nanded waghala city municipal … 15/cost estimates.pdfsummary of cost estimates - package 3b...

IL&FS TRANSPORTATION NETWORKS LIMITED

(Package 3B- Structures)

Volume IICost Estimates

February - 2007

CONSULTING ENGINEERING SERVICES (I) PRIVATE LIMITED NEW DELHI MUMBAI KOLKATA

Detailed Project Report for Detailed Project Report for

Improvement of Movement Network in Improvement of Movement Network in NandedNanded

NANDED WAGHALA CITY MUNICIPAL

CORPORATION, NANDED

NANDED WAGHALA CITY MUNICIPAL

CORPORATION, NANDED

Detailed Project Report for Detailed Project Report for

Improvement of Movement Network in Improvement of Movement Network in NandedNanded

(Package 3B- Structures)

Volume IICost Estimates

February - 2007

IL&FS TRANSPORTATION NETWORKS LIMITED

CONSULTING ENGINEERING SERVICES (I) PRIVATE LIMITED NEW DELHI MUMBAI KOLKATA

CONTENTS• Summary of Costs

• Bill of Quantities– Bridge across Godavari River– RoB at Hingoli Gate

• Rate Analysis

• Measurement Sheets– Bridge across Godavari River– RoB at Hingoli Gate

SUMMARY OF COSTS

DPR FOR IMPROVEMENT OF MOVEMENT NETWORKS IN NANDED

SUMMARY OF COST ESTIMATES - PACKAGE 3B (STRUCTURES)

Godawari Bridge RoB at Hingoli Gate Total

1 1.0 Preliminary Works 1,547,248.20 1,998,712.00

2 2.0 Foundations & Sub-structures 90,725,538.75 85,132,750.65

3 3.0 Superstructure 90,154,275.67 82,092,241.55

4 4.0 Miscellaneous Items 41,838,560.70 17,358,944.98

5 5.0 Solid Approaches / Reinforced Earth Retaining Wall 122,880,054.00 6,672,347.00

Total Base Cost (from Part 1.0 to 5.0) 347,145,677.32 193,254,996.18 540,400,673.50

Contingencies (@ 5% over 1.0 to 5.0) 17,357,284.00 9,662,750.00 27,020,034.00

Sub-Total Cost including Contingencies 364,502,961.32 202,917,746.18 567,420,707.50

Overhead (@ 8%) - as per MoRTH 29,160,237.00 16,233,420.00 45,393,657.00

Sub-Total Cost including Contingencies & Overhead 393,663,198.32 219,151,166.18 612,814,364.50

Cost Escalation (@ 10% per annum) 39,366,320.00 21,915,117.00 61,281,437.00

GRAND TOTAL COST (including Cont., Overhead & Cost Esc.) 433,029,518.32 241,066,283.18 674,095,801.50

Sl. Part DescriptionAmount (Rs.)

BILL OF QUANTITIES

BOQ

BRIDGE ACRROSS GODAVARI RIVER


SUMMARY OF COST ESTIMATES - GODAVARI BRIDGE

1 1.0 Preliminary Works 1,547,248.20

2 2.0 Foundations & Sub-structures 90,725,538.75

3 3.0 Superstructure 90,154,275.67

4 4.0 Miscellaneous Items 41,838,560.70

5 5.0 Solid Approaches / Reinforced Earth Retaining Wall 122,880,054.00

Total Base Cost (from Part 1.0 to 5.0) 347,145,677.32

Contingencies (@ 5% over 1.0 to 5.0) 17,357,284.00

Sub-Total Cost including Contingencies 364,502,961.32

Overhead (@ 8%) - as per MoRTH 29,160,237.00

Sub-Total Cost including Contingencies & Overhead 393,663,198.32

Cost Escalation (@ 10% per annum) 39,366,320.00

GRAND TOTAL COST (including Cont., Overhead & Cost Esc.) 433,029,518.32

Amount (Rs.)Sl. Part Description

PART - 1. PRELIMINARY WORKS1 1.01 Clearing and grubbing road land including uprooting all

vegetation, grass, bush shrubs, saplings and trees of girthupto 300 mm, removal of stumps of trees of girth of all sizesincluding removing stumps of trees cut earlier and disposal ofunserviceable

Ha 4.20 16,461.00 69,136.20

2 1.02 Installation of a steel portable barricade with horizontal rail300 mm wide, 2.5 m in length fitted on a 'A' frame made with45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontalrail painted (2 coats) with yellow and white stripes, 150 mm inwid

Nos 160.00 1,522.00 243,520.00

4 1.04 Dismantling of structures and sorting of the dismantledmaterial, disposal of unserviceable material and stackingserviceable materials as directed by Engineer with all leadsand lifts etc. complete as per specification and as per siterequirements.

-

a) Dismantling bricks / stone masonry, Cum. 200.00 138.00 27,600.00 PCC Kerb median - b) Dismantling of Concrete Structures Cum. 100.00 144.00 14,400.00 Soil Investigation -

5 1.05 Taking one 100 mm bore hole at each foundation location ofROB proper and one each in approaches on each side byusing double tube boring machine and carrying out tests todetermine Engineering Properties of soil and to ascertainrock levels / qualities

-

a) Boring in all strata excluding - hard rock. Rmt. 608.00 1,474.00 896,192.00 b) Drilling in hard rock. Rmt. 152.00 1,950.00 296,400.00

PART - 2. FOUNDATIONS & SUBSTRUCTURES - 1 2.01 Excavation for foundation of structures and staircase

including existing pavement surfaces including dewatering,shoring and strutting as necessary and backfilling thetrenches with suitable excavated material in layers of 15 to20 cms and disposing of re

-

i) a) Soils of all types upto 3m depth Cum. 5,009.00 81.00 405,729.00 including ordinary earth, sand dry / wet soil, marine clay,

boulders, kankars, soft murrum, hard murrum, etc. -

b) Soils of all types greater than 3m depth Cum. 1,711.00 90.00 153,990.00 ii) Excavation foundation of structure in rock by wedging /

chiselling / controlled blasting or line drilling andmechanical means including shoring and struting asnecessary and disposing of excavated stuff as directed orstacked etc.complete by engine

cum 1,249.00 426.00 532,074.00

2 2.02 Providing Trial Pits to find out the utilities in the proposed alignment. The Location details shall be submitted by the Contractor as directed by the Engineer.

-

a) Soils of all types upto 3m depth cum 432.00 81.00 34,992.00 including ordinary earth, sand dry / wet soil, marine clay,

boulders, kankars, soft murrum, hard murrum, etc. -

b) Soils of all types greater than 3m depth cum - 95.00 - 3 2.03 Providing and laying in situ M15 grade bedding concrete in

foundation ,annular fillingbelow pile cap including dewatering,shuttering, mixing in mechanised batch mix plant,compacting, curing etc. complete true to level and position asdirected by Enginee

Cum. 478.00 2,364.00 1,129,992.00

4 2.04 Providing and casting in situ controlled cement concrete M30 for RCC bored pile including necessary dewatering,formwork, mixing in mechanised batch mix plant,transporting, compacting, vibrating,curing and finishingincluding all leads & lifts Includ

-

1.0 m Dia Pile Rmt - 6,521.00 - 1.2 m Dia pile Rmt 1,450.00 7,385.00 10,708,250.00

Improvement of Movemnt Network IN Nananded under JNNURMSummary of Bill of Quantities for River Bridge on Godavari

Sl. No. Item No. Item Description Unit Qty Unit Rate in

(Rs.) Amount in

(Rs.)

1



(Rs.) Amount in

(Rs.) 5 2.05 Carrying out load test on any pile as per standard procedure

laid down in the IS:2911 specification including constructionof test cap, dismantling the cap after test and cleaning thesite and maintaining complete records of load settlement asdirected by

-

a) Initial Load Test on test pile for 2.5 times the pile for 2.5times the design load specified in drgs. in non-workingareas, in the vicinity ofof the bridge site, including cost oftest pile.

MT 750.00 312.00 234,000.00

b) Routine pile load test on working piles for 1.5 times thedesign load specified in the drg. MT 900.00 300.00 270,000.00

c) Horizontal pile load test on working piles for 1.5 times thedesign load specified in drgs. MT 45.00 5,000.00 225,000.00

6 2.06 Providing and laying 600 mm thick filter media behindabutment as per detailed drawing & specifications complete. cum 136.00 333.00 45,288.00

7 2.07 Providing and laying in-situ RCC M30 grade concrete infoundations of piers, abutments and staircase etc. includingcentering, shuttering , mixing in mechanised batch mix plant,compaction, curing and dewatering if necessary, excludingreinforcement as p

Cum. 967.00 2,847.00 2,753,049.00

8 2.08 Providing and laying M30 grade cement concrete for cast-in-situ piers, abutments,Retaining Wall ,dirt walland columm ofstaircase etc. as per approved design and drawings, withnecessary centering, shuttering with asthetic finishes mixingin mechanised ba

Cum. 3,116.00 4,418.00 13,766,488.00

9 2.09 Providing and laying in situ controlled M30 grade cementconcrete for RCC caps and pedestal over piers andabutments including necessary scaffolding formwork,centering, mixing in mechanised batch mix plant,transporting, placing, compacting by mechanical

Cum 1,294.00 4,528.00 5,859,232.00

10 2.10 Providing & fixing in position HYSD Fe415 steel bars ofvarious diameters for all RCC works in Piles, Piles Caps ,wellsteining,well curb,foundations ,Pier, Pier Cap, Abutment wall,Dirt wall, Pedestals as per detailed design & drawings andschedule including cutting, bending, hooking the bars,binding with 18 SWG wires or tack welding (only for piles)and supporting as required with all lifts and leads etc.complete including all laps, chairs, spaces etc. and cost of alllabour, materials, tools, plants, equipments etc. all completeas directed by Engineer and as per specification.

MT 935.00 35,491.05 33,184,131.75

11 2.11 Providing and applying one coat of zinc-rich epoxy primerand two coats of coal tar epoxy paint of reqd. thickness asper specifications to all concrete surfaces in contact withearth in foundation and substructure including all cost ofmaterial, labour, transportation and preparing the surfaces bycleaning, washing, brushing, sand / grit blasting etc.complete as directed by Engineer and as per specification.(Paint shall be got tested from approved laboratory).

Sqm. 2,620.00 117.00 306,540.00

12 2.13 Dewatering including diversion of stream providing cofferdambunds etc. as may be necessary for foundation and otherparts and bailing out and pumping out water below the actualinitial natural water level for start of that particular componenttill completion of bridge etc. complete as directed byEnginner

-

non perenial river cum 5,561.00 191.00 1,062,151.00 perenial river cum - 445.00 -

13 2.14 Sinking of well foundation in all types of soil and murum etc.which can be removed by grabbing and chiselling with largescale dewatering or in proper setting of wells including allmethod excepts pneumatic sinking . Diameter =10m anddepth = 20m

Rmt 38.00 127,831.00 4,857,578.00

2



(Rs.) Amount in

(Rs.) 14 2.15 Providing and laying in situ M20 cement concrete in well

steining including compacting by vibrating , rodding ,finishingand curing etc complete(excluding reinforcement )as directedby engineer

cum 995.00 2,527.00 2,514,365.00

15 2.16 Providing and laying in situ M25 reinforced cement concretewell curbs including necessary shuttering compacting byvibrating finishing and curing etc. complete (excludingreinforcement ) as directed by Engineer

cum 178.00 3,283.00 584,374.00

16 2.17 Providing fabricating and setting out mild steel cutting edgesfor reinforced cement concrete well curbs as shown on thedetailed drawing etc. complete as directed by Engineer MT 6.00 38,535.00 231,210.00

17 2.18 Providing and laying in situ M30 reinforced cement concretewell caps / pile caps including necessary shutteringcompacting by vibrating finishing and curing etc. complete(excluding reinforcement ) as directed by Engineer

cum 1,578.00 2,839.00 4,479,942.00

18 2.19 Providing and filling in well with sand /rubble and sand/shingle and sand including compaction between the top plugand bottom plug and in footpath etc.complete as directed byengineer

cum 1,721.00 513.00 882,873.00

19 2.20 Providing and laying in situ M15 reinforced cement concretefor the bottom plugs of well in dry under water includingcompacting by vibrating finishing and curing etc. complete(excluding reinforcement ) as directed by Engineer

cum 340.00 2,389.00 812,260.00

20 2.21 Providing and laying in situ M15 reinforced cement concretefor the Top plugs of well including compacting by vibratingfinishing and curing etc. complete (excluding reinforcement )as directed by Engineer

cum 26.00 2,255.00 58,630.00

21 2.22 Providing and installing 6 / 8 mm MS liner for bored-cast-in-situ concrete piles including applying protective coating asper drawing and specification and as directed by Engineer(excluding reinforcement).

MT 150.00 37,556.00 5,633,400.00

PART - 3. SUPERSTRUCTURE - 1 3.01 Providing 12.7 / 15.2 mm nominal dia. high tensile

prestressing steel conforming to low Relaxation prestressingsteel strands as per IS:14268 strands - CI. II of specifiedultimate strength, including cutting, cleaning, forming cablesetc and further incl

MT 196.00 93,334.00 18,293,464.00

2 3.02 Providing and laying controlled cement concrete of M40grade in post-tensioned precast 'I' Girders includingnecessary casting yard, casting trough, centering, formwork,mixing by using admixture in mechanised batch mix plant,transporting, placing, compa

Cum 3,901.00 4,625.00 18,042,125.00

3 3.03 Providing and fixing POT cum PTFE bearing to the true lineand level and in position as per drawings and BS:5400, Sec.9.1 & 9.2 so as to impart full and even bearing on the seatsand free movements / restraints as specified including cost ofall material

-

a) POT fixed bearing - 125 T CAPACITY Nos 144.00 15,125.00 2,178,000.00 b) POT cum PTFE bearing - 125 T CAPACITY Nos 144.00 15,125.00 2,178,000.00

4 3.04 Providing and laying controlled in-situ cement concrete ofM40 grade in RCC deck slab and diaphragm includingnecessary scaffolding, centering, formwork, mixing by usingadmixture in mechanised batch mix plant, transporting,placing, compacting by mechani

Cum. 3,827.00 4,946.00 18,928,342.00

5 3.06 Providing and fixing in position HYSD Fe415 reinforcing barsof various diameters for all RCC works of Superstructure asper detailed design and drawings and schedule includingcutting, bending, hooking the bars, binding with 18 SWGwires, including all

MT 853.00 35,491.05 30,273,865.65

3



(Rs.) Amount in

(Rs.) 6 3.09 Providing and carrying out load test on bridge deck with

simulated loading including provision, placing and removal ofloading, supplying, fixing and removing deflection measuringinstruments etc. complete with platforms for fixing theinstruments etc. co

Nos 1.00 100,000.00 100,000.00

7 3.10 Providing and laying in-situ RCC M30 grade concrete in waistslab , beams ,landing slab ,steps including centering,shuttering, mixing in mechanised batch mix plant,compaction, curing and dewatering if necessary, excludingreinforcement as per specificat

cum 41.00 2,966.00 121,606.00

8 3.11 Providing and fixing 150 x 100 mm non skidding precastchequred tiles 25 mm thick of approved quality in trafficisland and where ever necessary in city suburban limit over18 mm thick C.M 1:3 including curing etc.complete as perdrawing and as directed

sqm 149.00 260.89 38,873.02

PART - 4. MISCELLANEOUS ITEMS - 1 4.01 Providing and casting RCC Crash Barrier in M40 controlled

concrete with cast-in-situ or precast members as per detaileddrawings including necessary scaffolding, centering,formwork, mixing by using admixture in mechanised batchmix plant, transporting,

Rmt. 431.00 3,825.00 1,648,575.00

2 4.02 Providing and laying 100 mm HDPE,DWC pipe as perIS;14930 part-II mark in true inside the crash barrier andbelow footpath for the conduits for electrification andservices including fixtures, specials etc. complete as perspecification and as directe

Rmt. 5,706.00 144.00 821,664.00

3 4.03 Providing and laying in-situ M25 grade cement concrete inRCC Median Verge Kerb, Railing Beam and footpath coverslab including formwork, transporting, placing, compacting,finishing, curing, etc. complete with all leads and lifts as perdrawing & specifi

Cum. 550.00 2,817.00 1,549,350.00

4 4.04 Providing and fixing in position HYSD Fe415 reinforcing barsof various diameters for the above all RCC works in CrashBarrier as per detailed designs and drawings and scheduleincluding cutting, bending, hooking the bars, binding with 18SWG wires with

MT 31.00 35,491.05 1,100,222.55

5 4.06 Providing and fixing 100 mm dia. G.I. Drainage spouts,including grating with suitable clean out fixtures including allleads and lifts etc. complete as per specification, design &drawings and as directed by Engineer.

No. 216.00 354.00 76,464.00

6 4.08 Providing and fixing 150 mm dia. PVC down take pipesincluding cost of all materials, labour, fixing in true line andlevel, including bends, fixtures, specials etc. complete with alllifts and leads etc. as per specifications and as directed byEngineer.

Rmt. 432.00 320.00 138,240.00

7 4.09 Providing and constructing catch pit 0.90 m x 0.45 m x 1.2 mdeep in BB masonry including excavation, backfilling in soil,100 mm thick M-15 grade PCC below and covered with 100mm thick RCC M-25 slab, reinforcement, M.S. covering,smooth finish from insi

No. 2.00 2,033.00 4,066.00

8 4.10 Providing and fixing precast concrete 300 mm dia. pipes,type NP3, granular and concrete bedding below pipe,encasing pipe with M-30 concrete, including cost of allmaterials, labour, etc. complete with all lifts and leads etc. asper specifications and a

Rmt. 30.00 624.00 18,720.00

9 4.11 Providing and fixing in position elastomeric Stripsealexpansion joint for movement of + and - 40 mm as perspecification and detailed drawing including cost of allmaterials, fixtures, welding, preparing surface for receivingjoints, testing of all ma

Rmt. 377.00 7,523.00 2,836,171.00

4



(Rs.) Amount in

(Rs.) 10 4.12 Providing and applying primer coat using bituminous

emulsion or cut back primer over prepared surface of deckslab with emulsion preheated to a temperature between 20 -60OC and applying a uniform coat with the aid of selfpropelled bitumen pressure spray

Sqm. 8,559.00 31.00 265,329.00

11 4.13 Providing and applying tack coat using bituminous emulsionor cut back primer over primed / black top surface withemulsion preheated to a temperature between 20 - 60OC andapplying a uniform coat with the aid of self propelled bitumenpressure sprayer wi

Sqm. 8,559.00 16.00 136,944.00

12 4.14 Providing and laying mastic asphalt water proof coat withcomposition of bitumen 30/40 penetration grade conformingto MOST specification with the bitumen of 14% to 17%weight of total mix including cleaning the surface, testing ofmaterials in approved l

-

a) 6 mm thick Sqm. - 95.00 - b) 12 mm thick Sqm. 8,559.00 190.00 1,626,210.00

13 4.15 Providing and laying 40-100 mm thick hot mix hot laid densebituminous macadam on prepared surface using 30 - 40grade bitumen with bitumen content of 4.5% of weight of totalmix including cleaning the surface, providing necessaryaggregate with specified

Cum. 4,280.00 4,307.00 18,433,960.00

14 4.16 Providing and laying Bituminous Concrete in a single layer of25mm to 50 mm compacted thickness on prepared surfaceusing bitumen of grade approved by the engineer 30-40grade @ 5.5% of bitumen by weight of mix includingproviding necessary aggregates wi

Cum 2,140.00 5,090.00 10,892,600.00

15 4.17 Providing & fixing discontinuous M25 PCC precast kerbstonesof size 600 x 300 x 1200 mm at a spacing of 1200 mmc/c on road side parallel to the retaining wall of reinforcedstructure at a distance of 1000 mm from the face of retainingwall including tran

No. 400.00 608.42 243,366.15

16 4.18 Providing and fixing four pillars, one at each corner of each ofthe bridge of approved architectural design with pedestals tohouse the granite tablets as per details approved by theCorporation, including transportation, placing etc. completewith all l

Sqm. 8.00 3,611.00 28,888.00

17 4.20 Providing & fixing in position 100 mm Dia. A.C. pipes asweep holes in Abutments and Return Walls completed in allrespect as per specification and as directed by Engineer. Nos 100.00 60.00 6,000.00

18 4.21 Providing & fixing in position MS Railing over RCC CrashBarrier, staircase including Support Angle/Fixtures as perDetailed Drawing and Specifications and as directed by theEngineer.

