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BILL NO.6 : NEW BRIDGES/UNDERPASSES/GRADE SEPARATORS

Item No. Particulars of Items Unit Estimated Qty Rate Amount

6.01 Earthwork in excavation for structures in all types of

soil and marshy soil excluding rock, including all lifts

and leads as per drawings and TechnicalSpecifications Section 300.

cum 11278 72 812016

6.02 Earthwork in excavation for structures in ordinary

rock, including all lifts and leads as per drawings and

Technical Specifications Section 300.

cum 32412 240 7778880

6.03 Earthwork in excavation for structures in hard rock

including all lifts and leads as per drawings and

Technical Specifications Section 300 and Clause 'A7'

of Additional Technical Specifications.

With Controlled Blasting

cum 74 290 21460

6.04 Providing and laying in position selected imported

granular materials of approved quality below structure

including compaction in layers as per drawings andTechnical Specifications Clause 305 and section

1000.

Sand filling

cum 525 180 94500

6.05a Providing and laying in position Plain Cement

Concrete in levelling course below open foundations,

wing walls, curtain walls, toe walls and in inspection

ladders and annular filling around foundation in rock

as per drawings and Technical Specifications

Sections 1700, 2100 and 2700.

a) Grade M15

cum 3424 2030 6950720

6.05b Providing and laying in position Plain Cement

Concrete in levelling course below open foundations,

wing walls, curtain walls, toe walls and in inspection

ladders and annular filling around foundation in rock

as per drawings and Technical Specifications

Sections 1700, 2100 and 2700.

b) Grade M20

cum 4550 2030 9236500

6.06a Providing and laying in position cement concrete in

RCC open foundations excluding reinforcement as

per drawings and Technical Specifications Sections

1500, 1700 and 2100.

a) Grade M30

cum 7917 2820 22325940

6.06b Providing and laying in position cement concrete inRCC open foundations excluding reinforcement as

per drawings and Technical Specifications Sections

1500, 1700 and 2100.

b) Grade M35

cum 1590 2850 4531500

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6.07a Providing and laying in position Reinforced Cement

Concrete grade M 35 in bored cast in situ concrete

piles including boring for piling, cost of routine load

test but excluding cost of steel reinforcement as per

drawings and Technical Specifications Sections

1100, 1700 and IRC 78-2000.

For 1200 mm dia. piles in soil for all depthsa) In soil

Lm 1540 7700 11858000

6.07b Providing and laying in position Reinforced Cement

Concrete grade M 35 in bored cast in situ concrete




1100, 1700 and IRC 78-2000.

For 1200 mm dia. piles in soil for all depths.

b) In ordinary rock

Lm 220 9800 2156000

6.07c Providing and laying in position Reinforced CementConcrete grade M 35 in bored cast in situ concrete




1100, 1700 and IRC 78-2000.

For 1200 mm dia. piles in soil for all depths

c) In hard rock

Lm 50 14000 700000

6.08 Carrying out Initial Load Tests both vertical and

lateral, on test piles for bored cast in situ piles

including cost of installation, Reinforced Cement

Concrete of grade M 35, boring, arranging

kentledge/anchor piles and all testing equipments,accessories etc. excluding reinforcement as per


1100, 1700 and IRC: 78 -2000.

Static load test

Nr 8 1120000 8960000

6.09 Providing and laying in position cement concrete in

RCC pile caps excluding reinforcment as per


1100, 1500 and 1700.

Grade M 30

cum 3240 2870 9298800


RCC piers, pier caps, pedestals, cantilever/

counterfort abutments, abutment caps, dirt walls,splayed wing walls, retaining walls, box returns,

cantilever returns, screen walls, median walls,

inspection ladders, box cell structures for

underpasses etc. excluding reinforcment as per


1500, 1700, and 2200.

a) grade M 30

cum 10761 3070 33036270

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6.10b Providing and laying in position cement concrete in

RCC piers, pier caps, pedestals, cantilever/

counterfort abutments, abutment caps, dirt walls,

splayed wing walls, retaining walls, box returns,

cantilever returns, screen walls, median walls,

inspection ladders, box cell structures for

underpasses etc. excluding reinforcment as perdrawings and Technical Specifications Sections

