds are to be examinedradio graphically. All other welds maybe examined by radiographic or anyother nondestructive methods whichare equally effective. All the weldsshall also be examined by liquidpenetrant flaw detection method orby magnetic particle flaw detectionmethod as per IS- 3658 and 3703.

VIII. Detailed launching scheme along withdesign of formwork should beprepared by the contractor and shallbe got approved from RITES & Railway& concerned authorities at his owncost and nothing extra shall be paidon this account.

IX. All Layers of painting should beseparately got approved by contractorfrom engineer-in-charge or hisauthorised representative.

X. Fabrication shall be done with RDSOapproved agency.

XI. Structural steel shall be procuredfrom SAIL/TISCO/IISCO/RINL/JINDAL/ESSAR/ISPAT IndustriesLtd/LLOYED steel only

XII. Fabricated Girders shall be gotinspected by Contractor fromRDSO/RITES. Inspection charges shallbe borne by Contractor. All welds areto be made by approved welder usingapproved welding procedure.

42 Supplying, fitting and fixing in position trueto line and level POT-PTFE bearing consisting


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Amountin Rs.

of a metal piston supported by a disc or unreinforced elastomer confined within ametal cylinder, sealing rings, dust seals, PTFEsurface sliding against stainless steel matingsurface, complete assembly to be of caststeel / fabricated structural steel, metal andelastomer elements complete as per IS 2062,IS:1030, AISI:304, AISI:316, IS:6911, BS:3784,IS:3400, IS:226, BS-5400, Bridge code and asper drawing and approved TechnicalSpecifications. The design of the bearingsshall be submitted by themanufacturers/contractor and got approvedfrom Railway before fixing. Test report of thebearings should be got approved before thematerials are lifted from the manufacturerpremises. Payment is based on 250 MTcapacity of Bearing (Concrete face should beabraded by chipping in grinding and properlycleaned before laying epoxy mortar).POT-PTFE Bearings Nos 10 1,37,310.00 13,73,100.00

43 Load testing of one or more spans of bridgeas selected by the Engineer as per approvedload test procedure following relevantIS/IRC/Railway codes with contractor’slabour, deflection measuring instruments,loading materials, recoding and analyzingthe load testing results including all lead &lift, etc. complete as required. The rates areall inclusive and will be paid after load test isfinished and girder is cleared of thekentledges /loading material etc. The loadshall be 1.25 times the stipulated design loadBased on Design load & not span

43.1 For Span design load upto 100 MT Each 1 83471.91 83,472.0044 Providing and fixing 150mm dia PVC pipes

for draining storm water to drain with allbends, clamps complete as per drawings andMORTH technical specifications clause 2700or as directed by the Engineer-in-charge.

PerMetre

139 189.10 26,285.00

45 Providing and fixing 65mm dia GI pipespassed through a plate over a crash barrieras per drawing including welding, paintingwith two or three coats of aluminium paintwith aluminium primer all completeaccording to the MORTH Technical

PerMetre

1660 600.00 9,96,000.00


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Amountin Rs.

Specifications clause 2703 including cost ofmaterial complete as per approved drawing.

45 Painting of Bridge number and spanarrangement as per MORTH TechnicalSpecifications clause 800.

Each 2 201.00 402.00

47 Providing and laying Non Pressure NP-4 class(Heavy duty) R.C.C. pipes collars/spigotjointed with stiff mixture of cement mortarin the proportion of 1:2 (1 cement : 2 finesand) including testing of joints etc.complete where necessary. The ratesincludes labour, supplying from themanufacturers at site and concrete/mortarmixing for collar joint etc complete as perdirection of Engineer-In-Charge.

a) 450 mm dia RCC pipes Meter 594.00 2195.75 13,04,276.0048 Any other items which are not covered will

be operated as per DSR-2014/SOR for BridgeWorks/SOR for Road Works, C.G, P.W.D.w.e.f. 01-01-2015,Total Cost is Rs.25,00,000/-

25,00,000.00

Total of Section-III of Sch-B 9,93,66,520.00Total of Schedule-B= 21,33,78,068.00Total of Schedule (A+B) 92,35,35,177.00

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