Rmt. 483.00 1,371.00 662,193.00

19 4.22 Providing & Fixing Bituminous Filler Pad material 20 mm thk.between two carriageways Rmt. 571.00 262.00 149,602.00

20 4.24 Construction of RCC railing of M20 Grade in-situ with 20 mmnominal size aggregate, true to line and grade, tolerance ofvertical RCC post not to exceed 1 in 500, centre to centrespacing between vertical post not to exceed 1000 mm,leaving adequate space

RM 951.00 1,220.00 1,160,220.00

21 4.25 Back filling behind abutment ,wing wall and return wallcomplete as per drawing and technical specification cum 226.00 176.00 39,776.00

22 4.26 Providing and fixing Neoprene bearing as per standardspecification etc.complete( as per IRC-83 Part-11)

cu.centimeter - 1.29 -

PART - 5. SOLID APPROACHES / REINFORCED EARTH RETAINING WALL - 1 5.01 Excavation for foundation of structures including dewatering,

shoring and strutting as necessary and backfilling thetrenches with excavated material in layers of 15 to 20 cmsand disposing of remaining unsuitable material with all leadsand lifts as dir

-

5



(Rs.) Amount in

(Rs.) a) Soils of all types including ordinary earth, sand, dry / wetsoil marine clay, boulder, kankar, soft murrum, hard murrumetc

Cum. 58,140.00 81.00 4,709,340.00

2 5.02 Providing and laying in situ PCC M30 grade bedding concretebelow facia element / foundation including dewatering,shuttering, mixing in mechanised batch mix plant,compacting, curing etc. complete true to level and position asdirected by Engineer and as

Cum. 44.00 2,828.00 124,432.00

3 5.03 Providing & fixing of precast facia elements in RCC M30grade for reinforced soil embankment for approach returnsand abutment as per specifications given in the Tender withsuitable as specified in tender document including allmaterials, connections, j

Sqm. 951.00 1,091.00 1,037,541.00

4 5.04 Providing and laying in-situ RCC M-30 grade friction slab /coping beam on top of facia wall concrete, necessaryshuttering, centering, compaction by vibrating, curing, jointsetc.complete in all respect with cast in-situ expansion gap at50 m interval as

Cum. 207.00 3,074.00 636,318.00

5 5.05 Providing and fixing in position HYSD Fe415 reinforcing barsof various diameters for the above all RCC works of FrictionSlab as per detailed designs and drawings and scheduleincluding cutting, bending, hooking the bars, binding with 18SWG wires with

MT 20.00 35,491.05 709,821.00

6 5.06 Providing earth work in embankment by using mechanicalmeans with approved material obtained from borrow areashaving 4 days soaked CBR equal to or more than 6%, layingin layers not exceeding 200 mm, breaking clods, dressing tothe required lines, curves

Cum 6,541.00 191.00 1,249,331.00

7 5.18 Providing and fixing of mechanically woven Double TwistedHexagonal shaped wire mesh Gabian boxes of requiredsection , Garware steel Gabian or equivalent , Mesh type10x12, wires Zn+pvc coated , mesh wire dia.2.7mm/3.7mm(I.D/O.D), edges of meshes mechan

-

Gabian boxes - 1.0m height cum 41,360.00 1,863.00 77,053,680.00 Gabian boxes - 0.5m height cum - 2,281.00 -

8 5.19 Backfilling Inside the Gabbion Wall for approach embakmentby using mechanical means with approved material obtainedfrom borrow areas having 4 days soaked CBR equal to ormore than 6%, laying in layers not exceeding 200 mm,breaking clods, dressing to the required lines, curves grades,and watering to OMC and compacting to 95% modifiedproctor density with vibratory roller having minimum 80 - 100kN static weight including all lifts and leads etc. complete asdirected by Engineer and as per specification. includingExcavation ,dewatering etc complete

Cum 119,001.00 191.00 22,729,191.00

9 5.20 Ground Improvement by removing unsitable soil andbackfilling with murrum with approved material obtained fromborrow areas having 4 days soaked CBR equal to or morethan 6%, laying in layers not exceeding 200 mm, breakingclods, dressing to the required lines, curves grades, andwatering to OMC and compacting to 95% modified proctordensity with vibratory roller having minimum 80 - 100 kNstatic weight including all lifts and leads etc. complete asdirected by Engineer and as per specification. includingExcavation ,dewatering etc complete

cum 57,600.00 254.00 14,630,400.00

347,145,677.32

366,258,627.32

19,112,950.00

Total

6

BOQ

ROB AT HINGOLI GATE


SUMMARY OF COST ESTIMATES - ROB AT HINGOLI GATE

1 1.0 Preliminary Works 1,998,712.00

2 2.0 Foundations & Sub-structures 85,132,750.65

3 3.0 Superstructure 82,092,241.55

4 4.0 Miscellaneous Items 17,358,944.98

5 5.0 Solid Approaches / Reinforced Earth Retaining Wall 6,672,347.00

Total Base Cost (from Part 1.0 to 5.0) 193,254,996.18

Contingencies (@ 5% over 1.0 to 5.0) 9,662,750.00

Sub-Total Cost including Contingencies 202,917,746.18

Overhead (@ 8%) - as per MoRTH 16,233,420.00

Sub-Total Cost including Contingencies & Overhead 219,151,166.18

Cost Escalation (@ 10% per annum) 21,915,117.00

GRAND TOTAL COST (including Cont., Overhead & Cost Esc.) 241,066,283.18

Amount (Rs.)Sl. Part Description

Sl. No.

Item No. Item Description Unit Quantity Rate in (Rs.)

Amount in (Rs.)

PART - 1. PRELIMINARY WORKS1 1.01 Clearing and grubbing road land including uprooting all

vegetation, grass, bush shrubs, saplings and trees of girthupto 300 mm, removal of stumps of trees of girth of all sizesincluding removing stumps of trees cut earlier and disposalof unserviceable materials and stacking of serviceablematerials as directed by Engineer with all leads and lifts etc.complete as per specification.

Ha 2 16461 32,922.00

2 1.02 Installation of a steel portable barricade with horizontal rail300 mm wide, 2.5 m in length fitted on a 'A' frame madewith 45 x 45 x 5 mm angle iron section, 1.5 m in height,horizontal rail painted (2 coats) with yellow and whitestripes, 150 mm in width at an angle of 450, 'A' framepainted with 2 coats of yellow paint, complete as perIRC:SP:55-2001

Nos 620 1522 943,640.00

3 1.04 Dismantling of structures and sorting of the dismantledmaterial, disposal of unserviceable material and stackingserviceable materials as directed by Engineer with all leadsand lifts etc. complete as per specification and as per siterequirements.Dismantling PCC Kerb Median

Cum. 300 138 41,400.00

b) Dismantling of Concrete Structures Cum. 144 - Ref: Sr.No. 1.04 b) Of RA as per MORT&H -

4 1.05 Soil Investigation - Taking one 100 mm bore hole at each foundation locationof ROB proper and one each in approaches on each side byusing double tube boring machine and carrying out tests todetermine Engineering Properties of soil and to ascertainrock levels / qualities of strata at each location andsubmitting the soil investigation report with necessaryinterpretation of the test results as directed by Engineer andas per specification. a

-

a) Boring in all strata excluding hard rock. Rmt. 500 1474 737,000.00 b) Drilling in hard rock. Rmt. 125 1950 243,750.00

1 2.01 Excavation for foundation of structures and staircaseincluding existing pavement surfaces including dewatering,shoring and strutting as necessary and backfilling thetrenches with suitable excavated material in layers of 15 to20 cms and disposing of remaining unsuitable material withall lifts and lead as directed and preparation of bed forconcreting of foundations etc. complete as directed byEngineer and as per specification.

-

i) a) Soils of all types upto 3m depth Cum. 4500 81 364,500.00 including ordinary earth, sand dry / wet soil, marine clay,boulders, kankars, soft murrum, hard murrum, etc. -

b) Soils of all types greater than 3m depth Cum. 90 - ii) Excavation foundation of structure in rock by wedging /

chiselling / controlled blasting or line drilling andmechanical means including shoring and struting asnecessary and disposing of excavated stuff as directed orstacked etc.complete by engineer with all leads and lifts .

Cum. 300 426 127,800.00

2 2.02 Providing Trial Pits to find out the utilities in the proposed alignment. The Location details shall be submitted by the Contractor as directed by the Engineer. -

a) Soils of all types upto 3m depth Cum. 1300 81 105,300.00 including ordinary earth, sand dry / wet soil, marine clay,boulders, kankars, soft murrum, hard murrum, etc. -

Improvement of Movemnt Network IN Nananded under JNNURMSummary of Bill of Quantities for RoB at hingoli gate

PART - 2. FOUNDATIONS & SUBSTRUCTURES

1

Sl. No.


Amount in (Rs.)

b) Soils of all types greater than 3m depth Cum. 0 90 - 3 2.03 Providing and laying in situ M15 grade bedding concrete in

foundation, Annular filling bollow pile cap includingdewatering, shuttering, mixing in mechanised batch mixplant, compacting, curing etc. complete true to level andposition as directed by Engineer and as per specification.

Cum. 268 2364 633,552.00

3 2.04 Providing and casting in situ controlled cement concrete M30 for RCC bored pile including necessary dewatering,formwork, mixing in mechanised batch mix plant,transporting, compacting, vibrating,curing and finishingincluding all leads & lifts Including Chipping and dressing ofthe RCC piles upto cut-off level (Min. 1D) including cleaningof reinforcement and removal of dismantled materials(Excluding Reinforcement) complete as per detailedspecifications. Note: 10% additional cement to be addedover and above the quantities required as per designs.

-

1.0 m Dia Pile Rmt 3600 6521 23,475,600.00 1.2 m Dia pile Rmt 900 7385 6,646,500.00

4 2.05 Carrying out load test on any pile as per standard procedurelaid down in the IS:2911 specification including constructionof test cap, dismantling the cap after test and cleaning thesite and maintaining complete records of load settlement asdirected by Engineer and as per specification, andsubmission of records.

-

a) Initial Load Test on test - pile for 2.5 times the design load specified in Drawings - 1.0 m Dia Pile (2% of 252 piles in total) = 6 Nos. ( Loadper Pile = 200 t x 2.5 = 500.0 t) x 6 Nos. MT 3000 312 936,000.00

1.2 m Dia Pile (2% of 64 piles in total) = 2 Nos.( Load perPile = 300 t x 2.5 = 750.0 t) x 2 Nos. MT 1500 312 468,000.00

b) Routine pile load test on - pile for 1.5 times the design load specified in Drawings - 1.0 m Dia Pile (2% of 252 piles in total) = 6 Nos.( Loadper Pile = 200 t x 1.5 = 300.0 t) x 6 Nos. = MT 1800 300 540,000.00

1.2 m Dia Pile (2% of 64 piles in total) = 2 Nos.( Load perPile = 300 t x 1.5 = 450.0 t) x 2 Nos. MT 900 300 270,000.00

c) Horizontal pile load test on - pile for 1.5 times the design load specified in Drawings - 1.0 m Dia Pile (2% of 252 piles in total) = 6 Nos.( Loadper Pile = 20 t x 1.5 =30.0 t) x 6 Nos. = MT 180 5000 900,000.00

1.2 m Dia Pile (2% of 64 piles in total) = 2 Nos. ( Loadper Pile = 30 t x 1.5 = 45.0 t) x 2 Nos. MT 90 5000 450,000.00

5 2.06 Providing and laying 600 mm thick filter media behindabutment as per detailed drawing & specifications complete. Cum 130 333 43,290.00

6 2.08 Providing and laying M30 grade cement concrete for cast-in-situ piers, abutments,Retaining Wall ,dirt walland columm ofstaircase etc. as per approved design and drawings, withnecessary centering, shuttering with asthetic finishes mixingin mechanised batch mix plant, scaffolding, transporting,placing, compacting by mechanical vibrators, finishing,curing etc. complete excluding reinforcement as directed byEngineer and as per specification.

Cum. 1040 4418 4,594,720.00

7 2.09 Providing and laying in situ controlled M30 grade cementconcrete for RCC caps and pedestal over piers andabutments including necessary scaffolding formwork,centering, mixing in mechanised batch mix plant,transporting, placing, compacting by mechanical vibrators,finishing and curing etc. complete excluding reinforcement,as directed by Engineer and as per specification.

Cum 685 4528 3,101,680.00

2

Sl. No.


Amount in (Rs.)

8 2.10 Providing & fixing in position HYSD Fe415 steel bars ofvarious diameters for all RCC works in Piles, Piles Caps,well steining,well curb,foundations ,Pier, Pier Cap,Abutment wall, Dirt wall, Pedestals as per detailed design &drawings and schedule including cutting, bending, hookingthe bars, binding with 18 SWG wires or tack welding (onlyfor piles) and supporting as required with all lifts and leadsetc. complete including all laps, chairs, spaces etc. and costof all labour, materials, tools, plants, equipments etc. allcomplete as directed by Engineer and as per specification.

MT 913 35491 32,403,328.65

9 2.11 Providing and applying one coat of zinc-rich epoxy primerand two coats of coal tar epoxy paint of reqd. thickness asper specifications to all concrete surfaces in contact withearth in foundation and substructure including all cost ofmaterial, labour, transportation and preparing the surfacesby cleaning, washing, brushing, sand / grit blasting etc.complete as directed by Engineer and as per specification.(Paint shall be got tested from approved laboratory).

Sqm. 1800 117 210,600.00

10 2.18 Providing and laying in situ M30 reinforced cement concretewell caps / pile caps including necessary shutteringcompacting by vibrating finishing and curing etc. complete(excluding reinforcement ) as directed by Engineer

cum 2680 2839 7,608,520.00

11 2.22 Providing and installing 6 / 8 mm MS liner for bored-cast-in-situ concrete piles including applying protective coating asper drawing and specification and as directed by Engineer(excluding reinforcement).

MT 60 37556 2,253,360.00

- 1 3.01 Providing 12.7 / 15.2 mm nominal dia. high tensile

prestressing steel conforming to low Relaxationprestressing steel strands as per IS:14268 strands - CI. II ofspecified ultimate strength, including cutting, cleaning,forming cables etc and further including providing and layingcorrugated HDPE sheathing of specified dia., anchorages,stagewise stressing, grouting testing of materials Class IIfor I- Girder / Box Girder and specified dia., anchorages,stagewise stressing, grouting, testing of materials and allenabling work for post tensioning of steel etc. includingprovision of coupler wherever requiredcomplete including alllifts and leads as per specification and approved design anddrawings and as directed by Engineer.

MT 147 93334 13,720,098.00

2 3.02 Providing and laying controlled cement concrete of M40grade in post-tensioned precast 'I' Girders includingnecessary casting yard, casting trough, centering,formwork, mixing by using admixture in mechanised batchmix plant, transporting, placing, compacting by mechanicalvibrators, finishing, curing etc. complete including inserts, ifany, epoxy mortar filling, lifting, shifting, transporting 'I'girder to the actual pier location and erecting in correctalignment on temporary bearings over the pier caps etc.complete as directed by Engineer and as per specification,excluding reinforcement and HTS strands.

Cum 2802 4625 12,959,250.00

PART - 3. SUPERSTRUCTURE

3

Sl. No.


Amount in (Rs.)

3 3.03 Providing and fixing POT cum PTFE bearing to the true lineand level and in position as per drawings and BS:5400, Sec.9.1 & 9.2 so as to impart full and even bearing on the seatsand free movements / restraints as specified including costof all materials, fixtures, preparing surface for receivingbearings, grouting of sleeves in pier caps / superstructureswith non-shrink high early strength grout of flowableconsistency, load testing of all bearings as per design anddrawings and specification, removing clamps provided fortransportation and handling etc. complete including all leadsand lifts as directed by Engineer.

-

a) POT fixed bearing - 2) 180 Ton capacity each Nos 66 12100 798,600.00 3) 200 Ton Capacity each Nos 6 24200 145,200.00 4) 260 Ton capacity each Nos 4 31460 125,840.00 b) POT cum PTFE bearing - 2) 180 Ton capacity each Nos 126 12100 1,524,600.00 3) 200 Ton Capacity each Nos 6 24200 145,200.00 4) 260 Ton capacity each Nos 4 31460 125,840.00

4 3.04 Providing and laying controlled in-situ cement concrete ofM40 grade in RCC deck slab and diaphragm includingnecessary scaffolding, centering, formwork, mixing by usingadmixture in mechanised batch mix plant, transporting,placing, compacting by mechanical vibrators finishing andcuring etc. complete as per specification and as directed byEngineer, excluding reinforcement.

Cum. 3940 4946 19,487,240.00

5 3.05 Providing and laying controlled in-situ cement concrete ofM40 grade in Box Girders including necessary centering,formwork, mixing by Using Admixture in mechanised batchmix plant, transporting, placing, compacting by mechanicalvibrators, post threading of cables, finishing, curing etc.complete including inserts if any, epoxy mortar filling inanchorages, etc. complete as directed by Engineer and asper specification, excluding reinforcement and HTS strands.

Cum. 470 5867 2,757,490.00

6 3.06 Providing and fixing in position HYSD Fe415 reinforcingbars of various diameters for all RCC works ofSuperstructure as per detailed design and drawings andschedule including cutting, bending, hooking the bars,binding with 18 SWG wires, including all laps, chairs,spacers etc. and cost of all labour, materials, tools, plants,equipment, supporting as required with all lifts and leadsetc. all complete as per specification and as directed byEngineer.

MT 851 35,491.05 30,202,883.55

7 3.07 Providing and applying one coat Epoxy Phenolic primer ofDFT 50 micron and two coats of Epoxy Phenolic coating ofDFT 100 microns each or any other equivalent epoxycoating system to all concrete surfaces exposed toatmosphere in superstructure including cost of material,labour, transportation, scaffolding and preparing thesurfaces by cleaning, washing, brushing, sand / grit blastingetc. complete and as directed by Engineer and as perspecification. (Paint shall be got approved from Engineerand tested from approved laboratory).

Sqm. 0 132 -

8 3.08 Providing and applying 3 coats of water based cement paintof approved quality to the inner concrete surfaces of BoxGirder in superstructure including cost of all materials,labour, transportation, scaffolding and preparing thesurfaces by cleaning, washing, brushing, sand / grit blastingetc. complete, as directed by Engineer and as perspecification. (Paint shall be got tested from approvedlaboratory).

Sqm. 0 114 -

4

Sl. No.


Amount in (Rs.)

9 3.09 Providing and carrying out load test on bridge deck withsimulated loading including provision, placing and removalof loading, supplying, fixing and removing deflectionmeasuring instruments etc. complete with platforms forfixing the instruments etc. complete as per the detailssupplied and specification and as directed by Engineer andincluding submission of required results in triplicate aftersatisfactory completion of the load test.

Nos 1 100000 100,000.00

- 1 4.01 Providing and casting RCC Crash Barrier in M40 controlled

concrete with cast-in-situ or precast members as perdetailed drawings including necessary scaffolding,centering, formwork, mixing by using admixture inmechanised batch mix plant, transporting, placing,compacting, finishing, curing, etc. complete includingproviding and fixing of inserts if any with all leads and liftsas per drawing & specification and as directed by Engineer,excluding reinforcement.

Rmt. 1530 3825 5,852,250.00

2 4.02 Providing and laying 100 mm HDPE pipe in true line andlevel inside the crash barrier and drain for the conduits forelectrification and services including fixtures, specials etc.complete as per specification and as directed by Engineer.

Rmt. 1530 144 220,320.00

3 4.03 Providing and laying in-situ M25 grade cement concrete inRCC Median Verge Kerb, Railing Beam and footpath coverslab including formwork, transporting, placing, compacting,finishing, curing, etc. complete with all leads and lifts as perdrawing & specification and as directed by Engineer.(Excluding Reinforcement)

Cum. 185 2817 521,145.00

4 4.04 Providing and fixing in position HYSD Fe415 reinforcingbars of various diameters for R.C.C. Crash Barrier, MedianKerbs as per detailed designs and drawings and scheduleincluding cutting, bending, hooking the bars, binding with 18SWG wires with all laps, chairs, spacers etc. and cost of alllabour, materials, tools, plants, equipments, supporting asrequired with all lifts and leads etc. all complete as perspecification and as directed by Engineer.

MT 9.5 35,491.05 337,164.98

5 4.06 Providing and fixing 100 mm dia. G.I. Drainage spouts,including grating with suitable clean out fixtures including allleads and lifts etc. complete as per specification, design &drawings and as directed by Engineer.

No. 339 354 119,829.00

6 4.07 Providing and fixing 150 mm diameter PVC longitudinalrunner pipes / under drain along soffit of deck slab includingcost of all materials, labour, fixing in true line and level,including bends, fixtures, specials etc. complete with all liftsand leads etc. as per specifications and as directed byEngineer.

Rmt. 1010 320 323,040.00

7 4.08 Providing and fixing 150 mm dia. PVC down take pipesincluding cost of all materials, labour, fixing in true line andlevel, including bends, fixtures, specials etc. complete withall lifts and leads etc. as per specifications and as directedby Engineer.

Rmt. 940 320 300,800.00

8 4.11 Providing and fixing in position elastomeric Stripsealexpansion joint for movement of + and - 40 mm as perspecification and detailed drawing including cost of allmaterials, fixtures, welding, preparing surface for receivingjoints, testing of all materials in approved laboratoryincluding all leads and lifts etc. complete in deck slab andcrash barrier at the joints as per specification, drawings andas directed by Engineer.

Rmt. 172 7523 1,293,956.00

PART - 4. MISCELLANEOUS ITEMS

5

Sl. No.


Amount in (Rs.)

9 4.12 Providing and applying primer coat using bituminousemulsion or cut back primer over prepared surface of deckslab with emulsion preheated to a temperature between 20 -60OC and applying a uniform coat with the aid of selfpropelled bitumen pressure sprayer with self heatingarrangement and spraying bar with nozzles of constantvolume for pressure system at 10 kg/10 sqm including allmaterials, labour, machinery etc. complete with all leadsand lifts as directed by Engineer and as per specification.

Sqm. 7580 31 234,980.00

10 4.13 Providing and applying tack coat using bituminous emulsionor cut back primer over primed / black top surface withemulsion preheated to a temperature between 20 - 60O

and applying a uniform coat with the aid of self propelledbitumen pressure sprayer with self heating arrangement andspraying bar with nozzles of constant volume for pressuresystem at 5 kg/10 sqm including all materials, labour,machinery etc. complete with all leads and lifts as directedby Engineer and as per specification.