1500, 1700, and 2200.

b) grade M35

cum 4350 3100 13485000


RCC superstructure excluding reinforcment as per


1500, 1700, 2300.

a) Grade M 20 for box

cum 2670 3360 8971200




1500, 1700, 2300.b) Grade M 30 in solid slab

cum 10788 3760 40562880

6.11c Providing and laying in position cement concrete in



1500, 1700, 2300.

c) Grade M 35 in solid slab

cum 90 3790 341100

6.12 Providing & fixing in position thermomechanically

treated (TMT) Fe 415 grade reinforcement bars in

foundations, substructures, superstructures etc. as

per drawings and Technical Specifications Section

1600 .

MT 5460 45600 2.49E+08


PSC superstructure as per drawings and TechnicalSpecifications Sections 1500, 1700, 2300 and

clause A-5.

a) Grade M 40 box girder

cum 602 3930 2365860


PSC superstructure as per drawings and Technical

Specifications Sections 1500, 1700, 2300 and

clause A-5.

b) Grade M 45 PSCT beam and slab

cum 4255 3840 16339200

6.13c Providing and laying in position cement concrete in

PSC superstructure as per drawings and TechnicalSpecifications Sections 1500, 1700, 2300 and

clause A-5.

c) Grade M 45 Precast girders in superstructure

cum 315 4010 1263150

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6.13d Providing and laying in position cement concrete in

PSC superstructure as per drawings and Technical

Specifications Sections 1500, 1700, 2300 and

clause A-5.

d) Grade M45 Solid Slab

cum 780 3590 2800200

6.14a) Supplying, providing and placing in position andprofiling high tensile steel (Class-II low relaxation)

strands conforming to IS: 6006 of specified ultimate

strength including cutting, threading, tying and

providing necessary anchorage, sheathing, stressing

grouting etc. including all materials, labour,

equipment, staging etc., as per drawings and

Technical Specifications Sections 1000 and 1800.

a) for 12T13 cables

MT 21 94000 1974000

6.14b) Supplying, providing and placing in position and

profiling high tensile steel (Class-II low relaxation)

strands conforming to IS: 6006 of specified ultimatestrength including cutting, threading, tying and

providing necessary anchorage, sheathing, stressing

grouting etc. including all materials, labour,

equipment, staging etc., as per drawings and


b) for 19T15 cables

MT 220 96000 21120000

6.15 Providing and laying cement concrete wearing coat in

M-30 grade as per drawing and Technical

Specifications Sections 1500, 1600, 1700, 2300 and

2700.

cum 1470 5380 7908600

6.16A) Providing and fixing in position bearings true to line

and level as per drawings and TechnicalSpecifications Section 2000, IRC : 83 (Part II) 1987,

IRC : 83 (Part III) 2002.

A) Tar paper bearings

sqm 643 21 13503

6.16B) Providing and fixing in position bearings true to line

and level as per drawings and Technical

Specifications Section 2000, IRC : 83 (Part II) 1987,


B) Elastomeric bearings

cucm 3223040 0.6 1933824

6.16Cia) Providing and fixing in position bearings true to line



IRC : 83 (Part III) 2002.C) POT cum PTFE bearings

(i) Fixed bearings

(a) 250 T capacity

Nr 1 25100 25100

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6.16Ciia) Providing and fixing in position bearings true to line




C) POT cum PTFE bearings

(ii) Free / Guilded bearings

(a) 250 T capacity free bearing

Nr 2 34500 69000

6.16Ciib) Providing and fixing in position bearings true to line




C) POT cum PTFE bearings

(ii) Free / Guilded bearings

(b) 250 T capacity guided bearing

Nr 3 34500 103500

6.17a) Providing and fixing in position Expansion Joints as


2600.

a) Filler type

Lm 2184 2020 4411680

6.17bi) Providing and fixing in position Expansion Joints asper drawings and Technical Specifications Section

2600.

b) Strip seal type capable of taking

50 mm movement

Lm 41 8040 329640

6.17bii) Providing and fixing in position Expansion Joints as


2600.

b) Strip seal type capable of taking

70 mm movement

Lm 450 8200 3690000

6.18 Providing and fixing in position drainage spouts as

per drawings and Technical Specifications Clause

2705.

Nr 546 1680 917280

6.19 Providing and fixing in position 100 mm dia HDPEdowntake and runner pipes including clamps joining

with drainage spout pipe, providing couplers, bends

etc. in ROBs, Grade separators and underpasses as

per drawings.

Lm 178 280 49840

6.2 Providing and fixing in position MS pipe railing

including vertical posts, providing three or more coats

of epoxy paint of approved colour, make and quality

over a coat of epoxy primer as per drawings and


For railing on bridge decks and walkways on pier

caps

Lm 6677 1810 12085370

6.21 Providing and laying in position Reinforced Cement

Concrete grade M 30 in approach slabs including

reinforcement and bituminous joint filler with joint

sealing compound between approach slabs and dirt

walls / concrete pavements as per drawings and

Technical Specifications Sections 1500, 1700 and

2700.

cum 1719 5070 8715330

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6.22 Providing and laying in position Reinforced Cement

Concrete crash barrier excluding cost of

reinforcement but including providing bituminous fiber

board and Polysulphide joint filler at expansion

joints/gap locations as per drawings and Technical

Specifications Sections 1500, 1700 and 2700.

(a) Grade M 40

cum 2111 3790 8000690

6.23a Providing and laying in position Reinforced Cement

Concrete in kerbs/railing/median kerbs over bridges,

grade separators, ROBs and their approaches

excluding cost of reinforcement steel, as per

drawings and Technical Specifications Sections 1700

and 2300.

a) grade M30

cum 874 3820 3338680

6.23b Providing and laying in position Reinforced Cement

Concrete in kerbs/railing/median kerbs over bridges,

grade separators, ROBs and their approaches

excluding cost of reinforcement steel, as perdrawings and Technical Specifications Sections 1700

and 2300.

b) grade M35

cum 167 3850 642950

6.24 Providing weep holes in abutments, splayed wing

wall, median wall,retaining wall or any other earth

retaining structure as per drawings and Technical

Specifications Clause 2706.

Nr 9696 100 969600

6.25 Painting of structure number span arrangement and

flow directions as per drawings and Technical

Specifications Section 800.

Nr 156 330 51480

6.26 Providing and laying back filling behind abutments,

splayed wing walls, return wall or any other area with

selected imported granular materials of approvedquality as per drawings and Technical Specifications

Clause 305 and Appendix-6, IRC:78-2000 having

following minimum properties :

(a) c+0, (b) > = 30o, (c ) g = 1.8t/m3

cum 31614 180 5690520

6.27 Providing and laying filter media behind abutment,

splayed wing wall, median wall, retaining wall and

return wall as per drawings and Technical


cum 5588 470 2626360

6.28 Providing and laying stone apron as per drawing and

Technical Specifications Clause 2500

cum 500 280 140000

6.29 Providing and laying in position hand packed boulderpitching on slopes of embankment, in front of

abutments as per drawings and Technical


cum 1767 280 494760

6.30 Providing and laying filter material underneath stone

pitching in slope as per drawing and Technical


cum 729 470 342630

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6.31a) Carrying out sub soil investigation/confirmatory

boreholes at specified foundations locations before

commencement of construction, except in case of

well foundations where confirmatory boring shall be

carried out before bottom plugging for confirmation of

strata at base of well foundation as per drawings and

Technical Specifications section 2400.a) In soil

Lm 174 1110 193140

6.31b) Carrying out sub soil investigation/confirmatory

boreholes at specified foundations locations before





Technical Specifications section 2400.

b) In soft rock

Lm 51 1950 99450

6.31c) Carrying out sub soil investigation/confirmatoryboreholes at specified foundations locations before





Technical Specifications section 2400.

c) In hard rock

Lm 34 2210 75140

6.32 Providing and painting of flood gauge onsub-structure

in full height and 500mm width as per direction of

Engineer

Lm 31 230 7130

6.33 Providing flat stone flooring as per drawing and

Technical Specifications section 2500

cum 48 890 42720

TOTAL OF BILL NO.6 5.39E+08

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Item

No.