Sqm. 7580 16 121,280.00

11 4.14 Providing and laying mastic asphalt water proof coat withcomposition of bitumen 30/40 penetration grade conformingto MOST specification with the bitumen of 14% to 17%weight of total mix including cleaning the surface, testing ofmaterials in approved laboratory etc. complete on the deckslab of the flyover as required and as directed by Engineer.

-

a) 6 mm thick Sqm. 95 - b) 12 mm thick Sqm. 7580 190 1,440,200.00

12 4.15 Providing and laying 40-100 mm thick hot mix hot laid densebituminous macadam on prepared surface using 30 - 40grade bitumen with bitumen content of 4.5% of weight oftotal mix including cleaning the surface, providing necessaryaggregate with specified gradation, mixing with mechanicalmeans in hot mix plant of suitable capacity of preferablybatch mix type and electronically controlled mixing to thespecified temperature, transporting and laying the mix withself propelled paver finisher with electronic sensor deviceand initial compaction with min. 80 - 100 kN static weightvibratory roller / pneumatic tyred roller having min. 150 - 250kN weight having a tyre pressure of at least 0.7 Mpa andfinished with min. 60 - 80 kN weight smooth wheeledtandem roller to achieve desired density including allmaterials, labour, machinery etc. complete with all leadsand lifts as per specification and as directed by Engineer,excluding tack coat.

Cum. 580 4307 2,498,060.00

13 4.16 Providing and laying Bituminous Concrete in a single layerof 25mm to 50 mm compacted thickness on preparedsurface using bitumen of grade approved by the engineer30-40 grade @ 5.5% of bitumen by weight of mix includingproviding necessary aggregates with specified gradationmixing with mechanical means in hot mix plant of suitablecapacity of batch mix type and electronically controlledmixing to the specified temperature, transporting and layingthe mix with self propelled paver finisher with electronicsensor device in full width and initial compaction withminimum 80 - 100 KN static weight smooth wheeled rollerfollowed by intermediate rolling with minimum 80 - 100 KNstatic weight vibratory roller / pneumatic tyred roller havingminimum 150 - 250 KN weight having a tyre pressure ofatleast 0.7 MPa and finished with minimum 60 - 80 KNweight smooth wheeled tandem roller to achieve desireddensity including all material, labour, machinery with allleads and lifts etc. complete (excluding tack coat) andincluding cement filler @2% by weight of mix.

Cum 290 5090 1,476,100.00

6

Sl. No.


Amount in (Rs.)

14 4.20 Providing & fixing in position 100 mm Dia. A.C. pipes asweep holes in Abutments and Return Walls completed in allrespect as per specification and as directed by Engineer. Nos 48 60 2,880.00

15 4.21 Providing & fixing in position MS Railing over RCC CrashBarrier including Support Angle/Fixtures as per DetailedDrawing and Specifications and as directed by theEngineer.

Rmt. 1530 1371 2,097,630.00

16 4.22 Providing & Fixing Bituminous Filler Pad material 20 mmthk. between two carriageways Rmt. 505 262 132,310.00

17 4.26 Providing and fixing Neoprene bearing as per standardspecification etc.complete( as per IRC-83 Part-11) cm3 300000 1.29 387,000.00

- 1 5.01 Excavation for foundation of structures including

dewatering, shoring and strutting as necessary andbackfilling the trenches with excavated material in layers of15 to 20 cms and disposing of remaining unsuitable materialwith all leads and lifts as directed and preparation of bedfor concreting of foundations etc. complete as directed byEngineer and as per specification.

-

a) Soils of all types including ordinary earth, sand dry / wetsoil, marine clay, boulders, kankars, soft boulders, kankars,soft etc

Cum. 175 81 14,175.00

2 5.02 Providing and laying in situ PCC M30 grade beddingconcrete below facia element / foundation includingdewatering, shuttering, mixing in mechanised batch mixplant, compacting, curing etc. complete true to level andposition as directed by Engineer and as per specification.

Cum. 565 2828 1,597,820.00

3 5.03 Providing & fixing of precast facia elements in RCC M30grade for reinforced soil embankment for approach returnsand abutment as per specifications given in the Tender withsuitable as specified in tender document including allmaterials, connections, joints, fittings and erection of faciaand reinforcing etc. complete in all respect, as directed byEngineer and as per specification, including casting anderection of PC units along with necessary insitu concreteworks for foundations as well as coping and providingweepholes, perforated drain pipes behind the wall fornecessary drainage arrangement etc. complete asspecified/manufacturer's requirement.

Sqm. 2210 1091 2,411,110.00

4 5.04 Providing and laying in-situ RCC M-30 grade friction slab /coping beam on top of facia wall concrete, necessaryshuttering, centering, compaction by vibrating, curing, jointsetc.complete in all respect with cast in-situ expansion gap at50 m interval as directed by Engineer and as perspecification and drawing, excluding reinforcement.

Cum. 400 3074 1,229,600.00

5 5.05 Providing and fixing in position HYSD Fe415 reinforcingbars of various diameters for the above all RCC works ofFriction Slab as per detailed designs and drawings andschedule including cutting, bending, hooking the bars,binding with 18 SWG wires with all laps, chairs, spacersetc. and cost of all labour, materials, tools, plants,equipments, supporting as required with all lifts and leadsetc. all complete as per specification and as directed byEngineer.

MT 40 35491 1,419,642.00

193,254,996.18

PART - 5. SOLID APPROACHES / REINFORCED EARTH RETAINING WALL

Total

7

RATE ANALYSIS

Rates of Material As per DSR (06-07) Max.Lead *Allowed

Lead Lead Charges Royalty charges

Rates including

Sr.No. Material Unit Rate in Km in Km in Rs in Rslead/Royalty

in Rs

1 Sand Per cum 206 18 13 149.32 17.67 372.99

Metal

2 40 mm Per cum 303 18 18 187.46 17.67 508.13

3 25 mm Per cum 303 18 18 187.46 17.67 508.13

4 20 mm Per cum 303 18 18 187.46 17.67 508.13

5 12 mm Per cum 303 18 18 187.46 17.67 508.13

6 10 mm Per cum 303 18 18 187.46 17.67 508.13

7 6 mm Per cum 303 18 18 187.46 17.67 508.13

8 Stone dust Per cum 275 18 18 187.46 17.67 480.13

* : 5 Km initial lead Built in SSR Deducted

DEVELOPMENT OF CITY ROADS IN NANDED UNDER JNNURM

RATES OF MATERIALS

Source : As per schedule of rates 2006-2007 (P.W.D.Nanded)

Rates of Material

As per Market Rate

Sr.No. Material Unit Rate

1 *Cement Per MT 3,990.00

2 *Bitumen Grade 30/ 40

Bulk Per MT 24,693.00

3*Modified Bitumen

PMB 40 Per MT 28,959.00

* : Inclusive of all taxes

Source : Rates collected from authorized Dealers in Nanded

Sr No Description Unit Quantity Rate Rs Cost RsSec 1 Preliminary Works1.01 Clearing and Grubbing Road Land .

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

By Mechanical MeansIn area of light junglea) Labour

Mate day 0.160 130.00 20.8Mazdoor day 4.000 120.00 480.0

b) MachineryDozer 80 HP with attachment for removal of trees & stumps hour 10.000 1423.00 14230Tractor-trolley hour 1.000 234.00 234.00

c) Contractor's profit @ input on (a+b) 1496.48Rate per Hectare = a+b+c 16461.28

say 16461

1.02 Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m inlength fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m inheight, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in widthat an angle of 450, 'A' frame painted with 2 coats of yellow paint, complete as perIRC:SP:55-2001 Unit = eachTaking output = one steel portable barricadea) Labour

Mate day 0.020 130.00 2.60Mazdoor day 0.250 120.00 30.00Painter day 0.500 130.00 65.00Welder day 0.250 130.00 32.50

b) MaterialAngle iron 45 x 45 x 5 mm kg 25.000 30.00 750.00MS sheet 300 mm wide,2.5 m long and 2.6 mm thick kg 15.000 30.00 450.00Paint litre 0.500 105.00 52.50

Add 2 per cent of cost of steel for welding consumables, nuts & bolts and drillingholes 1.10

c) Contractor's profit @ input on (a+b) 138.37Rate per barricade = a+b+c 1522.07

say 1522

1.03 Supplying and fixing the necessary sign boards as per site requirements and asdirected by Engineer.

a) Information sign boardsAs per DSR 2005-06( Page No.183 Sr.No. 772 ) Nos 10000Add Corporation Charges @5% 500Total 10500

b) Cautionary sign boardAs per DSR 2005-06( Page No.180 Sr.No. 766 ) Nos 3500Add Corporation Charges @5% 175Total 3675

c) Mandatory and directional sign boardsAs per DSR 2005-06( Page No.181 Sr.No. 769 ) Nos 3275Add Corporation Charges @5% 164Total 3439

D. P. R. FOR DEVELOPMENT OF NANDED CITY ROADS UNDER JNNURMRATE ANALYSIS

1

Sr No Description Unit Quantity Rate Rs Cost Rs1.03 d) Road Delineators

Supplying and installation of delineators (road way indicators, hazard markers, objectmarkers), 80-100 cm high above ground level, painted black and white in 15 cm widestrips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panelsat the top, buried or pressed into the ground and conforming toIRC-79 and thedrawings.Unit = EachTaking output= 30 Nos.a) Labour

Mate day 0.040 130.00 5.20Mazdoor for fixing day 1.000 120.00 120.00

b) Material 30.000 550.00 16500.00Cost of approved type of delineators from ISI certified firm as per the standard drawing given in IRC - 79 each 1650.00

Add 10 per cent cost of material for installation 831.26c) Contractor's profit @ 10 % on (a+b) 1910.65Cost for 30 Nos. delineators = (a+b+ c) 21017.11Rate per delineators = (a+b+c) /30 say 701

1.03 e) Traffic Cone

Provision of red fluorescent with white reflective sleeve traffic cone made of lowdensity polyethylene (LDPE) material with a square base of 390 x 390 x 35 mmand a height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per BS 873

Unit = Running metreTaking output = 68 Nos.a) Labour


b) MaterialTraffic cones with 150 mm reflective sleeve each 68.000 600.00 40800.00

c) MachineryTractor-trolley hour 0.100 234.00 23.40

d) Contractor's profit @ input on (a+b+c) 4088.60Cost for 68 Nos. = a+b+c+d 44974.60Rate per metre = (a+b+c+d)/68 661.39

say 6611.04 a) Dismantling of existing structures like culverts, bridges, retaining walls and other

structure comprising of masonry, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres

Unit = cumTaking output = 1.25 cumBrick ,MasonaryIn cement mortara) Labour

Mate day 0.030 130.00 3.90Mazdoor for dismantling, loading and unloading day 0.750 120.00 90.00

b) MachineryTractor-trolley hour 0.270 234.00 63.18

c) Contractor's profit @ input on (a+b) 15.71Cost for 1.25 cum = a+b+c 172.79Rate per cum = (a+b+c)/ 1.25 138.23

say 138

1.04 b) Dismantling of flexible pavements , Cement Concrete Structure and Footpath anddisposal of dismantled materials up to a lead of 1000 metres, stacking serviceableand unserviceable materials separatelyUnit = cumTaking output = 1 cum

2

Sr No Description Unit Quantity Rate Rs Cost Rs By Mechanical MeansBituminous coursea) Labour


b) MachineryTractor-trolley hour 0.380 234.00 88.92Farm tractor with ripper @ 60 cum per hour hour 0.017 252.00 4.28

c) Contractor's profit @ input on (a+b) 13.05Rate per cum = a+b+c 143.55

say 1441.05 Taking one 100 mm bore hole at each foundation location of ROB proper and one

each in approaches on each side by using double tube boring machine and carryingout tests to determine Engineering Properties of soil and to ascertain rock levels /qualities of strata at each location and submitting the soil investigation report withnecessary interpretation of the test results as directed by Engineer and as perspecification.a) Boring in all strata excluding hard rock.As per DSR 2005-06( Page No.213 Sr.No. 16 ) Rmt 1404Add Corporation Charges @5% 70.2Total 1474b) Drilling in hard rock.As per DSR 2005-06( Page No.213 Sr.No. 18 ) Rmt 1857Add Corporation Charges @5% 92.85Total 1950

3

Sr No Description Unit Quantity Rate Rs Cost RsSec 2 Foundation and Substructures2.01 Excavation for Structures

Earth work in excavation of foundation of structures as per drawing andtechnical specification, including setting out, construction of shoring andbracing, removal of stumps and other deleterious matter, dressing ofsides and bottom and backfilling with approved material.Unit = cumTaking output = 10 cumDepth upto 3 ma) Labour


c) Contractor's profit @ 10% on (a+b) 40.461. Cost of dewatering may be added 10 per cent of labour cost . 40.46Cost for 10 cum = a+b+c 485.52Rate per cum = (a+b+c)/10 48.55The cost of shoring and shuttering, may be added @ 1 per cent on cost of excavation for open foundation.

0.49

Disposing Of Unsuitable Material Upto 3Km and lift 32.00Rate per cum 81.04

say 81.00Depth Above 3 m a) Labour

Mate/Supervisor day 0.18 140.00 25.20 Mazdoor day 4.50 110.00 495.00

b) Contractor's profit @10% on (a) 52.02Cost of dewatering may be added where required upto 15 per cent oflabour cost.

78.03

Cost for 10 cum = a+b+c 572.22Rate per cum = (a+b+c)/10 57.22The cost of shoring and shuttering, may be added @ 1 per cent on cost of excavation for open foundation.

0.57

Disposing Of Unsuitable Material Upto 3Km and lift 32.00Rate per cum 89.80

say 90.00

2.03 Plain/Reinforced Cement Concrete in Open Foundation complete as perDrawing and Technical Specifications.PCC Grade M15 Unit = cumTaking output = 15 cuma) Material

Cement tonne 4.70 3990.00 18753.00Coarse sand cum 6.75 372.99 2517.6820 mm Aggregate cum 8.10 508.13 4115.8510 mm Aggregate cum 5.40 508.13 2743.90

b) LabourMate day 0.86 140.00 120.40Mason day 1.50 195.00 292.50Mazdoor day 20.00 110.00 2200.00

c) MachineryConcrete mixer (cap. 0.40/0.28 cum) hour 6.00 150.00 900.00Generator 63 KVA hour 6.00 240.00 1440.00

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 2206.00d) Add Contractors Profit @ 10 % 2370.59Cost for 15 cum = a+b+c+d 35453.93Rate per cum = (a+b+c+d)/15 2363.60

say 2364.00


1

Sr No Description Unit Quantity Rate Rs Cost Rs2.04 RCC M30 Pile 1M / 1.2M dia

Using Batching Plant, Transit Mixer Unit = cumTaking output = 120 cuma) Material

Cement tonne 53.50 3990.00 213480.96Coarse sand cum 54.00 372.99 20141.4620 mm Aggregate cum 64.80 508.13 32926.8210 mm Aggregate cum 43.20 508.13 21951.22Admixture Kg 172.80 80.00 13824.00


c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 100 KVA hour 6.00 450.00 2700.00Loader 1 cum capacity hour 6.00 520.00 3120.00Transit Mixer 4 cum capacity for lead upto 1 km. hour 15.00 600.00 9000.00Transit Mixer 4 cum capacity, lead beyond 1 Km, L - lead in Kilometer

tonne.km 300L 6.00 9000.00

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 2813.00Add 5 per cent of cost of material and labour towards cost of formingsump, protective bunds, chiselling and making arrangements for underwater concreting with tremie pipe..

15250.63

d) Contractor's profit @ 10% on (a+b+c) 27770.38cost of 120 cum = a+b+c+d 380493.67Rate per cum = (a+b+c+d)/120 3170.78

say 3171.00

Bored cast-in-situ M30 grade R.C.C. Pile excluding Reinforcementcomplete as per Drawing and Technical Specifications and removal ofexcavated earth with all lifts and lead upto 1000 m.Pile diameter-1000 mmUnit = meterTaking output = 10 ma) Materials

RCC Grade M30 cum 7.85 3170.78 24890.63Rate for concrete may be adopted same as for bottom plug videitem no. 12.11( C ) (IV)Concrete to be cast with a tremie pipe 200mm dia. 1244.53b) Machinery( for boring and construction )

Hire and running charges of hydraulic piling rig with power unit and complete accessories including shifting from one bore location to another.(Extra 30% added for embedment in rock)

hour 7.80 3525.00 27495.00

Hire and running charges of light crane for lowering reinforcement cage

hour 0.50 230.00 115.00

Hire and running charges of Bentonite pump hour 6.00 Rate includedin piling rig

Loader I cum bucket capacity. hour 0.40 520.00 208.00Tipper 5.5 cum capacity for disposal of muck from pile bore hole hour 0.40 200.00 80.00Bentonite kg 350.00 20.00 7000.00

c) LabourMate/Supervisor day 0.16 130.00 20.80Mazdoor day 4.00 120.00 480.00Mazdoor for breaking pile head, bending bars, cleaning etc. day 1.00 120.00 120.00

d) Contractor's profit @10% on (b+c) 3551.88Cost for 10 m = a+b+c+d 65205.84Rate per metre (a+b+c+d)/10 6520.58

6521.00

2

Sr No Description Unit Quantity Rate Rs Cost RsBored cast-in-situ M30 grade R.C.C. Pile excluding Reinforcementcomplete as per Drawing and Technical Specifications and removal ofexcavated earth with all lifts and lead upto 1000 m.Pile diameter-1200 mmUnit = meterTaking output = 10 ma) Materials

RCC Grade M30 cum 10.17 3170.78 32246.84Rate for concrete may be adopted same as for bottom plug videitem no. 12.11( C ) (IV)Concrete to be cast with a tremie pipe 200mm dia. 1612.34b) Machinery( for boring and construction )

Hire and running charges of hydraulic piling rig with power unit and complete accessories including shifting from one bore location to another.(Extra 30% added for embedment in rock)

hour 7.80 3525.00 27495.00

Hire and running charges of light crane for lowering reinforcement cage

hour 0.50 230.00 115.00

Hire and running charges of Bentonite pump hour 6.00 Rate includedin piling rig

Loader I cum bucket capacity. hour 0.50 520.00 260.00Tipper 5.5 cum capacity for disposal of muck from pile bore hole hour 0.50 200.00 100.00Bentonite kg 385.00 20.00 7700.00

c) LabourMate/Supervisor day 0.18 130.00 23.40Mazdoor day 4.50 120.00 540.00Mazdoor for breaking pile head, bending bars, cleaning etc. day 1.00 120.00 120.00

d) Contractor's profit @10% on (b+c) 3635.34Cost for 10 m = a+b+c+d 73847.92Rate per metre (a+b+c+d)/10 7384.79

say 7385.00

2.05 Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV)

Unit = 1 MTTaking output = 1 MT

a) Initial load test tonne 600.00 300.00 180000.00Including The cost of pile 7385.00Rate per MT=a/600 312.00

b) routine load test tonne 375.00 300.00 112500.00Rate per MT=b/375 300.00

c) Lateral load test tonne 20.00 5000.00 100000.00Rate per MT=c/20 5000.00

2.06 Providing and laying 600 mm thick filter media behind abutment as perdetailed drawing & specifications complete.Unit = cumTaking output = 10 cum.a) Labour

Mate day 0.32 130.00 41.60Mazdoor for filling, watering, ramming etc. day 7.00 120.00 840.00Mazdoor (Skilled) day 1.00 125.00 125.00

b) MaterialFilter media of stone aggregate conforming to clause 2504.2.2. of MoRTH specifications.

cum 12.00 167.65 2011.80

c) MachineryWater Tanker of 6 KL capacity hour 0.06 200.00 12.00

d) Contractor's profit @10% on (a+b+c) 303.04cost for 10 cum of Fiter Media = a+b+c+d 3333.44

3

Sr No Description Unit Quantity Rate Rs Cost RsRate per cum = (a+b+c+d)/10 333.34

say 333.00

2.07 RCC Grade M30 (Pile caps, Foundation)Unit = cumTaking output = 15 cum

Using Batching Plant, Transit Mixer a) Material


b) LabourMate day 0.84 140.00 117.60Mason day 3.00 195.00 585.00Mazdoor for concreting day 18.00 120.00 2160.00Mazdoor for breaking pile head, bending bars, cleaning etc. day 1.00 120.00 120.00

c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 125 KVA hour 6.00 450.00 2700.00Loader (capacity 1 cum) hour 6.00 520.00 3120.00

Transit Mixer ( capacity 4.0 cu.m )Lead upto 1 Km hour 15.00 600.00 9000.00Lead beyond 1 Km, L - lead in Kilometer tonne.km 37.5L 6.00 9000.00 Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) Labour and c) Machinery

12206.96

d) Contractor's profit @10% on (a+b+c) 24236.16Cost for 15 cum = a+b+c+d 341617.22Rate per metre (a+b+c+d)/15 2846.81

say 2847.00

2.08 RCC Grade M30 (Pier,Abutment)Using Batching Plant, Transit Mixer Unit ; cumTaking Output = 120 cuma) Material



c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 100 KVA hour 6.00 450.00 2700.00Loader1 cum capacity hour 6.00 520.00 3120.00Transit Mixer 4 cum capacity for lead upto 1 km. hour 15.00 600.00 9000.00Transit Mixer 4 cum capacity lead beyond 1 Km, L - lead in Kilometer tonne.km 300L 6.00 9000.00

Concrete pump hour 6.00 165.00 990.00Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 2549.00

Add 3.5 % for extra lift 96352.20d) Formwork @ 14 per cent on cost of concrete i.e. cost of material,labour and machinery

42817.70

e) Contractor's profit @ 10% on (a+b+c+d) 36999.11cost of 120 cum = a+b+c+d+e 482009.71Rate per cum = (a+b+c+d+e)/120 4016.75add 10% for asthetic finshesh 401.67

4

Sr No Description Unit Quantity Rate Rs Cost RsRate per cum 4418.42

say 4418.00

2.09 RCC Grade M30 For Pier Caps and pedestal)Using Batching Plant, Transit Mixer Unit = cumTaking output = 120 cuma) Material



c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 100 KVA hour 6.00 450.00 2700.00Loader hour 6.00 520.00 3120.00Transit Mixer ( capacity 4.0 cu.m )Transit Mixer 4 cum capacity lead upto1 Km hour 15.00 600.00 9000.00Lead beyond 1 Km, L - lead in Kilometer tonne.km 300L 6.00 9000.00Concrete Pump hour 6.00 165.00 990.00

Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum 305966

Add 3.5 % for extra lift 107088.10Height 5m to 10md) Formwork and staging (a+b+c) 23.00 42835.24e) Contractor's profit @10% on (a+b+c+d) 38086.97Cost for 120 cum = a+b+c+d+e 493976.21Rate per cum = (a+b+c+d+e)/120 4116.47add 10% for asthetic finishesh 411.65

4528.12say 4528.00

2.10

Providing and fixing in position HYSD Fe415 reinforcing bars of variousdiameters for all RCC works of Superstructure as per detailed design anddrawings and schedule including cutting, bending, hooking the bars,binding with 18 SWG including all laps, chairs, spacers etc. and cost of alllabour, materials, tools, plants, equipment, supporting as required with alllifts and leads etc. all complete as per specification and as directed byEngineer.As per DSR 2005-06( Page No.205 Sr.No. 874 ) MT 33801.00Add Corporation Charges @5% 1690.05Total 35491

2.11 Providing and applying 2 coats of Coal tar epoxy paint to all concrete surface in contact with earth .Unit = sqmTaking output = 10 sqma) Labour

Mate day 0.01 130.00 1.30Painter day 0.25 130.00 32.50Mazdoor (Skilled) day 0.25 125.00 31.25

b) MaterialCoal tar epoxy paint of approved quality for cement concrete surface Litres 5.00 200.00 1000.00

c) Contractor's profit @ 10% input on (a+b) 106.51Cost for 10 sqm (a+b+c) 1171.56Rate per sqm (a+b+c)/10 117.16

5

Sr No Description Unit Quantity Rate Rs Cost Rssay 117.00

2.12Providing and applying single coat epoxy phenolic primer of DFT-50 micron and two coats of epoxy phenolic coating of DFT-100 micron each to surfaces of substructure exposed at atmosphere.Unit = sqmTaking output = 10 sqma) MaterialEpoxy paint with primer litre 5.00 200.00 1000.00b) LabourPainter each 0.60 130.00 78.00Mazdoor each 1.00 120.00 120.00Add 10% Contractor's profit 119.80Rate Per 10 M2 1317.80Rate Per M2 131.78

Say 132.00

2.14

Sinking of well foundation in soil and murum etc. which can be removed by grabbing and chiselling with large scale dewatering or in proper setting of wells including all method excepts pneumatic sinking ( Dia 10 mdepth 20 M)

Rm 76090.00

(As per DSR page no.199 and Sr.No.845)Add 60% extra for depth upto 20 m 45654.00add corporation charges @5% 6087.20Rate per Rmt 127831.00

2.15Providing and laying in situ M20 cement concrete in well stainingincluding compacting by vibrating , rodding ,finishing and curing etccomplete(excluding reinforcement )as directed by engineerWith Batching Plant, Transit Mixer Unit : cumTaking Output = 120 cuma) Material

Cement tonne 41.66 3990.00 166223.40Coarse Sand cum 54.00 372.99 20141.4620 mm Aggregate cum 64.80 508.13 32926.8210 mm Aggregate cum 43.20 508.13 21951.22


c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 100 KVA hour 6.00 450.00 2700.00Loader 1 cum capacity hour 6.00 520.00 3120.00Transit Mixer 4 cum capacity for lead upto 1 km. hour 15.00 600.00 9000.00Lead beyond 1 km, L-lead in km tonne.km 300L 6.00 9000.00Concrete Pump hour 6 165.00 990.00

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 2312.00d) Formwork @ 10 per cent on cost of concrete i.e. cost of material, labour and machinery

20233.26

e) Contractor's profit @ input on (a+b+c+d) 5634.25Cost for 120 cum = a+b+c+d+e 303219.61Rate per cum = ( a+b+c+d+e )/120 2526.83

say 2527.00

2.16

Providing and laying in situ M25 reinforced cement concrete well curbsincluding necessary shuttering compacting by vibrating finishing andcuring etc. complete (excluding reinforcement ) as directed by Engineer

Using Batching Plant, Transit Mixer

6

Sr No Description Unit Quantity Rate Rs Cost RsUnit ; cumTaking Output = 120 cuma) Material



c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 100 KVA hour 6.00 450.00 2700.00Loader1 cum capacity hour 6.00 520.00 3120.00Transit Mixer 4 cum capacity for lead upto 1 km. hour 15.00 600.00 9000.00Transit Mixer 4 cum capacity lead beyond 1 Km, L - lead in Kilometer tonne.km 300L 6.00 9000.00

Concrete Pump hour 6.00 165.00 990.00Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 2535.00

d) Formwork @ 20 per cent on cost of concrete i.e. cost of material,labour and machinery

60832.98

e) Contractor's profit @ input on (a+b+c+d) 28997.84cost of 120 cum = a+b+c+d+e 393995.72Rate per cum = (a+b+c+d+e)/120 3283.30

say 3283.00

2.17Providing fabricating and setting out mild steel cutting edges forreinforced cement concrete well curbs as shown on the detailed drawingetc. complete as directed by EngineerAs per DSR 2006-07( Page No.197 Sr.No. 838 ) MT 36700add Corporation Charges @5% 1835Rate per MT 38535

say 38535.00

2.18

Providing and laying in situ M30 reinforced cement concrete well caps/pile caps including necessary shuttering compacting by vibrating finishingand curing etc. complete (excluding reinforcement ) as directed byEngineer Using Batching Plant, Transit Mixer Unit = cumTaking output = 120 cuma) Material



c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 100 KVA hour 6.00 450.00 2700.00Loader (capacity 1 cum) hour 6.00 520.00 3120.00Transit Mixer ( capacity 4.0 cu.m )Transit Mixer 4 cum capacity for lead upto 1 km. hour 15.00 600.00 9000.00Lead beyond 1 Km, L - lead in Kilometer tonne.km 300L 6.00 9000.00Concrete Pump hour 6.00 165.00 990.00 Formwork @ 3.5 per cent of (a+b+c) 10703.03

d) Contractor's profit @ 10% on (a+b+c) 24148.437

Sr No Description Unit Quantity Rate Rs Cost Rscost of 120 cum = a+b+c+d 340652.26Rate per cum = (a+b+c+d)/120 2838.77

say 2839.00

2.19Providing and filling in well with sand /rubble and sand /shingle and sandincluding compaction betwwen the top plug and bottom plug etc.completeas directed by engineer unit= 1 cumTaking output = 1 cuma) Materialsand ( assuming 20per cent voids) cum 1.20 372.99 447.59b) Labour Mate day 0.01 130.00 1.30Mazdoor day 0.30 120.00 36.00 3.73Rate per cum 513.05

say 513.00

2.20

Providing and laying in situ M15 reinforced cement concrete for thebottom plugs of well in dry under water including compacting by vibratingfinishing and curing etc. complete (excluding reinforcement ) as directedby Engineer Using Batching Plant, Transit Mixer Unit ; cumTaking Output = 120 cuma) Material

Cement tonne 33.04 3990.00 131829.60Coarse sand cum 54.00 372.99 20141.4620 mm Aggregate cum 64.80 508.13 32926.8210 mm Aggregate cum 43.20 508.13 21951.22Admixture Kg 148.80 80.00 11904.00



tonne.km 300L 6.00 9000.00

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 2116.00Add 5 per cent of cost of material and labour towards cost of formingsump, protective bunds, chiselling and making arrangements for underwater concreting with tremie pipe..

6724.70

d) Contractor's profit @10% on (a+b+c) 26060.22cost of 120 cum = a+b+c+d 286662.42Rate per cum = (a+b+c+d)/120 2388.85

say 2389.00

2.21

Providing and laying in situ M15 reinforced cement concrete for the Topplugs of well including compacting by vibrating finishing and curing etc.complete (excluding reinforcement ) as directed by Engineer

PCC Grade M15 Unit = cumTaking output = 120 cuma) Material

Cement tonne 33.04 3990.00 131829.60Coarse sand cum 54.00 372.99 20141.46

8

Sr No Description Unit Quantity Rate Rs Cost Rs20 mm Aggregate cum 64.80 508.13 32926.8210 mm Aggregate cum 43.20 508.13 21951.22Admixture Kg 148.80 80.00 11904.00



tonne.km 300L 6.00 9000.00

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 15520.00d) Contractor's profit @10% on (a+b+c) 16699.64Cost for 15 cum = a+b+c+d 270619.54Rate per cum = (a+b+c+d)/120 2255.16

say 2255.00

2.22 Providing and installing 6 mm MS liner for upper 2.5m depth of bored-cast-in-situ concrete piles including applying protective coating as perdrawing and specification and as directed by Engineer (excludingreinforcement).Unit = MTMild steel liner in pile ( 6 mm)Unit - 1 MTa)Material Steel Plate MT 1.05 24960.0 26208.00b)LabourMate day 1.24 130.0 161.20Fitter day 6.00 130.0 780.00Blacksmith day 5.00 130.0 650.00Welder day 5.00 130.0 650.00Mazdoor day 10.00 120.0 1200.00Electrodes , cutting gas and other consumable @5% of a) 1310.40Transportation MT 1.00 1000.0 1000.00Erection MT 1.00 2500.0 2500.00c) contractors Profit @10% 3095.96Rate per MT(a+b+c) 37555.56

say 37556.00

9

Sr No Description Unit Quantity Rate Rs Cost RsSec 3 SuperStructure

3.01/3.06High tensile steel wires/strands including all accessories for stressing,stressing operations and grouting complete as per drawing and TechnicalSpecificationsUnit = 1 MTTaking output = 0.282 MTDetails of cost for 12T13 strand 30 m long cable (weight = 0.282 MT)a) Material

H.T. Strand @ 9.42 kg/m including 2 per cent for wastage and extra length for jacking

tonne 0.29 44000.00 12656.16

Sheathing duct ID 66 mm along with 5 per cent extra length 30 x 1.05 = 31.5 m.

metre 31.50 125.00 3937.50

Tube anchorage set complete with bearing plate, permanent wedges etc each 2.00 2000.00 4000.00

Cement for grouting including 3 per cent wastage @ 3.00 kg/m = 3 x 1.03x 30 = 92.7 kg (say, = 93 kg)

tonne 0.093 3870.00 359.91

Add 0.50 per cent cost of material for Spacers, Insulation tape and miscellaneous items

1047.68

b) Labouri) For making and fixing cables, anchorages

Mate day 0.16 130.00 20.80Blacksmith day 1.00 130.00 130.00Mazdoor day 3.00 120.00 360.00

ii) For prestressing Mate/Supervisor day 0.05 130.00 6.50Prestressing operator / Fitter day 0.25 130.00 32.50Mazdoor day 1.00 120.00 120.00

iii) For groutingMate/Supervisor day 0.05 130.00 6.50Mason day 0.25 130.00 32.50Mazdoor day 1.00 120.00 120.00

c) MachineryStressing jack with pump hour 2.50 83.00 207.50Grouting pump with agitator hour 1.00 50.00 50.00Generator 33 KVA. hour 3.50 240.00 840.00

d) Contractor's profit @ input on (a+b+c) 2392.75Cost for 0.282 MT (a+b+c+d) 26320.30Rate per MT = (a+b+c+d)/0.282 93334.41

say 93334.00

3.02 PSC Grade M-40 Precast GirderUnit = 1 cumTaking output = 120 cuma) Material

Cement tonne 51.60 3990.00 205884.00Coarse sand cum 54.00 372.99 20141.4620 mm Aggregate cum 64.80 508.13 32926.8210 mm Aggregate cum 43.20 508.13 21951.22Admixture @ 0.4 per cent of cement kg 223.20 80.00 17856.00


c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 100 KVA hour 6.00 450.00 2700.00Loader hour 6.00 520.00 3120.00

Transit Mixer ( capacity 4.0 cu.m )Transit Mixer 4 cum capacity lead upto1 Km hour 15.00 600.00 9000.00Lead beyond 1 Km, L - lead in Kilometer tonne.km 300*5 6.00 9000.00

Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum 334197.00

For formwork and staging add the following:


1

Sr No Description Unit Quantity Rate Rs Cost RsFor T-beam & slab 23-33 per cent of cost of concrete.Height Above 10m Formwork and staging (a+b+c) 33% 26.00 110284.91(e) Placement of girders in position over pier caps including placement of sandjacks, channel, levelling etc.Add for(Loading and machinary hire charges )construction at precast yard @10%

33419.70

Add for transportation and Launching of Girder in position @ 10% 33419.70f) Contractor's profit @ input on (a+b+c+d+e) 43630.15Cost for 120 cum = a+b+c+d+e+f 554951.16Rate per cum = (a+b+c+d+e+f)/120 4624.59

say 4625.00

3.03

Supplying, fitting and fixing in position true to line and level POT-PTFE bearingconsisting of a metal piston supported by a disc or unreinforced elastomerconfined within a metal cylinder, sealing rings, dust seals, PTFE surfacesliding against stainless steel mating surface, complete assembly to be of caststeel/fabricated structural steel, metal and elastomer elements to be as perIRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawingand approved Technical Specifications.

Unit: one tonne capacityPOT Cum PTFE Bearing

1) 90 Tonne Capacity each. 1.00 9900.00 9900.00 Contractor's profit @ 10% 990.00cost for 90 tonnes capacity bearing 10890.00



3.04 RCC Grade M-40 ( Deck Slab and Diaphragm)Unit = 1 cumTaking output = 120 cuma) Material




Transit Mixer ( capacity 4.0 cu.m )Transit Mixer 4 cum capacity lead upto1 Km hour 15.00 600.00 9000.00Lead beyond 1 Km, L - lead in Kilometer tonne.km 300L 6.00 9000.00Concrete Pump hour 6.00 165.00 990.00


add for lift 3.5% 129047.00For formwork and staging add the following:For solid slab/voided slab super-structure, 18-28 per cent of cost of concrete

(a+b+c) Above 10mD) Formwork and staging per cent of (a+b+c) 21.00 93852.28

2

Sr No Description Unit Quantity Rate Rs Cost Rse) Contractor's profit @ input on (a+b+c+d) 35401.95Cost for 120 cum = a+b+c+d+e 593487.92Rate per cum = (a+b+c+d+e)/120 4945.73

say 4946.00

3.05 RCC Grade M-40 ( Box Girder)Unit = 1 cumTaking output = 120 cuma) Material




Transit Mixer ( capacity 4.0 cu.m )Transit Mixer 4 cum capacity lead upto1 Km hour 15.00 600.00 9000.00Lead beyond 1 Km, L - lead in Kilometer tonne.km 300L 6.00 9000.00Concrete Pump hour 6.00 165.00 990.00


Add 3.5% for extra lift 129047.00For formwork and staging add the following:For cast-in-situ box girder, segmental construction and balanced cantilever, 36-58 per cent of cost of concrete.d) Formwork and staging 58 per cent of (a+b+c) 46.00 194408.29e) Contractor's profit @ input on (a+b+c+d) 45457.55Cost for 120 cum = a+b+c+d+e 704099.53Rate per cum = (a+b+c+d)/120 5867.50

say 5867.00

3.08Providing and applying 3 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. Unit = sqmTaking output = 10 sqma) Labour

Mate day 0.01 130.00 1.30Painter day 0.25 130.00 32.50Mazdoor (Skilled) day 0.25 125.00 31.25

b) MaterialWater based paint of approved quality for cement concrete surface Litres 5.00 125.00 625.00

C)Contractor's profit @ input on (a+b) 69.01Cost for 10 sqm (a+b+c) 759.06Rate per sqm (a+b+c)/10 75.91add rate for 1 coat 37.95Rate per sqm 113.86

say 114.003.10 Providing and laying in-situ RCC M30 grade concrete in waist slab including

centering, shuttering, mixing in mechanised batch mix plant, compaction, curing and dewatering if necessary, excluding reinforcement as per specification and as directed by Engineer. RCC Grade M30 For waist slabUsing Batching Plant, Transit Mixer Unit = cumTaking output = 120 cuma) Material

Cement tonne 48.80 3990.00 194712.00

3

Sr No Description Unit Quantity Rate Rs Cost RsCoarse sand cum 54.00 372.99 20141.4620 mm Aggregate cum 64.80 508.13 32926.8210 mm Aggregate cum 43.20 508.13 21951.22


c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 100 KVA hour 6.00 450.00 2700.00Loader hour 6.00 520.00 3120.00Transit Mixer ( capacity 4.0 cu.m )Transit Mixer 4 cum capacity lead upto1 Km hour 15.00 600.00 9000.00Lead beyond 1 Km, L - lead in Kilometer tonne.km 300L 6.00 9000.00Concrete Pump hour 6.00 165.00 990.00

Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum 304976

Add 3.5 % for extra lift 10674.16Height 5m to 10md) Formwork and staging (a+b+c) @ 4.5% 23.00 13723.92e) Contractor's profit @10% on (a+b+c+d) 25534.45Cost for 120 cum = a+b+c+d+e 355898.43Rate per cum = (a+b+c+d+e)/120 2965.82

say 2966.003.11 Providing and fixing 150*100 mm non skidding precast chequred tiles 25 mm

thick of approved quality in traffic island and where ever necessary in citysuburban limit over 18 mm thick C.M 1:3 including curing etc.complete as perdrawing and as directed by Engineer.

Unit = 10 Sqm

a) Material

Chequared Tile Sqm 11.00 130.00 1430.00Cement Mortar 1:3 Sqm 0.18 2467.74 444.19

1874.19Cement Mortar 1:3 (sub Analysis)Unit =CumTaking Output =1cumMaterialCement MT 0.51 3990.00 2034.90Sand Cum 1.05 372.99 391.64Mate day 0.04 130.00 5.20Mazdoor day 0.30 120.00 36.00Total = (A+B) 2467.74b) Labour Mason day 2.16 130.00 280.80Mazdoor day 2.16 120.00 259.20

540.00Sundries 15.00c) Contractor's profit @ input on (c) 55.50Rate per 10 sqm = a+b+c 2484.69Rate per sqm = (a+b+c)/10 260.89

say 261

4

Sr No Description Unit Quantity Rate Rs Cost RsSec 4 Miscallaneous Items4.01 RCC Grade M-40 ( Crash Barrier)

Unit = 1 cumTaking output = 120 cuma) Material




Transit Mixer ( capacity 4.0 cu.m )Transit Mixer 4 cum capacity lead upto1 Km hour 15.00 600.00 9000.00Lead beyond 1 Km, L - lead in Kilometer tonne.km 300L 6.00 9000.00

Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum

334197.00

add for lift 3.5% 140362.74e) Contractor's profit @ input on (a+b+c+d) 25917.72Cost for 120 cum = a+b+c+d+e 500477.16Rate per cum = (a+b+c+d+e)/120 4170.64

say 4171.00Unit = Linear metreTaking output = 10 ma) M 40 grade concrete

cum 6.457 4171.00 26932.15b) Labour


c) MaterialHYSD steel reinforcement including dowel bars tonne 0.280 35491.00 9937.48Pre-moulded asphalt filler board sqm 0.320 700.00 224.00

e) Contractor's profit @ input on (b+c+d) 1028.67Cost for 10 metre = a+b+c+d+e 38247.50Rate per metre = (a+b+c+d+e)/10 3824.75

say 3825.00

4.02 Providing 100mm dia PVC pipe in footpath / crash barrier for utility

Unit - m1) Cost of 100mm dia PVC pipe M 1.000 125.00 125.002) Labour for laying - 5% 6.25Add 10% Contractor's profit 12.50Rate per m 143.75

say 144.004.03 Kerb M-25

With Batching Plant, Transit Mixer Unit: cumTaking Output = 120 cuma) Material



1

Sr No Description Unit Quantity Rate Rs Cost Rs


Cost of Water Kl 270.00 100.00 27000.00b) Labour

Mate day 0.84 130.00 109.20Mason day 3.00 130.00 390.00Mazdoor day 18.00 120.00 2160.00

c) MachineryKerb Casting Machine @ 60meter/hour Hour 6.00 200.00 1200.00Batching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Transit Mixer 4 cum capacity for lead upto 1 km. hour 15.00 600.00 9000.00

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 2638.00 316555.00

d) Contractors Profit @ 10 % (b+c) 21453.54cost of 120 cum = a+b+c+d 338008.54Rate per cum (a+b+c+d)/120 2816.74

say 2817.00

4.06 Providing and fixing in position 100mm dia drainage spout with GIgrating Unit - Eacha) MaterialCost of MS grating including hopper No. 1.00 100.00 100.00Cost of 100mm dia GI pipe M 1.00 135.00 135.00Cost of anti-corrosive / bituminous paint LS 50.00b) Labour Mason day 0.10 130.00 13.00Mazdoor day 0.20 120.00 24.00Add Contractor's Profit @10% 32.20Total Say 354.00

4.07/4.08

Providing and fixing 150mm dia runner and downtake PVC pipe

150mm dia PVC pipe m 1 148 148Fixture, clamps, etc. LS 25 25Bends No. 0.5 135 67.5Labour for fixing LS 50 50Add Contractor's Profit @10% 29.05Rate per m 319.55

Say 320.00

4.09 Providing and constructing catch pit 0.90 m x 0.45 m x 1.2 m deep inBB masonry including excavation, backfilling in soil, 100 mm thick M-15 grade PCC below and covered with 100 mm thick RCC M-25 slab,reinforcement, M.S. covering, smooth finish from inside etc. completeas per drawing and as directed by Engineer.Unit = Nos

AS per DSR 2005-06 Page No. 126 Sr.No.538 No 1.00 1850.00 1942.50Deduct PCC M15 Rate 0.06 1692.00 93.06Deduct RCC Cover M25 Rate 0.03 2929.00 88.97Total 1760.47Excavation of Catchpit 0.94 61.00 57.10Add Rate of Concrete PCC M15 0.06 1895.00 104.23Add rates of Concrete RCC Cover M25 0.03 2492.00 75.69Add for Steel 0.0010 35491.00 35.93

Rate Per No 2033.00

4.10 Providing and fixing precast concrete 300 mm dia. pipes, type NP3,granular and concrete bedding below pipe, encasing pipe with M-30concrete, including cost of all materials, labour, etc. complete with alllifts and leads etc. as per specifications and as directed by Engineer.