Length Width Depth Quantity Unit

6.01)

MCW - A1 - LHS 1 X 1 12.067 7.300 2.349 206.921 Cum OGL=293.249m PCC Bed=290.900m D

MCW - A1 - RHS 1 X 1 12.067 7.300 2.349 206.921 Cum OGL=293.249m PCC Bed=290.900m D

MCW - A2 - LHS 1 X 1 12.067 7.300 1.920 169.131 Cum OGL=292.820m PCC Bed=290.900m D

MCW - A2 - RHS 1 X 1 12.067 7.300 1.920 169.131 Cum OGL=292.820m PCC Bed=290.900m D

Retaining Wall

MCW - A1 - Median Wall 1 X 1 3.500 6.004 21.014 Cum

MCW - A1 - Median Wall 1 X 1 3.500

MCW - A1 - Median Wall 1 X 1 3.500 0.000

MCW - A1 - Median Wall 1 X 1 3.500 0.000

MCW - P1 - LHS 1 X 1 13.013 5.020 1.920 125.424 Cum OGL=292.8200m PCC Bed=290.900m D

MCW - P1 - RHS 1 X 1 13.013 5.020 1.920 125.424 Cum OGL=292.820m PCC Bed=290.900m D

Total Quantity for BOQ Item No. 6.01) 1023.966 Cum

Earthwork in excavation for structures in all types of soil and marshy soil excluding rock, including all lifts and leads as per drawin


Abutment Wall Raft

Pier Wall Raft

Construction of 4-Lane Bypass on NH-76 at Kota on East-West Corridor in the State of Rajasthan

Contract Package: EW-II(RJ-4) dated 08/02/2006

No.

Measurement Details of Bridge at Chainage 02+470.00 Refer Drawing No.

Description Remark

for ITD CEMINDIA (JV)

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Item

No.




No.


Description Remark

6.02 Earthwork in excavation for structures in ordinary rock, including all lifts and leads as per drawings and Technical Specifications Section 300.


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Item

No.




No.


Description Remark

6.03 Earthwork in excavation for structures in hard rock including all lifts and leads as per drawings and Technical Specifications Section 300 and

of Additional Technical Specifications.

With Controlled Blasting


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Item

No.




No.


Description Remark

6.04 Providing and laying in position selected imported granular materials of approved quality below structure including compaction in layers as p

and Technical Specifications Clause 305 and section 1000.

Sand filling


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Item

No.




No.


Description Remark

6.05a)

MCW - A1 - LHS 1 X 1 12.067 7.300 0.100 8.809 Cum

MCW - A1 - RHS 1 X 1 12.067 7.300 0.100 8.809 Cum

MCW - A2 - LHS 1 X 1 12.067 7.300 0.100 8.809 Cum

MCW - A2 - RHS 1 X 1 12.067 7.300 0.100 8.809 Cum

MCW - P1 - LHS 1 X 1 13.013 5.020 0.100 6.533 Cum

MCW - P1 - RHS 1 X 1 13.013 5.020 0.100 6.533 Cum

Retaining Wall

MCW - A1 - Median Wall 1 X 1 3.300 6.004 0.100 1.981 Cum

MCW - A2 - Median Wall 1 X 1 3.300 6.004 0.100 1.981 Cum

Approach SlabMCW - A1 - LHS 1 X 1 6.186 9.650 0.100 5.969 Cum

MCW - A1 - RHS 1 X 1 6.186 9.650 0.100 5.969 Cum

MCW - A2 - LHS 1 X 1 6.186 9.650 0.100 5.969 Cum

MCW - A2 - RHS 1 X 1 6.186 9.650 0.100 5.969 Cum

A1 1 X 1 9.750 4.619 0.900 40.532 Cum

A1 1 X 1 9.750 2.307 0.900 20.244 Cum

P1 1 X 0.5 11.070 2.309 0.900 11.502 Cum

A1 1 X 0.5 10.250 2.309 0.900 10.650 Cum

A1 1 X 0.5 4.619 9.750 0.900 20.266 Cum

A2 1 X 0.5 11.835 2.000 0.900 10.652 Cum

Abutment Wall Raft

Pier Wall Raft

Providing and laying in position Plain Cement Concrete in levelling course below open foundations, wing walls, curtain walls, toe walls a

ladders and annular filling around foundation in rock as per drawings and Technical Specifications Sections 1700, 2100 and 2700.

a) Grade M15

Annular Filling


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Item

No.