2



Unit = metreTaking output = 12.5 metres ( 5 pipes of 2.5 m length each )

1000 mm diaa) Labour


b) MaterialSand at site cum 0.070 372.99 26.11Cement at site tonne 0.050 3990.00 199.50RCC pipe NP-3 300 mm dia /prestressed concrete pipe including collar at site

metre 12.500 312.00 3900.00

Granular material passing 5.6 mm sieve for bedding cum 4.500 480.13 2160.59c) Encasement of pipes with M30 Concrete cum 0.094 2505.00 235.97d) Contractor's profit @ input on (a+b+c) 709.06Cost for 12.5 metres = a+b+c+d 7799.62Rate per metre = (a+b+c+d)/12.5 623.97

say 624.00Strip Seal Expansion Joint

4.11

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

Unit = Running meterTaking output = 12 m a) Labour

Mate day 0.05 130.00 6.50Mazdoor day 1.00 120.00 120.00Mazdoor (Skilled) day 0.25 125.00 31.25

b) MaterialSupply of complete assembly of strip seal expansion joint comprising of edge beams, anchorage, strip seal element and complete accessories as per approved specifications and drawings.

metre 12.00 6500.00 78000.00

Add 5 per cent of cost of material for anchorage reinforcement, welding and other incidentals.

3907.89

c) Contractor's profit @ input on (a+b) 8206.56Cost for 12 m = (a+b+c) 90272.20Rate per m = (a+b+c)/12 7522.68

say 7523.00

4.12 Providing and applying primer coat using bituminous emulsion or cutback primer over prepared surface of granular base with emulsionpreheated to a temperature between 20OC - 60OC and applying auniform coat with the aid of self propelled bitumen pressure sprayerwith self heating arrangement and spraying bar with nozzles ofconstant volume for pressure system at 10 kg/10 sqm including allmaterials, labour, machinery etc. complete with all leads and lifts asdirected by Engineer and as per specification.Unit = sqmTaking output = 3500 sqma) Labour


b) MachineryMechanical broom @ 1250 sqm per hour hour 2.800 230.00 644.00Air compressor 250 cfm hour 2.800 206.00 576.80

3



Emulsion pressure distributor @ 1750 sqm per hour hour 2.000 692.00 1384.00Water tanker 6 KL capacity hour 1.000 200.00 200.00

c) MaterialBitumen emulsion @ 1 kg per sqm tonne 3.500 25426.10 88991.35

Add Lead Charges for asphalt for 625 [email protected]/T. 6343.75d) Contractor's profit @ input on (a+b+C) 9839.03Cost for 3500 sqm = a+b+c+d 108229.33Rate per sqm = (a+b+c+d)/3500 30.92

say 31.00

4.13 Providing and applying tack coat with bitumen emulsion usingemulsion pressure distributor at the rate of 0.50 kg per sqm on theprepared bituminous/granular surface cleaned with mechanicalbroom.Unit = sqmTaking output = 3500 sqma) Labour


b) MachineryMechanical broom @ 1250 sqm per hour hour 2.800 230.00 644.00Air compressor 250 cfm hour 2.800 206.00 576.80Emulsion pressure distributor @ 1750 sqm per hour hour 2.000 692.00 1384.00

c) MaterialBitumen emulsion @ 0.5 kg per sqm tonne 1.750 25426.10 44495.68

Add Lead Charges for asphalt for 625 [email protected]/T. 3171.88d) Contractor's profit @ input on (a+b+C) 5052.28Cost for 3500 sqm = a+b+c+d 55575.03Rate per sqm = (a+b+c+d)/3500 15.88

say 16.00

4.14 Providing and laying 6 mm thick mastic asphalt wearing course on topof deck slab excluding prime coat with paving grade bitumen meetingthe requirements given in table 500-29, prepared by using masticcooker and laid to required level and slope after cleaning the surface,including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 9.5 mm nominal size at the rate of0.005cum per 10 sqm and at an approximate spacing of 10 cm centerto center in both directions, pressed into surface when thetemperature of surfaces not less than 100 deg. C, protruding 1 mm to4 mm over mastic surface, all complete as per clause 515.

Unit = sqmTaking output = 145 sqm (2 tonnes)(0.869 cum) assuming adensity of 2.3 tonnes/cum.a) Labour


b) MachineryMechanical broom @ 1250 sqm per hour hour 0.06 230.00 13.80Air compressor 250 cfm hour 0.06 206.00 12.36Mastic cooker 1 tonne capacity hour 6.00 40.00 240.00Bitumen boiler 1500 litres capacity hour 6.00 128.00 768.00Tractor for towing and positioning of mastic cooker and bitumen boiler

hour 1.00 234.00 234.00

c) MaterialBase mastic (without coarse aggregates) = 60 per cent

4



Coarse aggregate(3.35mm to 9.5 mm size) = 40 per cent .Proportion of material required for mastic asphalt with coarseaggregates (based on mix design done by CRRI for a specific case)

i) Bitumen 80/100 or 60/70 or 30/40 @ 10.2 per cent by weight of mix. 2 x 14.0/100 = 0.204

tonne 0.280 25426.10 7119.31

add Lead Charges for Bitumen 625 Km 507.50ii) Crusher stone dust @ 31.9 per cent by weight of mix = 2 x 31.9/100 = 0.638 tonnes = 0.638/1.625 = 0.39

cum 0.39 480.13 187.25

iii) Lime stone dust filler with calcium carbonate content not less than 80 per cent by weight @ 17.92 per cent by weight of mix = 2 x 17.92/100 = 0.36

tonne 0.36 5000.00 1800.00

iv) Coarse aggregates 9.5 mm to 3.35 mm size @ 40 per cent by weight of mix = 2 x 40/100 = 0.8 MT = 0.8/1.456 = 0.55

cum 0.55 508.13 279.47

v) Pre-coated stone chips of 9.5 mm nominal size for skid resistance = 72.46x0.005/10 = 0.036

cum 0.036 480.13 17.28

vi) Bitumen for coating of chips @ 2 per cent by weight = 0.036 x 1.456 x 2/100 = 0.001048MT = 1.05kg

kg 1.05 25.43 26.70

#REF! 1047.89Cost for 145 sqm = a+b+c+d 13793.51Rate per sqm = (a+b+c+d)/145 95.13

say 95.00

b)Providing and laying 12 mm thick mastic asphalt wearing course ontop of deck slab

a) for 6 mm thick 13793.51rate per sqmb) for 12 mm thick mastic asphalt rate per sqm (a)/72.5) 190.26

say 190.00

4.15

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnesper hour using crushed aggregates of specified grading, premixedwith bituminous binder @ 4.5 per cent by weight of total mix andfiller, transporting the hot mix to work site, laying with a hydrostaticpaver finisher with sensor control to the required grade, level andalignment, rolling with smooth wheeled, vibratory and tandem rollersto achieve the desired compaction as per MoRTH specification clauseNo. 507 complete in all respects.

Unit = cumTaking output = 195 cum (450 tonnes)a) Labour

Mate day 0.840 130.00 109.20Mazdoor working with HMP, mechanical broom, paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of construction

day 16.000 120.00 1920.00

Skilled mazdoor for checking line & levels day 5.000 125.00 625.00b) Machinery

Batch mix HMP @ 75 tonne per hour hour 6.000 7150.00 42900.00Paver finisher hydrostatic with sensor control @ 75 cum per hour hour 6.000 1725.00 10350.00

Generator 250 KVA hour 6.000 1285.00 7710.00Front end loader 1 cum bucket capacity hour 6.000 520.00 3120.00Tipper 10 tonne capacity tonne.km 450 x 3 1.60 2160.00

5



smooth wheeled roller 8-10 tonnes for initial break down rolling. hour 6.00x0.65* 297.00 1158.30

Vibratory roller 8 tonnes for intermediate rolling. hour 6.00x0.65* 994.00 3876.60Finish rolling with 6-8 tonnes smooth wheeled tandem roller. hour 6.00x0.65* 738.00 2878.20

c) Materials Bitumen @ 4.5 per cent of weight of mix tonne 20.250 25426.10 514878.53Aggregate

Add Lead Charges for asphalt for 625 [email protected]/T. 37968.75Total weight of mix = 450 tonnesWeight of bitumen = 19.13 tonnesWeight of aggregate = 450 -19.13 = 430.87 tonnesTaking density of aggregate = 1.5 ton/cumVolume of aggregate = 287.25 cumGrading - II19 mm (Nominal Size)

25 - 10 mm 30 per cent cum 86.160 508.13 43780.4810 - 5 mm 28 per cent cum 80.430 508.13 40868.905 mm and below 40 per cent cum 114.900 508.13 58384.14Filler @ 2 per cent of weight of aggregates. tonne 8.620 480.13 4138.72

d) Contractor's profit @ on (a+b+c) 62965.46Cost for 195 cum = a+b+c+d 839792.27Rate per cum = (a+b+c+d)/195 (For Grading-II) 4306.63

say 4307.00

4.16

Providing and laying bituminous concrete with 100-120 TPH batchtype hot mix plant producing an average output of 75 tonnes per hourusing crushed aggregates of specified grading, premixed withbituminous binder @ 5.5 per cent of mix and filler, transporting thehot mix to work site, laying with a hydrostatic paver finisher withsensor control to the required grade, level and alignment, rolling withsmooth wheeled, vibratory and tandem rollers to achieve the desiredcompaction as per MORTH specification clause No. 509 complete inall respectsUnit = cumTaking output = 191 cum (450 tonnes)a) Labour


day 16.000 120.00 1920.00



Generator 250 KVA hour 6.000 1285.00 7710.00Front end loader 1 cum bucket capacity hour 6.000 520.00 3120.00Tipper 10 tonne capacity tonne.km 450 x 3 1.60 2160.00Smooth wheeled roller 8-10 tonnes for initial break down rolling. hour 6.00x0.65* 297.00 1158.30


c) Materiali) Bitumen@ 5.5 per cent of weight of mix tonne 24.750 25426.10 629295.98

Add Lead Charges for asphalt for 625 [email protected]/T. 44859.38ii) AggregateTotal weight of mix = 450 tonnesWeight of bitumen = 24.75 tonnesWeight of aggregate = 450 -24.75 = 425.25 tonnesTaking density of aggregate = 1.5 ton/cumVolume of aggregate = 285 cum

6



Grading - II-13 mm (Nominal Size)13.2 - 10 mm30 per cent cum 85.500 508.13 43445.1210 - 5 mm 25 per cent cum 71.250 508.13 36204.265 mm and below43 per cent cum 122.550 508.13 62271.33Filler @ 2 per cent of weight of aggregates. tonne 8.620 480.13 4138.72

for Grading-II(13 mm nominal size)d) Contractor's profit @ on (a+b+c) 75096.27Cost for 191 cum = a+b+c+d 972118.34Rate per cum = (a+b+c+d)/191 (For Grading-II) 5089.62

say 5090.00

b) Providing and laying bituminous concrete with 100-120 TPH batchtype hot mix plant producing an average output of 75 tonnes per hourusing crushed aggregates of specified grading, premixed with (PMB40)Modified bituminous binder @ 5.5 per cent of mix and filler,transporting the hot mix to work site, laying with a hydrostatic paverfinisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achievethe desired compaction as per MORTH specification clause No. 509complete in all respects

Unit = cumTaking output = 191 cum (450 tonnes)a) Labour


day 16.000 120.00 1920.00



Generator 250 KVA hour 6.000 1285.00 7710.00Front end loader 1 cum bucket capacity hour 6.000 520.00 3120.00Tipper 10 tonne capacity tonne.km 450 x 3 1.60 2160.00Smooth wheeled roller 8-10 tonnes for initial break down rolling. hour 6.00x0.65* 297.00 1158.30


c) Materiali) Modified Bitumen@ 5.5 per cent of weight of mix ( PMB 40) tonne 24.750 28959.32 716743.17

Add Lead Charges for asphalt for 625 [email protected]/T. 44859.38ii) AggregateTotal weight of mix = 450 tonnesWeight of bitumen = 24.75 tonnesWeight of aggregate = 450 -24.75 = 425.25 tonnesTaking density of aggregate = 1.5 ton/cumVolume of aggregate = 285 cumGrading - II-13 mm (Nominal Size)

13.2 - 10 mm30 per cent cum 85.500 508.13 43445.1210 - 5 mm 25 per cent cum 71.250 508.13 36204.265 mm and below43 per cent cum 122.550 508.13 62271.33Filler @ 2 per cent of weight of aggregates. tonne 8.620 480.13 4138.72

for Grading-II(13 mm nominal size)d) Contractor's profit @ on (a+b+c) 83840.98Cost for 191 cum = a+b+c+d 1068310.26Rate per cum = (a+b+c+d)/191 (For Grading-II) 5593.25

say 5593.00

7



4.17

Providing & fixing discontinuous M25 PCC precast kerb stonesof size600 x 300 x 1200 mm at a spacing of 1200 mm c/c on road sideparallel to the retaining wall of reinforced structure at a distance of1000 mm from the face of retaining wall including transportation,excavation etc. complete with all leads as per specification and asdirected by Engineer.Unit = NosRate of M25 Concrete Cum 0.216 2816.74 608.42Sr.No.4.03Rate Per Nos 608

4.19Providing traffic lane line strips 10 cm wide with approved roadmarking paint in two coats as per specification and as directed byEngineer.a) With hot applied thermoplastic paint Sqm 600 for yellow edge lineAs per DSR 2005-06( Page No.185 Sr.No. 778 ) 30Add Corporation Charges @5% 630Total

b) With hot applied thermoplastic paint 600 for white strips. SqmAs per DSR 2005-06( Page No.185 Sr.No. 778 ) 30Add Corporation Charges @5% 630Total

4.20Providing & fixing in position 100 mm Dia. A.C. pipes as weep holesin Abutments and Return Walls completed in all respect as perspecification and as directed by Engineer.As per DSR 2005-06( Page No.196 Sr.No. 834 ) Nos 57Add Corporation Charges @5% 2.85Total 60

4.21 Providing, fitting and fixing mild steel railing complete as per drawingand Technical SpecificationUnit = 1 RMTaking output = 2 x 50 m span = 100 ma) Material:

1) ISMC 100 = 2.806 x 1.05 = 2.946 MT tonne 2.95 25000.00 73650.002) MS Flat = 0.964 x 1.05 = 1.012 MT tonne 1.01 25000.00 25300.003) MS bars = 0.17 x 1.05 = 0.180 MT tonne 0.18 25000.00 4500.004) MS bolts, nuts and washers tonne 0.15 31500.00 4725.00Add @ 5 per cent of cost of material for painting one shop coat with red oxide primer and three coats of synthetic enamel paint and consumables to safeguard against weathering and corrosion.

5408.75

Add for cost of concrete for fixing vertical posts in the performed recess @ 1 per cent of cost of material.

1081.75

Add for electricity charges, welding and drilling equipment, electrodes and other consumables @ 1 per cent of cost of material.

1081.75

b) LabourMate day 2.80 130.00 364.00Mazdoor (Skilled) day 30.00 125.00 3750.00Mazdoor day 40.00 120.00 4800.00

#REF! 12466.13Cost for 100 m steel railing = a+b+c 137127.38Rate per metre (a+b+c)/100 1371.27

say 1371.00

8



4.22Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

Unit = Running meterTaking output = 12 ma) LabourFor carrying, placing & fixing.


b) Material20 mm thick compressible fibre board 12 m long x 25 cm deep. sqm 3.00 945.00 2835.00

Area = 12 x 0.25 = 3 sqmc) Contractor's profit @ input on (a+b) 286.05Cost for 12 m = (a+b+c) 3146.59Rate per m = (a+b+c)/12 262.22

say 262.00

4.23 M30 FACIA PANNEL Using Batching Plant, Transit Mixer Unit = cumTaking output = 120 cuma) Material



c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 100 KVA hour 6.00 450.00 2700.00Loader 1 cum capacity hour 6.00 520.00 3120.00Transit Mixer 4 cum capacity for lead upto 1 km. hour 15.00 600.00 9000.00Transit Mixer 4 cum capacity lead beyond 1 Km, L - lead in Kilometer

tonne.km 300L 6.00 9000.00

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 2541.00

d) Formwork @ 3.5 per cent of cost of concrete i.e. cost of material, labour and machinery

10669.77

f) Contractor's profit @ input on (a+b+c+d+e) 24050.10cost of 120 cum = a+b+c+d+e+f 339570.57Rate per cum (a+b+c+d+e+f )/120 2829.75

say 2830.00

4.24 Construction of RCC railing of M30 Grade in-situ with 20 mm nominalsize aggregate, true to line and grade, tolerance of vertical RCC postnot to exceed 1 in 500, centre to centre spacing between vertical postnot to exceed 1000 mm, leaving adequate space between verticalpost for expansion, complete as per approved drawings and technicalspecifications.Unit = 1 RMTaking output = 2 x 24 m span = 48 m.a) MaterialUsing Batching Plant, Transit Mixer and Concrete PumpUnit = cumTaking output = 120 cum

9



a) MaterialCement tonne 48.80 3990.00 194712.00Coarse sand cum 54.00 372.99 20141.4620 mm Aggregate cum 64.80 410.53 26602.3710 mm Aggregate cum 43.20 410.53 17734.91


c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 100 KVA hour 6.00 450.00 2700.00Loader hour 6.00 520.00 3120.00Transit Mixer ( capacity 4.0 cu.m )Transit Mixer 4 cum capacity lead upto1 Km hour 15.00 600.00 9000.00Lead beyond 1 Km, L - lead in Kilometer tonne.km 300L 6.00 9000.00

Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum

294310.00 2452.58

Cement concreteM30 Grade Refer relevant item of concrete cum 4.250 2452.58 10423.48No. of vertical posts = (12 + 2)2 = 28 Nos., External area of vertical post 0.25x0.275 = 0.069sqm, Concrete in vehicle posts = 0.069 x 28 = 1.932 cum, Hand rail in 3 tiers = 3 x 24 = 72 m, External area = 0.170 x 0.175 = 0.03 sqm, Concrete in hand rails = 0.03 x 72 = 2.16 cum, Total Concrete = 1.932 + 2.16 = 4.092 cum. (Refer MoRTH SD / 202).

Add 12 per cent of above cost for form work. 1250.82HYSD bar reinforcement Rate tonne 0.87 25000.00 21625.00

c) Contractor's profit @ input on (a+b) 25270.70Rate for 48 m (a+b+c) 58570.00Rate per metre (a+b+c)/48 1220.21

say 1220.004.25 Back filling behind abutment, wing wall and return wall complete as

per drawing and Technical Specification Unit = cumTaking output = 10 cumGranular materiala) Labour


b) MaterialGranular material cum 12.00 44.00 528.00

c) MachineryPlate compactor/power rammer hour 2.50 75.00 187.50Water Tanker hour 0.05 200.00 10.00

d) Contractor's profit @ input on (a+b+c) 160.19Cost for 10 cum of granular backfill = a+b+c+d 1762.09Rate per cum = (a+b+c+d)/10 176.21

say 176.004.26 Providing and fixing Neoprene bearing as per standard specification

etc.complete( as per IRC-83 Part-11)As per DSR 2005-06 (Sr.No. 878 Page.No. 206) cu.centi

meter 1.23Add Corporation Charges @ 5% 0.0615Rate per cu.centimeter 1.29

10


Sec 5 Solid Approaches / Reinforced Earth Retaining Wall

5.02 PCC M30 For Facia ElementUsing Batching Plant, Transit Mixer Unit : cumTaking Output = 120 cuma) Material




tonne.km 300L 6.00 9000.00

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c)

2539.00

d) Formwork @ 3.50 per cent of cost of concrete i.e. cost of material, labour and machinery

10660.88

#REF! 24049.21cost of 120 cum = a+b+c+d+e 339306.73Rate per cum (a+b+c+d+e )/120 2827.56

say 2828.005.03 M30 FACIA PANNEL

Using Batching Plant, Transit Mixer Unit = cumTaking output = 120 cuma) Material




tonne.km 300L 6.00 9000.00


2541.00

d) Formwork @ 3.5 per cent of cost of concrete i.e. cost ofmaterial, labour and machinery

10669.77

f) Contractor's profit @ input on (a+b+c+d+e) 24050.10cost of 120 cum = a+b+c+d+e+f 339570.57Rate per cum (a+b+c+d+e+f )/120 2829.75

say 2830.00


1



Facing elements of RCC M30Unit = sqmTaking output = 75 sqma) Labour

Mate day 0.180 130.00 23.40Mazdoor day 3.000 120.00 360.00Mazdoor skilled day 1.500 125.00 187.50

b) MachineryLight crane with lifting capacity upto 3 tonne hour 6.000 230.00 1380.00

c) MaterialPre-cast RCC M-35 facing elements of size as per design and 18 cm thick for 75 sqm. (Refer Item 12.8 (H))

cum 13.500 2830.00 38205.00

HYSD steel @ 5 kg / sqm (Refer Item 12.6) tonnes 0.380 34042.00 12935.96Add 2 per cent of cost of facia pannels, for all necessarytemporary form work, scaffolding and provision of loops/lugsfor lifting of pannels and joining the reinforcing elements.

1022.82

#REF! 195.09Cost for 75 sqm = a+b+c+d 54309.77Rate per sqm = (a+b+c+d)/ 75 724.13

say 724.00With reinforcing elements of synthetic geogridsUnit = sqmTaking output = 300 sqma) Labour

Mate day 0.360 130.00 46.80Mazdoor day 6.000 120.00 720.00Mazdoor skilled day 3.000 125.00 375.00

b) MaterialSynthetic Geogrids as per clause 3102.8 and approved design and specifications.

sqm 300.000 300.00 90000.00

Add 10 per cent of the cost of reinforcing elements (synthetic geogrids) for accessories like tie-strips, nuts and bolts and loops/lugs for joining reinforcing elements with the facia pannels, overlaps and other protective elements for synthetic geogrids.

9000.00

#REF! 10014.18Cost of 300 sqm of Synthetic geogrids = a+b+c 110155.98Rate per sqm = (a+b+c)/ 300 367.19

say 367.00Total of 5.03 say 1091.00

5.04 Providing and laying in-situ RCC M-30 grade friction slab /coping beam on top of facia wall concrete, necessaryshuttering, centering, compaction by vibrating, curing, jointsetc.complete in all respect with cast in-situ expansion gap at50 m interval as directed by Engineer and as per specificationand drawing, excluding reinforcement.Using Batching Plant, Transit Mixer and Concrete Pump

Unit = cumTaking output = 120 cuma) Material


b) Labour

2





tonne.km 300L 6.00 9000.00


2541.00

Add for lift 3.5% 26680.50d) Formwork @ 3.5 per cent of cost of concrete i.e. cost ofmaterial, labour and machinery

10669.77

e) Contractor's profit @ input on (a+b+c+d) 26718.15cost of 120 cum = a+b+c+d+e 368919.12Rate per cum (a+b+c+d+e )/120 3074.33

say 3074.00

5.06 / 5.07

Providing earth work in embankment by using mechanicalmeans with approved material obtained from borrow areashaving 4 days soaked CBR equal to or more than 6%, laying inlayers not exceeding 200 mm, breaking clods, dressing to therequired lines, curves grades, and watering to OMC andcompacting to 95% modified proctor density with vibratoryroller having minimum 80 - 100 kN static weight including alllifts and leads etc. complete as directed by Engineer and asper specification.As per DSR 2005-06( Page No.205 Sr.No. 874 ) Cum 45.00Add lead charges for 18 Km 102.00Royalty charges for murrum cum 35.10Rate per cum 182.10Add Corporation Charges @5% 9.11Total 191.00

5.08 Construction of granular sub-base (structural Layer)byproviding close graded Material, mixing in a mechanical mixplant at OMC, carriage of mixed Material to work site,spreading in uniform layers with motor grader on preparedsurface and compacting with vibratory power roller to achievethe desired density, complete as per clause 401 Unit = cumTaking output = 225 cum (450 tonne)a) Labour

Mate day 0.400 130.00 52.00Mazdoor skilled day 2.000 125.00 250.00Mazdoor day 8.000 120.00 960.00

b) MachineryElectric generator 125 KVA hour 6.000 450.00 2700.00Water tanker 6 KL capacity 5 km lead with one trip per hour

hour 4.500 200.00 900.00

Front end loader 1 cum bucket capacity hour 6.000 520.00 3120.00Tipper 10 tonne tonne.km 450 1.60 2160.00Motor Grader 110 HP hour 6.000 1545.00 9270.00Vibratory roller 8-10 t hour 6.000 994.00 5964.00

c) MaterialClose graded Granular sub-base Material as per table 400-1

3



For Grading-II Material26.5 mm to 9.5 mm @ 35 per cent cum 100.800 508.13 51219.509.5 mm to 2.36 mm @ 25 per cent cum 72.000 508.13 36585.362.36 mm below @ 40 per cent cum 115.200 480.13 55310.98Cost of water KL 27.000 100.00 2700.00

Rate per cum for grading-II Materiald) Contractor's profit @ input on (a+b) 2537.60Cost for 225 cum = a+b+c+d 173729.44Rate per cum = (a+b+c+d)/225 772.13

say 772.00

5.09 Construction of granular sub-base( drainage layer) byproviding coarse graded material, spreading in uniform layerswith motor grader on prepared surface, mixing by mix in placemethod with rotavator at OMC, and compacting with vibratoryroller to achieve the desired density, complete as per clause401.Unit = cumTaking output = 300 cum a) Labour


b) MachineryMortar Grader 110 HP @ 50 cum per hour hour 6.000 1545.00 9270.00Vibratory roller 8 -10 tonne hour 6.000 994.00 5964.00Water tanker 6 KL capacity hour 3.000 200.00 600.00

c) MaterialFor coarse graded Granular sub-base Materials per table 400-2For Grading-II Material

26.5 mm to 4.75 mm @ 75 per cent cum 288.000 508.13 146341.442.36 mm below @ 25 per cent cum 96.000 480.13 46092.48Cost of water KL 18.000 100.00 1800.00

Rate per cum for grading-II Materiald)Contractor's profit @ input on (a+b) 1709.60Cost for 300 cum = a+b+c+d 213039.52Rate per cum = (a+b+c+d)/300 745.64

say 746.00

5.10 Construction of dry lean cement concrete Sub- base over aprepared sub-grade with coarse and fine aggregateconforming to IS: 383, the size of coarse aggregate notexceeding 25 mm, aggregate cement ratio not to exceed 15:1,aggregate gradation after blending to be as per table 600-1,cement content not to be less than 150 kg/ cum, optimummoisture content to be determined during trial lengthconstruction, concrete strength not to be less than 10 Mpa at 7days, mixed in a batching plant, transported to site, laid with apaver with electronic sensor, compacting with 8-10 tonnesvibratory roller, finishing and curing.Unit = cumTaking output = 450 cum (990 tonne)a) Labour


b) MachineryFront end loader 1 cum bucket capacity hour 6.000 520.00 3120.00

4



Cement concrete batch mix plant @ 75 cum per hour hour 6.000 2000.00 12000.00Electric generator 100 KVA hour 6 450 2700.00Paver with electronic sensor hour 6 1850 11100.00Vibratory roller 8-10 t capacity hour 8.000 994.00 7952.00Water tanker6 KL capacity hour 8.000 200.00 1600.00Tipper tonne.km 990 x 5 1.60 7920.00

Add 10 per cent of cost of carriage to cover cost of loadingand unloading

792.00

c) MaterialCrushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes graded as per table 600-1 @ 0.90 cum/cum of concrete conforming to clause 602.2.4.

cum 405.000 508.13 205792.65

Coarse Sand as per IS: 383 @ 0.45 cum/cum of concrete cum 203.000 372.99 75716.97

Cement @ 150 kg/cum of concrete tonne 67.500 3870.00 261225.00Cost of water KL 48.000 100.00 4800.00

d) Contractor's profit on (a+b+c) 5071.96Cost for 205 cum = a+b+c+d 603326.18Rate per cum = (a+b+c+d)/450 1340.72

say 1341.00

5.13 Construction of un-reinforced, dowel jointed, plain cementconcrete pavement over a prepared sub base with 43 gradecement @ 350 kg per cum, coarse and fine aggregateconforming to IS 383, maximum size of coarse aggregate notexceeding 25 mm, mixed in a batching and mixing plant as perapproved mix design, transported to site, laid with a fixed formor slip form paver, spread, compacted and finished in acontinuous operation including provision of contraction,expansion, construction and longitudinal joints, joint filler,separation membrane, sealant primer, joint sealant, debondingstrip, dowel bar, tie rod, admixtures as approved, curingcompound, finishing to lines and grades as per drawing

Unit = cumTaking output = 1050 cum (2415 tonne)a) Labour


b) MachineryRoad Sweeper @ 1250 sqm per hour hour 2.800 230.00 644.00Front end loader 1 cum bucket capacity hour 18.000 520.00 9360.00Cement concrete batch mix plant @ 175 cum per hour (effective output)

hour 6.000 3500.00 21000.00

Electric generator 250 KVA hour 6.000 1285.00 7710.00Slip form paver with electronic sensor hour 6.000 9500.00 57000.00Water tanker6 KL capacity hour 36.000 200.00 7200.00Transit truck agitator 5 cum capacity. tonne.km 2415x5 1.60 19320.00

Add 10 per cent of cost of carriage to cover cost of loadingand unloading

1932.00

Concrete joint cutting machine . hour 12.00 200.00 2400.00Texturing machine . hour 12.00 50.00 600.00

c) MaterialCrushed stone coarse aggregates of 25mm and 12.5mm nominal size @ 0.90 cum/cum of concrete conforming to clause 602.2.4. .

cum 945 508.13 480182.85

Sand as per IS: 383 and conforming to clause 602.2.4 @ 0.45 cum/cum of concrete

cum 473 372.99 176424.27

5



Cement 43 grade @ 350 kg/cum of concrete Rate tonne 368 3870 1424160.0032 mm mild steel dowel bars of grade S 240 tonne 9.45 25000 236250.0016 mm deformed steel tie bars of grade S 415 tonne 1.17 25000 29250.00Separation Membrane of impermeable plastic sheeting 125 micron thick

sqm 3675 50 183750.00

Pre moulded Joint filler, 25 mm thick for expansion joint. sqm 16.33 8000 130640.00

Joint sealant kg 875 80 70000.00Sealant primer kg 116.67 285 33250.95Plastic sheath,1.25 mm thick for dowel bars sqm 46.67 200 9334.00Curing compound liter 1850 70 129500.00Super plastisizer admixture IS marked as per 9103-1999 @ 0.5 per cent by weight of cement

Kg 2070 80 165600.00

Cost of water KL 216 100 21600.00Add 1 per cent of material for cost of miscellaneous materials like tarpauline, Hessian cloth, metal cap, cotton /compressible sponge and cradle for dowel bars, work bridges for men to approach concrete surface without walking over it, cutting blades and bites, minor equipments like scabbling machine, threads, ropes, guide wires and any other unforeseen items.

30899.42

contrators profit @ 10% 259773.54Cost for 1050cum = a+b+c+d 3514116.03Rate per cum = (a+b+c+d)/1050 3346.78

say 3347.00

Wet Mix Macadam5.16 Providing, laying, spreading and compacting graded stone

aggregate to wet mix macadam specification includingpremixing the Material with water at OMC in mechanical mixplant carriage of mixed Material by tipper to site, laying inuniform layers with paver in sub- base / base course on wellprepared surface and compacting with vibratory roller toachieve the desired density.Unit = cumTaking output = 225 cum (495 tonnes)a) Labour


b) Machinery hourWet mix plant of 75 tonne hourly capacity hour 9.000 1296.00 11664.00Electric generator 125 KVA hour 6.000 450.00 2700.00Front end loader 1 cum capacity hour 6.000 520.00 3120.00Paver finisher hour 6.000 629.00 3774.00Vibratory roller 8 - 10 tonne hour 6x0.65 994.00 3876.60Water tanker 6 KL capacity hour 3.000 200.00 600.00Tipper tonne.km 495 x 3 1.60 2376.00Add 10 per cent of cost of carriage to cover cost of loading and unloading

237.60

c) Material ( Table 400-11)45 mm to 22.4 mm@ 30 per cent cum 89.100 508.13 45274.3822.4 mm to 2.36 mm @ 40 per cent cum 118.800 508.13 60365.842.36 mm to 75 micron@ 30 per cent cum 89.100 480.13 42779.58Cost of water KL 18.000 100.00 1800.00

d) Contractor's profit @ input on (a+b) 2986.06Cost for 225 cum = a+b+c+d 183066.47Rate per cum = (a+b+c+d)/225 813.63

6



say 814.00

Analysis for 1200 mm dia NP4 Pipe5.17 Laying Reinforced Cement Concrete Pipe NP4 /

Prestressed Concrete Pipe on First Class Bedding inSingle Row . Laying Reinforced cement concrete pipe NP4/prestressedconcrete pipe for culverts on first class bedding of granularmaterial in single row including fixing collar with cement mortar1:2 but excluding excavation, protection works, backfilling,concrete and masonry works in head walls and parapets .

Unit = metreTaking output = 12.5 metres ( 5 pipes of 2.5 m length each)1200 mm diaa) Labour


b) MaterialSand at site cum 0.090 372.99 33.57Cement at site tonne 0.070 3870.00 270.90RCC pipe NP-4/prestressed concrete pipe including collar at site

metre 12.500 9350.00 116875.00

Granular material passing 5-6 mm sieve for class bedding cum 5.000 480.13 2400.65

d) Contractor's profit @ on (a+b+c) 11776.14Cost for 12.5 metres = a+b+c+d 132242.66Rate per metre= (a+b+c+d)/12.5 10579.41

say 10579.00

5.18 Providing and fixing gabion of required section including boxesof size 1.5 m x 1m x 1m or as per shown in approved drawingmade of mechanically woven hexagonal shape wire mesh oftype 10 cm x 12 cm. Edges mechanically salvaged made ofheavily (Zinc+PVC) coated GI wire as per BS 433 mesh wire3.4 mm dia and feed with supplying and providing 20 to 50 Kgweight traps stones and Geotextile including conveying with allleads and lifts and placing at required line,level,slope sectionlaying of geotextile between wall and backfill as perspecification and approved drawing and as directed byEngineer. As per Maharashtra State PWD Coastal Engineering DivisionMumbai (DSR 2005-06) ( Ref: Item.No. Rd 23 Page No. 10)

cum 1426Trap stones cum 258.17Geotextile m2/m3 90Rate per cum 1774.17Add Corporation Charges @ 5% 88.7085Rate per cum 1862.9

say 1863.00

7



5.20 Ground Improvement by removing unsitable soil and backfillingwith murrum with approved material obtained from borrowareas having 4 days soaked CBR equal to or more than 6%,laying in layers not exceeding 200 mm, breaking clods,dressing to the required lines, curves grades, and watering toOMC and compacting to 95% modified proctor density withvibratory roller having minimum 80 - 100 kN static weightincluding all lifts and leads etc. complete as directed byEngineer and as per specification. including Excavation,dewatering etc complete Excavation including dewatering cum 85Backfilling with murrum cum 33Lead charges for murrum 18 Km cum 102.0Royalty charges for murrum cum 35.1Rate per cum 254.1

say 254.00

8

MEASUREMENT SHEETS

MEASUREMENT SHEET

BRIDGE ACRROSS GODAVARI RIVER

SR NO. ITEM

NONO. L B D UNIT QTY.

1 1.01

APPROCH 1

1 120 24 SQ M 2880

APPROCH 2

1 1600 24 SQ M 38400

TOTAL 41280

Ha 4.128

say Ha 4.2

2 1.022 80 - - NO 160

3 1.03

- - - - - 0

4 1.04

cum 200

cum 100

5 1.05

38 16 - - RM 608

38 4 - - RM 152

a) Dismantling bricks / stone masonry,

b) Dismantling of Concrete Structures

a) Boring in all strata.

b) Drilling in hard rock.

DATE:17/02/07 REF.DRG. NO.-2006069/BS/GAD-11/12

PART 1. PRELIMINARY WORKS

Taking one 100 mm bore hole at eachfoundation location of flyover proper andone each in approaches…………….

DPR FOR ROAD DEVELOPMENT IN NANDED UNDER JNNURM

(ROAD NO.-10 )

(From Ch: 0+460 TO 2+750 )

DESCRIPTION

Clearing and grubbing road landincluding uprooting all vegetation, grass,bush shrubs,……………………….

Installation of a steel portablebarricade.........................

Supplying and fixing the necessary sign boards……………(QTY. considered in road work)

Dismantling of structures and sorting ofthe dismantledmaterial,……………………….(provisional qty)

MEASUREMENT SHEET

Consulting Engineering Services (I) Pvt. Ltd. 1

SR NO. ITEM




(ROAD NO.-10 )

(From Ch: 0+460 TO 2+750 )

DESCRIPTION

MEASUREMENT SHEET

SR NO. ITEM NO NO. L B D UNIT QTY.1

1x(10x2)=20 9.1 4.7 3 cum 2566.2

1x(6x2)=12 8.7 5.2 2.4 cum 1302.91

abutment1x(2x2)=4 10 6.2 2.4 cum 595.20

total 1898.11

1x(1x2)=2 10 10 2.6 cum 520.00

stair case

4 2 2 1.5 cum 24.00

total 5008.31

say 5009.00

DESCRIPTION

Earthwork in Excavation forfoundation for Structures in all typesof Strata other than rock …………

1) a) Soils of all types upto 3m

2.01

PART 2 FOUNDATION AND SUBSTRUCTURE

open foundation

Pile foundation

well foundation

Anular filli

G.L.

3 M

3.46 M

8M0.1 M

5M

1

2 1.5 M

4.5

1 m

fig. 1 open foundation

0.75

ELEVATION

PLAN

0.75

0.75

fig. 2 pile foundation (pier)

8.5

5M

PLAN

1.2 φ

ELEVATION

G.L.

0.5 m

1.8 m


SR NO. ITEM




(ROAD NO.-10 )

(From Ch: 0+460 TO 2+750 )

DESCRIPTION

MEASUREMENT SHEET

open foundationpier

1x(10x2)=20 9.10 4.70 2.00 cum 1710.80say 1711.00

1x(10x2)=20 9.1 4.7 1.46 cum 1249.00

2 2.02

2 24 3 3 cum 432.00

- - - - cum 0.00

3

a) annular filling1x(10x2)=20

cum 304.00b) 100 mm th. p.c.c. for

foundationopen foundation

1x(10x2)=20 8.2 4.7 0.1 cum 77.08Pile foundation

pier1x(6x2)=12 8.7 5.200 0.1 cum 54.29abutment1x(2x2)=4 10.0 6.200 0.1 cum 24.80

1x(1x2)=2 @ area= 78.500 0.1 cum 15.70

stair case

4 2 2.0 0.1 cum 1.60

total 477.47

say 478.00

a) Soils of all types upto 3m depth

b) Soils of all types greater than 3mdepth

Providing Trial Pits to find out theutilities…………………………….

2) Excavation foundation ofstructure in rock by wedging /chiselling / controlled blasting orline drilling and mechanical meansincluding………………..

Providing and laying in situ M15 gradebedding concrete in foundation ,annularfillingbelow pile cap including……….

b) Soils of all types greater than 3mdepth

well foundation

volume of excavation up to 1.5m depth=64.16m3

volume of foundation up to 1.5m depth=48.96m3

Hence volume of annular filling=15.2m3

2.03


SR NO. ITEM




(ROAD NO.-10 )

(From Ch: 0+460 TO 2+750 )

DESCRIPTION

MEASUREMENT SHEET

4 2.04 pier

6(6x2)=72 13.50 @ area= 1.13 cum 1098.75

abutment

8(2x2)=32 14.93@ area=

1.13 cum 540.06

total 1638.81

72 13.50 RM 972.00

32 14.93 RM 477.76

total 1449.76

say 1450.00

5 2.05

1x750=750 - - - MT 750.00

2x450=900 - - - MT 900.00

1x45=45 - - - MT 45.00

6 2.06

1x(2*2)=4 9.3 0.60 5.397 cum 120.46behind returns

1x(2*2)=4 1.2 0.60 5.397 cum 15.54

total 136.007 2.07 open foundation

portion 2

1x(10x2)=20 8 4.50 0.75 cum 540.00

portion 1

1x(10x2)=20 0.75 cum 416.25stair case

4 1.800 1.800 0.8 cum 10.37total 966.62say 967.00

b) Routine pile load test

a) Initial Load Test

Providing and laying in situ 600mm thfilter media behind abutments and returnwalls…………

c) Horizontal pile load

Providing and laying in situ M-30 gradereinforced cement concrete infoundations of piers , abutments andstaircase including dewatering,shuttering ,compacting,curinge.t.c………..(ref.fig 1)

@ area=27.75

Providing and laying in situ M-30 gradereinforced cement concrete in piles of diameter 1.2m including shuttering,compacting,curing e.t.c……….

carrying out loadtest…………………………..

behind abutments


SR NO. ITEM




(ROAD NO.-10 )

(From Ch: 0+460 TO 2+750 )

DESCRIPTION

MEASUREMENT SHEET

8 2.08 pier on open

foundation

PORTION 12x(10x2)=40 cum 752.00

PORTION 2

1x(10x2)=20 volume =89.48 cum 1789.60

pier on pile foundation

PORTION 1

1x(6x2)=12 cum 225.60

PORTION 2

1x(6x2)=12 volume =9.114 cum 109.37

pier on well foundationPORTION 1

cum 37.60PORTION 21x(1x2)=2 volume =5.686 cum 11.37staircase

4 13 0.400 0.400 cum 8.32

ABUTMENT

1x(2*2)=4 9.8 1.2 2.8 cum 131.71

RETANING WALL

1x(2*2)=4 1.8 0.50 5.397 cum 19.43

DIRT WALL

1x(2*2)=4 9.8 0.30 2.597 cum 30.54

Total 3115.54

say 3116.00

VOLUME=(a1+a2+sqrt(a1xa2))xh/3=18.80



Providing and laying in situ M-30 gradereinforced cement concrete in RCCpiers,abutments,staircase column, REwall,dirt wall etc…………...……

avg.