No.


Description Remark

A2 1 X 0.5 10.250 2.309 0.900 10.650 Cum

A2 1 X 0.5 9.750 4.619 0.900 20.266 Cum

Total Quantity for BOQ Item No. 6.05a) 220.902 Cum


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Item

No.




No.


Description Remark

6.06a)

Abutment Wall RaftMCW - A1 - LHS 1 X 1 11.836 7.100 0.300 25.211 Cum Raft Width = = 7.

MCW - A1 - LHS 1 X 1 11.836 4.100 0.900 43.675 Cum Average Width = ( 7.1 + 1.1) /2 = 4.

MCW - A1 - RHS 1 X 1 11.836 7.100 0.300 25.211 Cum Raft Width = = 7.

MCW - A1 - RHS 1 X 1 11.836 4.100 0.900 43.675 Cum Average Width = ( 7.1 + 1.1) /2 = 4.

MCW - A2 - LHS 1 X 1 11.836 7.100 0.300 25.211 Cum Raft Width = = 7.

MCW - A2 - LHS 1 X 1 11.836 4.100 0.900 43.675 Cum Average Width = ( 7.1 + 1.1) /2 = 4.

MCW - A2 - RHS 1 X 1 11.836 7.100 0.300 25.211 Cum Raft Width = = 7.

MCW - A2 - RHS 1 X 1 11.836 4.100 0.900 43.675 Cum Average Width = ( 7.1 + 1.1) /2 = 4.

Pier Wall Raft

MCW - P1 - LHS 1 X 1 12.783 4.820 0.300 18.484 Cum Raft Width = = 4.

MCW - P1 - LHS 1 X 1 12.783 2.820 0.900 32.443 Cum Average Width = ( 4.82 + 0.82) /2 = 2.MCW - P1 - RHS 1 X 1 12.783 4.820 0.300 18.484 Cum Raft Width = = 4.

MCW - P1 - RHS 1 X 1 12.783 2.820 0.900 32.443 Cum Average Width = ( 4.82 + 0.82) /2 = 2.

Median Wall Raft

MCW - A1 - BHS 1 X 1 3.460 6.004 0.300 6.232 Cum

MCW - A1 - BHS 1 X 1 3.460 3.406 0.400 4.714 Cum

MCW - A2 - BHS 1 X 1 3.460 6.004 0.300 6.232 Cum

MCW - A2 - BHS 1 X 1 3.460 3.406 0.400 4.714 Cum


Providing and laying in position cement concrete in RCC open foundations excluding reinforcement as per drawings and Technic

Sections 1500, 1700 and 2100.

a) Grade M30


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Item

No.




No.


Description Remark

6.10a)

Abutment wall up to bottom of Cap level

MCW - A1 - LHS 1 X 1 11.836 0.910 4.478 48.231 Cum Average Width = ( 1.1 + 0.72) /2 = 0

MCW - A1 - RHS 1 X 1 11.836 0.910 4.478 48.231 Cum Average Width = ( 1.1 + 0.72) /2 = 0



Abutment Cap

MCW - A1 - LHS 1 X 1 11.836 0.720 0.300 2.557 Cum

MCW - A1 - RHS 1 X 1 11.836 0.720 0.300 2.557 Cum

MCW - A2 - LHS 1 X 1 11.836 0.720 0.300 2.557 Cum

MCW - A2 - RHS 1 X 1 11.836 0.720 0.300 2.557 Cum

Return Wall





Return Wall Cantilever part

MCW - A1 - LHS 0.5 X 1 2.309 0.600 1.539 1.066 Cum Average Width = ( 0.6 + 0.6) /2 = 0

MCW - A1 - RHS 0.5 X 1 2.309 0.600 1.539 1.066 Cum Average Width = ( 0.6 + 0.6) /2 = 0

MCW - A2 - LHS 0.5 X 1 2.309 0.600 1.539 1.066 Cum Average Width = ( 0.6 + 0.6) /2 = 0

MCW - A2 - RHS 0.5 X 1 2.309 0.600 1.539 1.066 Cum Average Width = ( 0.6 + 0.6) /2 = 0

Return Wall Top


Providing and laying in position cement concrete in RCC piers, pier caps, pedestals, cantilever/ counterfort abutments, abutment caps,

wing walls, retaining walls, box returns, cantilever returns, screen walls, median walls, inspection ladders, box cell structures for

excluding reinforcment as per drawings and Technical Specifications Sections 1500, 1700, and 2200.

a) grade M 30


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Item

No.




No.


Description Remark

MCW - A1 - RHS 1 X 1 6.928 0.600 0.300 1.247 Cum Average Width = ( 0.6 + 0.6) /2 = 0.6

MCW - A2 - LHS 1 X 1 6.928 0.600 0.300 1.247 Cum Average Width = ( 0.6 + 0.6) /2 = 0.6

MCW - A2 - RHS 1 X 1 6.928 0.600 0.300 1.247 Cum Average Width = ( 0.6 + 0.6) /2 = 0.6Return Wall Haunch

MCW - A1 - LHS 1 X 1 7.862 Cum

MCW - A1 - RHS 1 X 1 7.862 Cum

MCW - A2 - LHS 1 X 1 7.862 Cum

MCW - A2 - RHS 1 X 1 7.862 Cum

Pier Wall (Straight part) up to Cap level

MCW - P1 - LHS 1 X 1 11.963 0.820 4.778 46.871 Cum Average Width = ( 0.82 + 0.82) /2 = 0.8

MCW - P1 - RHS 1 X 1 11.963 0.820 4.778 46.871 Cum Average Width = ( 0.82 + 0.82) /2 = 0.8

Pier Wall (Round edge) up to Cap level

MCW - P1 - LHS 2 X 0.5 0.528 Area 4.778 2.522 Cum Wall width=0.820

MCW - P1 - RHS 2 X 0.5 0.820 Area 4.778 3.918 Cum Wall width=0.820

Dirt Wall

MCW - A1 - LHS 1 X 1 11.836 0.300 0.968 3.437 Cum

MCW - A1 - RHS 1 X 1 11.836 0.300 0.968 3.437 Cum

MCW - A2 - LHS 1 X 1 11.836 0.300 0.968 3.437 Cum

MCW - A2 - RHS 1 X 1 11.836 0.300 0.968 3.437 Cum

Dirt Wall (Bracket)

MCW - A1 - LHS 1 X 1 11.836 0.200 0.240 0.568 Cum

MCW - A1 - RHS 1 X 1 11.836 0.200 0.240 0.568 Cum

MCW - A2 - LHS 1 X 1 11.836 0.200 0.240 0.568 Cum

MCW - A2 - RHS 1 X 1 11.836 0.200 0.240 0.568 Cum

Median Wall Raft


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Item

No.




No.


Description Remark

MCW - A1 - BHS 1 X 1 3.460 0.562 6.438 12.508 Cum

MCW - A1 - BHS 1 X 1 3.460 0.562 1.100 2.137 Cum

MCW - A2 - BHS 1 X 1 3.460 0.562 6.438 12.508 Cum

MCW - A2 - BHS 1 X 1 3.460 0.562 1.100 2.137 Cum



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Item

No.




No.


Description Remark

6.11b

Deck Slab

MCW - A1-P1 - LHS 1 X 1 12.009 10.250 0.850 104.628 Cum Bridge Span=10.400 Skewness=30.00 E

Edge Thickning (Both Support) 1 X 2 10.250 0.400 0.153 1.251 Cum

MCW - A1-P1 - RHS 1 X 1 12.009 10.250 0.850 104.628 Cum Bridge Span=10.400 Skewness=30.00 E


MCW - P1-A2 - LHS 1 X 1 12.009 10.250 0.850 104.628 Cum Bridge Span=10.400 Skewness=30.00 E


MCW - P1-A2 - RHS 1 X 1 12.009 10.250 0.850 104.628 Cum Bridge Span=10.400 Skewness=30.00 E


Total Quantity for BOQ Item No. 6.11b 423.516 Cum

Providing and laying in position cement concrete in RCC superstructure excluding reinforcment as per drawings and Technical Specificati

1500, 1700, 2300.

b) Grade M 30 in solid slab


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Item

No.