3m

3m

16.22

1

1

2

1.652

a1=7.017

a2=5.5171

2

3m

pile foundation

open foundation

por. 1

3.5m0.75

2.5m0.75m

a1

a21.5

3m

a1=7.017

a2=5.517

1.031 m

a1=7.017

a2=5.5171

2

3m

well foundation


SR NO. ITEM




(ROAD NO.-10 )

(From Ch: 0+460 TO 2+750 )

DESCRIPTION

MEASUREMENT SHEET

9 2.09

pier caps

PORTION 1

1x(17*2)=34 9 3.00 0.600m CUM 550.80

PORTION 2

1x(17*2)=34 cum 701.42

pedestal

1x(144x2)=288 0.60 0.60 0.40 CUM 41.47

total 1293.69

say 1294.0010 2.10

@ 80 kg/m3 MT 77.36

@ 120 kg/m3 MT 524.19

@ 80 kg/m3 MT 131.10

@ 100 kg/m3 MT 134.20

@ 120 kg/m3 MT 28.32

@ 80 kg/m3 MT 3.32

@ 20 kg/m3 MT 19.90

@ 80 kg/m3 MT 14.24

total 932.63

say 935.00

11 2.11

SQ-M 2620.00


providing and fixing H.Y.S.D. Steel barsof various dimeter in foundation ofR.C.C. In piles, pilescaps,foundations,pier caps,abutmentwall, dirtwall ,pedastal asper.....................

3) RCC piles

4) pile caps

5) well caps

6) pedestal

Providing and applying one coat of zinc-rich epoxy primer and two coats of coaltar epoxy paint of reqd. thickness as perspecifications to all concrete surfaces incontact with earth……………….

1) foundation of pier/column

2) pier/column, pier cap, abutment,dirtwall, Retaning wall

7) well staning

8) well curb

Providing and laying in situ M-30 grade RCC caps and pedestal over pier and abutment………

5M

9M

0.6M

1.2M1

2

3m

1.8m

front view

side viewpier cap

0.6

0.4

pedestal

0.6


SR NO. ITEM




(ROAD NO.-10 )

(From Ch: 0+460 TO 2+750 )

DESCRIPTION

MEASUREMENT SHEET

12 2.12

- - - -

SQ-M 0.00

13 2.13

non perinial river 10x2=20 9.1 4.70 6.5 cum 5560.10

perinial river - - - - cum 0.00

say 5561.0014 2.14

1x(1x2)=2 19 RM 38.00

15 2.15

1x(1x2)=2 14.00 @ area= 35.51 cum 994.38

say 995.0016 2.16

1x(1x2)=2 @ area= 35.5134 2.5 cum 177.57

say 178.00

17

1x(1x2)=2 31.4 @ 90 kg/m MT 5.65

say 6.00

@ perimeter=

2.17 Providing and setting out mild steelcutting edge in well curb in situ ,e.t.c………..

Providing and laying in situ M-20 gradereinforced cement concrete in well steining including shuttering,compacting,curing e.t.c………..

Providing and laying in situ M-25 gradereinforced cement concrete in well curb including shuttering,compacting,curing e.t.c………..

Sinking of well foundation in all types ofsoil and murum dia.10m and depth upto 20 m etc. …………………….

Providing and applying one coat EpoxyPhenolic primer of DFT 50 micron andtwo coats of Epoxy Phenolic coating ofDFT 100 microns each or any otherequivalent epoxy coating system to allconcrete surfaces exposed toatmosphere in superstructure andsubstructure including.............................(not considered)

Dewatering including diversion of streamproviding cofferdam bundsetc………………………..


SR NO. ITEM




(ROAD NO.-10 )

(From Ch: 0+460 TO 2+750 )

DESCRIPTION

MEASUREMENT SHEET

18 2.18 pile cap

pier

1x(6x2)=12 8.5 5.00 1.8 cum 918.00

abutment

1x(2x2)=4 9.8 6.00 1.8 cum 423.36total 1341.36say 1342.00

well cap1x(1x2)=2 @ area= 78.50 1.50 cum 235.50

say 236.00total 1578.00

19 2.19

1x(1x2)=2 @ area= 42.9866 13.4 cum 1152.04

1x(18x2)=36 31.7 1.5 0.332 cum 568.32

total 1720.36

say 1721.0020 2.20

1x(1x2)=2 @ area= 60.7433 2.8 cum 340.16

say 340.00

21 2.21

1x(1x2)=2 @ area= 42.9866 0.3 cum 25.79

say 26.00

22 2.22

72+32=104 8 MT 149.76

say 150.00

Providing and laying in situ M-30 gradereinforced cement concrete in pile cap/well cap including dewatering,shuttering ,compacting,curinge.t.c………..(ref.fig 1)

Providing and filling in well sand/rubblein situ ,compacting,curing e.t.c………..

@ 180 kg/m

Providing and laying in situ M-15 gradereinforced cement concrete in bottom plug ,compacting,curing e.t.c………..

Providing and laying in situ M-15 gradereinforced cement concrete in top plug,compacting,curing e.t.c………..

Providing and installing 6 mm MS linerfor bored-cast-in-situ concrete pilesincluding………………………


SR NO. ITEM




(ROAD NO.-10 )

(From Ch: 0+460 TO 2+750 )

DESCRIPTION

MEASUREMENT SHEET

1 3.01

@ 50 Kg/m3 MT 195.05

say 196.00

2 3.02

MID SECTION1x(72x2)=144 30.1 @ AREA= 0.838 CUM 3630.06

ARING SECTION

1x(72x2)=144 0.6 @ AREA= 1.044 CUM 90.20

END SECTION

1x(72x2)=144 1 @ AREA= 1.25 CUM 180.00

TOTAL 3900.26

say 3901

3 3.03

144 CAPACITY =12 NO 144.00) POT cum PTFE

144 CAPACITY =12 NO 144.004 3.04

DECK SLAB1x(18x2)=36 31.7 9.90 0.24 CUM 2711.49

1x(72x2)=144 0.3 @ AREA= 10.45 CUM 451.44

1x(72x2)=144 0.5 @ AREA= 9.21 CUM 663.12

TOTAL 3826.05

say 3827.005 3.05

- - - - cum 0.00

Intermediate diaphram (300mm th).

End diaphram (600mm th.)

Providing and laying controlled in-situcement concrete of M40 grade in BoxGirders including……………………(nobox girder)

a) POT fixedbearing

Providing and fixing 12.7/15.2 mmdiameter low relaxation "prestressing steel strands" conforming to class IIof IS;14268 for post tensioned girderincluding cutting…………………………….

Providing and laying in situ 240 mmthick M-40 grade Reinforced cementconcrete deck slab anddiaphragm………………..

Providing and fixing POT cum P.T.F.E.bearing to true line andposition………………

Providing and laying in position M-40grade P.S.C. girder…………………..

PART 3 SUPERSTRUCTURE

200

100

1050

200250

1000

300

650

1800

MID SPAN SECTION

650

SECTION AT END

1800

1000

20060

1540


SR NO. ITEM




(ROAD NO.-10 )

(From Ch: 0+460 TO 2+750 )

DESCRIPTION

MEASUREMENT SHEET

6 3.06

@ 100 kg/m3 MT 390.10@ 120 kg/m3 MT 459.24@ 80 kg/m3 MT 1.793@ 120 kg/m3 MT 1.43

TOTAL 852.56say 853.00

7 3.07

- - - - SQ-M 0.00

8 3.08

- - - - SQ-M 0.00

9 3.09

1 - - - NO 1

10 3.10

16.0 2.891 1.500 0.150 cum 10.41

2X9X8=144 1.5 @ AREA= 0.030 cum 6.48

16.000 3 1.0 0.250 cum 12.00

20.000 4.400 0.230 0.350 cum 7.08

20.000 3.000 0.230 0.350 cum 4.83

total 40.80

say 41.0011 3.11

16.00 9.3m2 sq. m 148.80

say 149.00

landing slab

rcc beams

plan area =

3) waist slab, landing slab4) r .c.c. beams

waist slab

steps

providing and laying RCC M-30 in waistslab,landing slab,rcc beams………..

Providing and applying one coat ofphenolic primer ….. ..(QTY. notconsidered)

Providing and applying 3 coats of waterbased cement paint of approved qualityto the inner concretesurfaces…………….

providing and carrying out loadtest………

1) psc girder2)deck slab, diphrams

Providing and fixing H.Y.S.D. Fe-415steel bars of various diameter for all RCCwork in superstructure …...

providing and fixing chequiredtiles…………..

@ 120T ,SUPERIMPOSED


SR NO. ITEM




(ROAD NO.-10 )

(From Ch: 0+460 TO 2+750 )

DESCRIPTION

MEASUREMENT SHEET

1

4.01 1(1x2)=2 215.1 RM 430.2

SAY 431

2 4.02

10x18=180 31.7 5706

3 4.03

1x(18x2)=36 31.70 1.50 0.100 cum 171.18

1x(18x2)=36 31.70 0.6 0.302 cum 206.79

1x(15x2)=30 31.70 0.3 0.362 cum 103.28

1x(18x2)=36 31.70 @ area = 0.0604 cum 68.93

TOTAL 550.17

say 550.004 4.04

@ 50 kg/m3 MT 8.56

@ 75 kg/m3 MT 7.75@ 50 kg/m3 MT 3.45

4) Median @ 50 kg/m3 MT 10.34

TOTAL 30.09

say 31.00

5 4.05

SQ-M 0.00

3) road kerb

1) footpath cover slab

2) median

3) edge beam/railing beam

4) road kerb

Providing and fixing H.Y.S.D. Steel barsof various diameter ………

Providing and casting RCC CrashBarrier in M40 controlled concrete withcast-in-situ or precast members as perdetailed drawingsincluding…………………….

providing and laying M-25 grade slab RCC in ………

Providing and applying one coat EpoxyPhenolic primer of DFT 50 micron andtwo coats of Epoxy Phenolic coating ofDFT 100 microns each or any otherequivalent epoxy coating system to allconcrete surfaces exposed toatmosphere in superstructure and……….......

1) footpath cover slab

2) edge beam

PART 4 MISCELLANEOUS

Providing and laying 100 mm HDPEpipe in true line and level insidethe…………


SR NO. ITEM




(ROAD NO.-10 )

(From Ch: 0+460 TO 2+750 )

DESCRIPTION

MEASUREMENT SHEET

6 4.06

6x(18x2)=216 NOS 216.00

7 4.07- - RM 0.00

SAY 0.00

8 4.08

216 2.00 - - RM 432.00

9 4.09

2 - - - NOS 2.00

10 4.10

2 15.00 - - RM 30.00

11 4.11

19 19.80 RM 376.2

SAY 37712 4.12

1x(18x2)=36 31.70 7.5 - sq-m 8559

13 4.13

1x(18x2)=36 31.70 7.5 - sq-m 8559

14 4.141x(18x2)=36 31.70 7.5 - sq-m 8559

15 4.15

1x(18x2)=36 31.70 7.5 0.50 cum 4279.50

SAY 4280.0016 4.16

1x(18x2)=36 31.70 7.5 0.25 cum 2139.75

SAY 2140.00

Providing and fixing G.I. Drainage spoutsof 100 mm dia including grating withsuitable clean out fixtures including……………………

Providing and applying tack coat usingbituminous emulsion or cut back primerover primed / black top surface………………..

Providing and applying primer coat usingbituminous emulsion……………………

providing and laying mastic asphalt coat@12mm th. over the prepeard surface ofdeck slab.

providing and laying dense bituminousmacadam @ 50mm thick………………

Providing and fixing G.I. Longitudinalrunner pipe 150mm.dimeter………………...

Providing and fixing in position strip sealtype expansion joints as per detaileddrawing and approved specifications formovement up to 40mm…………………..

Providing and fixing 150 mm dia. GIdown take pipes including…………….

Providing and constructing catch pit0.90 m x 0.45 m x 1.2 mdeep……………………….

Providing and fixing precast concrete300 mm dia. pipes, typeNP3,………………………….

providing and laying bituminousconcrete @25mmthick……………………


SR NO. ITEM




(ROAD NO.-10 )

(From Ch: 0+460 TO 2+750 )

DESCRIPTION

MEASUREMENT SHEET

17 4.17400 - - - NOS 400.00

18 4.18

4 @ 2 m2 - sq-m 8.00

19 4.19- - - - - 0.00

20 4.20100 - - - NOS 100.00

21 4.21

1) crash barrier1(1x2)=2 215.1 RM 430.2

2) staircase52 RM 52.00

total 482.20

SAY 483.00

22 4.2218 31.7 - - RM 570.60

SAY 571.00

23 4.23- - - - - 0.00

24 4.24

1x(15x2)=30 31.7 RM 951.00

25 4.25

1x(2*2)=4 8.7 1.20 5.397 cum 225.38

SAY 226.00

26 4.26

- - - -

cu.centimeter 0.00

Providing and fixing four pillars,one ateach corner of each of the bridge ofapproved architectural……………..

Construction of RCC railing of M20Grade in-situ with 20 mm nominal sizeaggregate………………….

Providing and casting RCC Faciapannel in M30controlled……………………..

Road Markings………(considerd in roadwork)

Providing & Fixing Bituminous FillerPad…………………

Providing and filling behind abutmentand return wall with selected fill ofapproved quality ………………………

Providing and fixing Neoprene bearing……………………..

Providing & fixing discontinuous M25PCC precast kerb stonesof size 600 x300 x 1200 mm……………….

Providing & fixing in position 100 mmDia. A.C. pipes as…………………….

Providing & fixing in position MS Railingover RCC Crash Barrier and forstaircase including…………….


SR NO. ITEM




(ROAD NO.-10 )

(From Ch: 0+460 TO 2+750 )

DESCRIPTION

MEASUREMENT SHEET

APPROACHES1 5.01

R. E. WALL 120x2=240 1.5 1.5 cum 540

Gabian wall 1600 24 1.5 cum 57600total 58140

2 5.021x(2x1)=2 120 0.6 0.3 cum 43.2

SAY 44

3 5.031x(1*2)=2 120 avg.ht= 3.963 SQ-M 951

4 5.04

1x(2*1)=2 120 3.45 0.25 cum 207.00

say 207.005 5.05

@ 100 kg/m3 MT 20.7

say 20.06 5.06

1) R.E.WALL R. E. WALL 120 18.4 2.962 cum 6540.10

say 6541.007 5.07

- - - - cum 0

8 5.08

- - - - cum 0

Providing and laying Granular Sub Base(Structural layer ) Close Gradedconforming ……………….(considered inroad work)

Providing earth work in embankment byusing mechanical means with approvedmaterial obtained fromborrow……………………………….

Providing and laying in-situ RCC M-30grade frictionslab…………………………..

Excavation for foundation of structuresincluding dewatering, shoring andstrutting as necessary and backfilling thetrenches with………………………………..

Providing and fixing in position HYSDFe415 reinforcing bars of variousdiameters for the above all RCC works

f F i ti Sl b

Providing and laying in situ PCC M30grade bedding concrete below faciaelement / foundationincluding…………………………

Providing & fixing of precast faciaelements in RCC M30 grade forreinforced soil embankment forapproach ……………………….

Providing 300mm thick layer of earthwork in embankment by usingmechanical means…………….(considered in roadwork)

PART 5


SR NO. ITEM




(ROAD NO.-10 )

(From Ch: 0+460 TO 2+750 )

DESCRIPTION

MEASUREMENT SHEET

9 5.09

- - - - cum 0

10 5.10

- - - - cum 0

11 5.11

- - - - cum 0

12 5.12

- - - - cum 0

13 5.13

- - - - cum 0

14 5.14

- - - - cum 0

15 5.15

- - - - cum 0

Providing, laying,spreading andcompacting specified graded crushstone in Granular Sub Base course(drainage layer)including……………………(considered in road work)

Providing and laying Dry Lean Concretebase including providing coarse and fineaggregate……………….. (considered inroad work)

Providing and laying BituminousConcrete in a single layer of 25mm to 50mm compacted thickness on preparedsurface using modified bitumen of gradeapproved by…………………(consideredin road work)

Providing and laying Pavement QualityConcrete of M 35 grade obtained fromapproved including……………..(considered in road work)

Providing and laying 40-100 mm thickcompacted Dense Bituminous Macadam layer using B.T. chips…………………(considered in roadwork)

Providing and applying tack coat usingbituminous emulsion or cut back primerover primed / black topsurface……………(considered in roadwork)

Providing and applying tack coat usingbituminous emulsion or cut back primerover primed / black top surface withemulsion………………..(considered inroad work)


SR NO. ITEM




(ROAD NO.-10 )

(From Ch: 0+460 TO 2+750 )

DESCRIPTION

MEASUREMENT SHEET

16 5.16

- - - - cum 0

17 5.17

- - - - cum 0

18 5.18 up to 6.5m ht.

2 480 16 m3/m cum 15360

up to 5.5m ht.

2 760.0 12.25 m3/m cum 18620

up to 4.5m ht.

2 410.0 9 m3/m cum 7380

total 41360

19 5.19

up to 6.5m ht.

1 480 21.3 ( 6.5 - 1) = 5.5 cum 40872

up to 5.5m ht.

1 760.0 21.3 ( 5.5 - 1) = 4.5 cum 54226

up to 5.5m ht.

1 410.0 21.3 ( 4.5 - 1) = 3.5 cum 23903

total 119001

20 5.20

1 1600.0 24 1.5 cum 57600.0

vol. Of filling = total vol. At respective ht. - vol. Of gabian at that ht.

Providing and fixing of mechanically woven Double Twisted Hexagonal shaped wire mesh Gabian boxes of required section …………………………………………..( note - +/- 0.5m variation in G.L. is considered in calculating quantities)

Ground Improvement by removing unsitable soil and backfilling with murrum……………………….

Providing and laying in position precastRCC pipes NP4 prestressed concretepipes forculverts………………………(considered in road work)

Backfilling in Gabian wall wall with approved material……….

Providing, laying,spreading andcompacting specified graded stoneaggregate to Wet mix macadam in layerof not exceeding 200 mm thkcompacted including…………….(considered in roadwork)


MEASUREMENT SHEET

ROB AT HINGOLI GATE

R.O.B. AT HINGOLI

1.01 Clearing & Grubbing the Project Area 764.750 24.000 m2

18354.00

19000.00

i.e. Ha 2.00

1.02 Barricade on both sides of Bridge during construction at a distance of 2.5 m

2 Nos. 614

620

1.03 Signage Boards

1.04 Dismantling existing Structures

Existing P.C.C. Median Kerbfor a length equal to Viaduct portion which covers existing road alignment 500.000 1.200 0.500 m3

300.00

1.05 Soil Investigations -

ABoring in all strata except Rock 22 20.000 440.00

Say , 500.00

B Drilling in Hard Rock 22 5.000 110.00

Say , 125.00

M.M.Phatak

P.P. Kundargi

September 2006

UnitDepth

Calculated by :

Checked by :

Date :

Breadth

DETAILED PROJECT REPORT FOR DEVELOPMENT OF NANDED CITY ROADS UNDER JNNURM

No. LengthDescriptionItem No. Quantity

Say ,

Say ,

764.75 / 2.5 + 1

(Already covered in Road Works)

TAKE OFF_HINGOLI ROB_2/18/2007 3:01 PM 1 OF 24

R.O.B. AT HINGOLI

M.M.Phatak

P.P. Kundargi

September 2006

UnitDepth

Calculated by :

Checked by :

Date :

Breadth



2.01 Excavation -

2.01.- i In Soil -

A Abutment Pile Caps 2 x 2 9.650 5.600 2.150 m3 464.74

Say , 465.00

B Pier Pile Caps -

1 P10 & P11 (Railway Span) 2 x 2 7.800 7.800 2.450 m3 596.23

Say , 600.00

2 P14 & P15 (42.5m Span) 2 x 2 7.800 7.800 2.450 m3 596.23

Say , 600.00

3 P1, P2, P5, P8, P12, P16 and P19 (fixed Piers) 2 x 7 6.600 5.600 2.150 m3

1112.50

Say , 1115.00

4 P3, P4, P6, P7, P9. P13, P17, P18 & P20 (free Piers) 2 x 9 6.600 6.600 2.150 m3

1685.77

Say , 1690.00

4470.00

Say , 4500.00

Total =


R.O.B. AT HINGOLI

M.M.Phatak

P.P. Kundargi

September 2006

UnitDepth

Calculated by :

Checked by :

Date :

Breadth



2.01.- ii In Rock -

Nominal Quantity (5% of Quantity for Soil) m3

223.50

Say , 300.00

2.02 Trial Pit - 6 24.000 3.000 3.000 m3 1296.00

Say , 1300.00

2.03.1 Abutment Pile Caps 2 x 2 9.650 5.600 0.150 m3 32.42

2.03.2 Pier Pile Caps -


2 P14 & P15 (42.5m Span) 2 x 2 7.800 7.800 0.150 m3 36.50


77.62

2.03

0.05 * 4500 =

M15 Levelling course (150 thk.) below Pile Cap


R.O.B. AT HINGOLI

M.M.Phatak

P.P. Kundargi

September 2006

UnitDepth

Calculated by :

Checked by :

Date :

Breadth




84.67

Say , 85.00

268.05

Say , 268.00

2.04 Drilling / Boring & Concrete in R.C.C. Piles (for 14.0m Length above founding level)

2.04.1 1000 mm Dia. Piles -

(Considering 3 x Dia. Of Piles = 3.0m Additional length of Embedment below founding level)

A P1, P2, P5, P8, P12, P16 and P19 (fixed Piers) 2 x 8 x 7 14.000 Rm 1568.00

Say , 1568.00

B P3, P4, P6, P7, P9. P13, P17, P18 & P20 (free Piers) 2 x 6 x 9 14.000 Rm 1512.00

Say , 1512.00

Total =


R.O.B. AT HINGOLI

M.M.Phatak

P.P. Kundargi

September 2006

UnitDepth

Calculated by :

Checked by :

Date :

Breadth



C Abutments - A1 and A2 2 x 8 x 2 14.000 Rm 448.00

Say , 448.00

3528.00

Say , 3600.00

2.04.2 1200 mm Dia. Piles

(Considering 3 X Dia. Of Piles = 3.6m Additional length of Embedment below founding level)

A P10 & P11 (Railway Span) 2 x 8 x 2 14.000 Rm 448.00

Say , 450.00

B P14 & P15 (42.5m Span) 2 x 8 x 2 14.000 Rm 448.00

Say , 450.00

900.00

Say , 900.00

2.06

Say , 130.00

m38.600 0.600 6.187

600 Thick Filter Media behind Abutments

Subtotal =

2 x 2 127.70

Subtotal =


R.O.B. AT HINGOLI

M.M.Phatak

P.P. Kundargi

September 2006

UnitDepth

Calculated by :

Checked by :

Date :

Breadth



2.08

2.08.1 Abutment Walls 2 x 2 8.600 1.500 3.250 m3 167.70

Say , 170.00

2.08.2 Piers - Straight Portion 2 x 20 4.500 m3453.06

Say , 454.00

2.08.3 Flare Portion Common for all Piers at Top of variable Area of 2.0m Height

2 x 20

2.000 m3386.36

Say , 387.00

1011.00

Say , 1015.00

2.08.4 Dirt Walls 2 x 2 8.600 2.381 0.300 m3 24.57

Say , 25.00

1040.00Total =

Plan Area = 2.517 m2

Avg. Plan Area of 2.517 m2 At Base & 7.142 m2 At Top =

Subtotal =

M30 Grade concrete in R.C.C. Abutment Walls, Dirt Walls and Pier shafts


R.O.B. AT HINGOLI

M.M.Phatak

P.P. Kundargi

September 2006

UnitDepth

Calculated by :

Checked by :

Date :

Breadth



2.09

2.09.1 Abutment Caps 2 x 2 8.600 1.500 0.200 m3 10.32

Say , 11.00

2.09.2 Pier Caps

A For Piers except Piers of 2 x 18 2.6 m3617.76

Say , 618.00

B Piers of Portal Frame 2 x 2 8.600 1.000 1.200 m3 41.28

Say , 42.00

660.00

2.09.3 Pedestals on Abutment Cap 2 x 2 x 3 0.500 0.500 0.300 m3 0.90

Say , 1.00

2.09.4 Pedestals on Pier Cap -

1 On Pier P1 of Span A1-P1, for 2 x 3 x 19 0.500 0.500 0.300 m38.55

Say , 9.00

2 For Span P14-P15 2 x 2 0.500 0.500 0.300 m3 0.30

Say , 1.00

C.S. Area = 6.6 m2

Subtotal =

M30 Grade concrete in R.C.C. Abutment Caps, Pier Caps & Pedestals


R.O.B. AT HINGOLI

M.M.Phatak

P.P. Kundargi

September 2006

UnitDepth

Calculated by :

Checked by :

Date :

Breadth



3 For Span P1-P2, P2-P3 and Span P3-P4 2 x 5 x 3 0.500 0.500 0.300 m3

2.25

Say , 3.00

14.00

685.00

2.10

Rerring Concrete Quantities,

kg/m3

2.10.1 R.C.C. Piles

A 1000 mm Dia. Piles 0.785 m2 3600.000 100 282743

B 1200 mm Dia. Piles 1.131 m2 900.000 100 101788

384531

Say , 385000

Total =

HYSD Qty. in 'kg'Concrete Quantity

Subtotal =

Subtotal =

HYSD Reinforcement in Diff. Structural Members mentioned under -


R.O.B. AT HINGOLI

M.M.Phatak

P.P. Kundargi

September 2006

UnitDepth

Calculated by :

Checked by :

Date :

Breadth



2.10.2 R.C.C. Pile Caps 125 335000

Say , 335000

2.10.3 R.C.C. Abutment Walls, Straight and Flared Portion of R.C.C. Piers 100 101500

Say , 102000

2.10.4 R.C.C. Abutment Caps 80 880

Say , 1000

2.10.5 R.C.C. Pier Caps 125 82500

Say , 83000

2.10.6 R.C.C. Pedestals on Abutment Cap and Pier Cap 80 1120

Say , 1200

2.10.7 R.C.C. Dirt Wall 80 2000

Say , 2000

909200

Say , 913000

2680.000

Total =

11.000

25.000

14.000

660.000

1015.000


R.O.B. AT HINGOLI

M.M.Phatak

P.P. Kundargi

September 2006

UnitDepth

Calculated by :

Checked by :

Date :

Breadth



2.11 Coal Tar Epoxy Paint for Structures below Ground Level or in contact with the Earth

2.11.1 Abutments 2 x 2 8.600 6.187 m2212.83

Say , 220.00

2.11.2 Piers 2 x 20 0.500 m2114.24

Say , 120.00

2.11.3 Abutment Pile Caps - Top 2 x 2 9.350 5.300 m2 198.22

Say , 200.00

2.11.4 Pier Pile Caps - Top

1 P10 & P11 (Railway Span) 2 x 2 7.800 7.800 m2 243.36

Say , 250.00

2 P14 & P15 (42.5m Span) 2 x 2 7.800 7.800 m2 243.36

Say , 250.00

3 P1, P2, P5, P8, P12, P16 and P19 (fixed Piers) 2 x 7 5.600 5.600 m2

125.44

Say , 130.00

4 P3, P4, P6, P7, P9. P13, P17, P18 & P20 (free Piers) 2 x 9 5.600 5.600 m2

125.44

Say , 130.00

2.11.5 Abutment Pile Caps - Sides 2 x 2 0.500 m2 57.80

Perimeter = 5.712 m

Perimeter = 28.9 m


R.O.B. AT HINGOLI

M.M.Phatak

P.P. Kundargi

September 2006

UnitDepth

Calculated by :

Checked by :

Date :

Breadth



Say , 60.00

2.11.6 Pier Pile Caps - Sides

1 P10 & P11 (Railway Span) 2 x 2 0.500 m2 60.00

Say , 60.00

2 P14 & P15 (42.5m Span) 2 x 2 0.500 m2 60.00

Say , 60.00

3 P1, P2, P5, P8, P12, P16 and P19 (fixed Piers) 2 x 7 0.500 m2

162.40

Say , 170.00

4 P3, P4, P6, P7, P9. P13, P17, P18 & P20 (free Piers) 2 x 7 0.500 m2

148.40

Say , 150.00

1800.00

Say , 1800.00

Total =

Perimeter = 30.0 m

Perimeter = 30.0 m

Perimeter = 23.2 m

Perimeter = 21.2 m


R.O.B. AT HINGOLI

M.M.Phatak

P.P. Kundargi

September 2006

UnitDepth

Calculated by :

Checked by :

Date :

Breadth



2.18

2.18 - i Abutment Pile Caps 2 x 2 9.350 5.300 1.500 m3 297.33

2.18 - ii Pier Pile Caps -


2 P14 & P15 (42.5m Span) 2 x 2 7.800 7.800 1.800 m3 438.05


658.56


846.72

2678.71

Say , 2680.00

M30 Grade concrete in R.C.C. Pile Cap

total of above =


R.O.B. AT HINGOLI

M.M.Phatak

P.P. Kundargi

September 2006

UnitDepth

Calculated by :

Checked by :

Date :

Breadth



2.22 6 mm thick M.S. Liner

For 1200 mm Dia. Piles for Pier P10 & P11 supporting 31.25m Railway Span upto founding level

2 x 8 x 2 10.100

Perimeter = ( 3.142 * 1.216 m 0.006 MT 58.16

Say , 60.00

3.01 H.T. Steel in PSC Girders

3.01.1 PSC I - Girders + Diaphragms 45 = 126090

3.02.2 PSC Box Girders + Diaphragms 45 = 20790

146880

Say , 147000

Conc. Quantity = 2802 m3

Conc. Quantity = 462 m3

Total =


R.O.B. AT HINGOLI

M.M.Phatak

P.P. Kundargi

September 2006

UnitDepth

Calculated by :

Checked by :

Date :

Breadth



3.02

To account for Web thickening, future prestressing blocks, etc.C.S. Area of Girder is increased by 20% for Quantity Calculations.

3.02.1 For 23.50 m Span

A PSC I Girders 2 x 3 x 6 23.400 m3 809.71

B End Diaphragms 2 x 2 x 6 0.500 m3 99.56

C Intermediate Diaphragms 2 x 1 x 6 0.300 m3 34.20

943.48

0.801 m2 x 1.20

8.297 m2

Subtotal =

9.500 m2

M40 Grade concrete in P.S.C. I - Girders & Diaph.


R.O.B. AT HINGOLI

M.M.Phatak

P.P. Kundargi

September 2006

UnitDepth

Calculated by :

Checked by :

Date :

Breadth



3.02.2 For 24.50 m Span




1630.14

3.02.3 For 31.25 m Span




228.43

2802.05

Say , 2802.00

3.03 Bearings -

A POT PTFE Bearings -

a) Vertical Capacity - 180 t 126 Nos. 126b) Vertical Capacity - 200 t 6 Nos. 6c) Vertical Capacity - 250 t 4 Nos. 4

Total =

Subtotal =

Subtotal =

0.875 m2 x 1.20

9.508 m2

9.500 m2

10.974 m2

0.801 m2 x 1.20

8.297 m2


R.O.B. AT HINGOLI

M.M.Phatak

P.P. Kundargi

September 2006

UnitDepth

Calculated by :

Checked by :

Date :

Breadth



B POT Bearings -

a) Vertical Capacity - 180 t 66 Nos. 66b) Vertical Capacity - 200 t 6 Nos. 6c) Vertical Capacity - 250 t 4 Nos. 4

3.04 M40 Grade concrete in R.C.C. Deck Slab over PSC I -Girders & in 15.0m Span Superstructure for Span P1-P2, P2-P3 & P3-P4

3.04.1 For 23.50 m Span 2 x 6 23.500 8.600 0.250 m3 1818.90

Say , 1819.00

3.04.2 For 24.50 m Span 2 x 10 24.500 8.600 0.250 m3 1053.50

Say , 1054.00

3.04.3 For 31.25 m Span 2 x 1 31.250 8.600 0.250 m3 134.38

Say , 135.00

3008.00

Say , 3010.00

3.04.4 Superstructure for 15.0m Typical Span P1-P2, P2-P3 & P3-P4 2 x 3 15.000 8.600 1.200 m3

928.800

Say , 930.00

3940.00

Subtotal =

Total =


Bearing Notation

Type of Bearing

Abutment / Pier No.

Side w.r.t. C.L. of Pier

Bearings per Carriageway

No. of Carriageways

Total No.of Bearings

Vertical Load Capacity "t"

FR - 200 POT PTFE A1 Hingoli 3 2 6 200.0FX - 200 POT P1 Hingoli 3 2 6 200.0E - 150 Elastomeric P1 Banda 5 2 10 150.0E - 150 Elastomeric P2 ----- 5 2 10 150.0E - 150 Elastomeric P3 ----- 5 2 10 150.0E - 150 Elastomeric P4 Hingoli 5 2 10 150.0

FR - 200 POT PTFE P4 Banda 3 2 6 200.0FX - 200 POT P5 Hingoli 3 2 6 200.0FX - 200 POT P5 Banda 3 2 6 200.0FR - 200 POT PTFE P6 Hingoli 3 2 6 200.0FR - 200 POT PTFE P6 Banda 3 2 6 200.0FR - 200 POT PTFE P7 Hingoli 3 2 6 200.0FR - 200 POT PTFE P7 Banda 3 2 6 200.0FX - 200 POT P8 Hingoli 3 2 6 200.0FX - 200 POT P8 Banda 3 2 6 200.0FR - 200 POT PTFE P9 Hingoli 3 2 6 200.0FR - 200 POT PTFE P9 Banda 3 2 6 200.0FR - 200 POT PTFE P10 Hingoli 3 2 6 200.0FR - 250 POT PTFE P10 Banda 3 2 6 250.0FX - 250 POT P11 Hingoli 3 2 6 250.0FR - 200 POT PTFE P11 Banda 3 2 6 200.0FX - 200 POT P12 Hingoli 3 2 6 200.0FX - 200 POT P12 Banda 3 2 6 200.0FR - 200 POT PTFE P13 Hingoli 3 2 6 200.0FR - 200 POT PTFE P13 Banda 3 2 6 200.0FR - 200 POT PTFE P14 Hingoli 3 2 6 200.0FR - 300 POT PTFE P14 Banda 2 2 4 300.0FX - 300 POT P15 Hingoli 2 2 4 300.0FR - 200 POT PTFE P15 Banda 3 2 6 200.0FX - 200 POT P16 Hingoli 3 2 6 200.0FX - 200 POT P16 Banda 3 2 6 200.0FR - 200 POT PTFE P17 Hingoli 3 2 6 200.0

LAYOUT OF DIFFERENT TYPES OF BEARINGS AND DESIGN VERTICAL LOAD

TAKE OFF_HINGOLI ROB_2/18/2007 3:02 PM

Bearing Notation

Type of Bearing

Abutment / Pier No.

Side w.r.t. C.L. of Pier

Bearings per Carriageway

No. of Carriageways

Total No.of Bearings

Vertical Load Capacity "t"

FR - 200 POT PTFE A1 Hingoli 3 2 6 200.0FX - 200 POT P1 Hingoli 3 2 6 200.0E - 150 Elastomeric P1 Banda 5 2 10 150.0E - 150 Elastomeric P2 ----- 5 2 10 150.0E - 150 Elastomeric P3 ----- 5 2 10 150.0E - 150 Elastomeric P4 Hingoli 5 2 10 150.0

FR - 200 POT PTFE P17 Banda 3 2 6 200.0FR - 200 POT PTFE P18 Hingoli 3 2 6 200.0FR - 200 POT PTFE P18 Banda 3 2 6 200.0FX - 200 POT P19 Hingoli 3 2 6 200.0FX - 200 POT P19 Banda 3 2 6 200.0FR - 200 POT PTFE P20 Hingoli 3 2 6 200.0FR - 200 POT PTFE P20 Banda 3 2 6 200.0FR - 200 POT PTFE A2 Hingoli 3 2 6 200.0

FR - 200 POT PTFE 63 2 126FX - 200 POT 33 2 66E - 150 Elastomeric 20 2 40

FR - 250 POT PTFE 3 2 6FX - 250 POT 3 2 6FR - 300 POT PTFE 2 2 4FX - 300 POT 2 2 4

Total = 252

A1 P1 P4 P7 P10

P11 P14 P15 P18 A2

LOCATION OF EXPANSION JOINTS

10 Nos . X = 172.0 m 17.20 m

QUANTITY OF BEARINGS

TAKE OFF_HINGOLI ROB_2/18/2007 3:02 PM

R.O.B. AT HINGOLI

M.M.Phatak

P.P. Kundargi

September 2006

UnitDepth

Calculated by :

Checked by :

Date :

Breadth



Say , 3940.00

3.05 M40 Grade concrete in PSC Box Girder for 42.50 m.Span P14-P15

To account for Web thickening, future prestressing blocks, etc.C.S. Area of Girder is increased by 20% for Quantity Calculations.

3.05.1 PSC Box Girder 2 x 1 42.500 m3 408.00

Say , 408.00

3.05.2 End Diaphragms 2 x 2 x 1 0.600 m3 30.32

Say , 31.00

3.05.3 Intermediate Diaphragms 2 x 3 x 1 0.300 m3 22.74

Say , 23.00

462.00Total =

4.800 m2 x 1.20

12.635 m2

12.635 m2


R.O.B. AT HINGOLI

M.M.Phatak

P.P. Kundargi

September 2006

UnitDepth

Calculated by :

Checked by :

Date :

Breadth



3.06

Rerring Concrete Quantities,

kg/m3

3.06.1 PSC I - Girders + Diaphragms 100 280200

Say , 280200

3.06.2 PSC Box Girder & Diaphragms 150 69300

Say , 69300

3.06.3 R.C.C. Deck Slab Superstructure 150 139500

Say , 139500

3.06.4 R.C.C. Deck Slab on PSC I Girders 120 361200

Say , 362000

851000

Say , 851000

930.000

3010.000

2802.000

HYSD Qty. in 'kg'Concrete Quantity

Total =

462.000

HYSD Reinforcement in Diff. Structural Members mentioned under -


R.O.B. AT HINGOLI

M.M.Phatak

P.P. Kundargi

September 2006

UnitDepth

Calculated by :

Checked by :

Date :

Breadth



4.01 RCC Anticrash barrier

For both sides of deck 2

= 764.75 Rm 1529.50

Say , 1530.00

4.02 100 mm HDPE pipe inside Crash Barrier Rm 1529.50

Say , 1530.00

4.03 R.C.C. Median Kerbs 2 0.300 0.600 504.750 m3181.71

Say , 185.00

4.04 HYSD Reinforcment

B R.C.C.Median Kerbs 50 kg/m3 9250

Say , 9500

185.000

504.75 + 120 + 140


R.O.B. AT HINGOLI

M.M.Phatak

P.P. Kundargi

September 2006

UnitDepth

Calculated by :

Checked by :

Date :

Breadth



4.06 Drainage Spouts -

For 3.0m c/c spacing, 2 Nos. 339

4.07 Longitudinal Runner Pipes -

Along Viaduct Length 2 505 Rm 1010

4.08 Downtake Pipes -

From Deck to Pier Cap Top 339 + 2.0 + 0.500 = 2.75 m Rm 930.88

Say , 940.00

4.11 Expansion Joint (Strip Seal)

For Movement above 50 mm 10 17.200 Rm 172.00

4.12 Primer coat using bituminous emulsion …. 2 504.750 7.50 m2

7571.250

Say , 7580.00

4.13 Tack Coat 2 504.750 7.50 m2 7571.25

Say , 7580.00

504.75 / 3.0 +1


R.O.B. AT HINGOLI

M.M.Phatak

P.P. Kundargi

September 2006

UnitDepth

Calculated by :

Checked by :

Date :

Breadth



4.14 Mastic Asphalt (12mm thick) 2 504.750 7.50 m2 7571.250

Say , 7580.00

4.15 D.B.M. (50mm thick) 2 764.750 7.50 0.05 m3 573.56

Say , 580.00

4.16 B.C. (25mm thick) 2 764.750 7.50 0.025 m3 286.78

Say , 290.00

4.20 100 Dia Weep Holes -

For 2.0m c/c spacing, 2 x 24 Nos. 48

4.21 M.S. Railing on Crash Barrier Rm 1529.50

Say , 1530.00

4.22 20 mm thick filler material between 2 Decks 504.750 Rm 504.750

Say , 505.00

4.26 Elastomeric Bearings

Vertical Capacity - 200 t 40 40.000 25.000 7.5 cm3 300000


R.O.B. AT HINGOLI

M.M.Phatak

P.P. Kundargi

September 2006

UnitDepth

Calculated by :

Checked by :

Date :

Breadth



5.01 Excavation for Bedding for R.E. Walls

On Hingoli side 2 120.000 0.900 0.600 m3129.60

Say , 130.00

On Banda Ghat side 2 120.000 0.600 0.300 m343.20

Say , 45.00

175.00Say , 180.00

5.02 R.C.C. Bedding Concrete in footing of R.E. Wall

On Hingoli side 2 120.000 0.600 1.800 m3259.20


561.60Say , 565.00

Total =

Total =


R.O.B. AT HINGOLI

M.M.Phatak

P.P. Kundargi

September 2006

UnitDepth

Calculated by :

Checked by :

Date :

Breadth



5.03 Reinforced Earth Wall(Facia Panel Area)

Including Reinf., C.S. Area. Considering Average Ht. of 0.50m to 5.00m above Ground Level = 2.75 + 1.5 = 4.25 m

On Hingoli side 2 120.000 4.250 m21020.00

Say , 1020.00

On Banda Ghat side 2 140.000 4.250 m21190.00

Say , 1190.00

2210.00Say , 2210.00

5.04 R.C.C. Concrete in friction Slab

On Hingoli side 2 120.000 2.500 0.300 m2180.00

Say , 180.00


Say , 210.00

390.00Say , 400.00

Total =

Total =


R.O.B. AT HINGOLI

M.M.Phatak

P.P. Kundargi

September 2006

UnitDepth

Calculated by :

Checked by :

Date :

Breadth



5.05 HYSD Reinforcment in friction Slab

On Hingoli side 100 kg/m3 18000

Say , 18000

On Banda Ghat side 100 kg/m3 21000

Say , 21000

3900040000

210.000

Say, =

Total =

180.000


nanded waghala city municipal … 15/cost estimates.pdfsummary of cost estimates - package 3b...

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