No.


Description Remark

6.15

Wearing Coat Over Deck Slab

MCW - A1-P1 - LHS 1 X 1 12.009 8.500 0.065 6.635 Cum Bridge Span=10.400 Skewness=30.00 E

MCW - A1-P1 - RHS 1 X 1 12.009 8.500 0.065 6.635 Cum

MCW - P1-A2 - LHS 1 X 1 12.009 8.500 0.065 6.635 Cum

MCW - P1-A2 - RHS 1 X 1 12.009 8.500 0.065 6.635 Cum

Wearing Coat Over Approach Slab

MCW - A1 - LHS 1 X 1 = 6.285 8.500 0.065 3.472 Cum Average Length = ( 3.5 + 9.07) /2 = 6.2

MCW - A1 - RHS 1 X 1 6.285 8.500 0.065 3.472 Cum Average Length = ( 3.5 + 9.07) /2 = 6.2

MCW - A2 - LHS 1 X 1 6.285 8.500 0.065 3.472 Cum Average Length = ( 3.5 + 9.07) /2 = 6.2

MCW - A2 - RHS 1 X 1 6.285 8.500 0.065 3.472 Cum Average Length = ( 3.5 + 9.07) /2 = 6.2

Wearing Coat Over Dirt Wall

MCW - A1 - LHS 1 X 1 0.300 8.500 0.065 0.166 Cum

MCW - A1 - RHS 1 X 1 0.300 8.500 0.065 0.166 Cum

MCW - A2 - LHS 1 X 1 0.300 8.500 0.065 0.166 Cum

MCW - A2 - RHS 1 X 1 0.300 8.500 0.065 0.166 Cum

Total Quantity for BOQ Item No. 6.15 41.092 Cum

Providing and laying cement concrete wearing coat in M-30 grade as per drawing and Technical Specifications Sections 1500, 1600, 1700, 2


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Item

No.




No.


Description Remark

6.16A)

MCW - A1-P1 - LHS 1 X 2 11.836 0.400 9.469 SqmMCW - A1-P1 - RHS 1 X 2 11.836 0.400 9.469 Sqm

MCW - P1-A2 - LHS 1 X 2 11.836 0.400 9.469 Sqm

MCW - P1-A2 - RHS 1 X 2 11.836 0.400 9.469 Sqm

Total Quantity for BOQ Item No. 6.16A) 37.876 Cum

6.17A)

MCW - A1 - BHS Raft 2 X 1 6.004 12.008 Lm

MCW - A2 - BHS Raft 2 X 1 6.004 12.008 Lm

MCW - A1 - BHS Wall 1st 2 X 1 1.500 3.000 Lm

MCW - A1 - BHS Wall 2nd 2 X 1 1.400 2.800 Lm

MCW - A2 - BHS Wall 1st 2 X 1 1.500 3.000 Lm

MCW - A1 - BHS Wall 3rd 2 X 1 1.350 2.700 Lm

MCW - A1 - BHS Wall 4th 2 X 1 1.150 2.300 Lm

MCW - A2 - BHS Wall 2nd 2 X 1 0.850 1.700 Lm

MCW - A2 - BHS Wall 3rd 2 X 1 1.150 2.300 Lm

MCW - A1-P1 - LH Slab 2 X 1 11.835 23.670 Lm

MCW - A2 - LHS Wall 4th 2 X 1 1.150 2.300 Lm

MCW - P1-A2 - LH Slab 2 X 1 11.835 23.670 Lm

MCW - A1-P1 - RH Slab 2 X 1 11.835 23.670 Lm

MCW - P1-A2 - RH Slab 1 X 1 11.835 11.835 Lm

MCW - A1 - BHS Wall Final 2 X 1 0.778 1.556 Lm

MCW - A2 - BHS Wall 5th 2 X 1 1.200 2.400 Lm

Providing and fixing in position bearings true to line and level as per drawings and Technical Specifications Section 2000, IRC : 83 (Part II)

(Part III) 2002.

A) Tar paper bearings

Providing and fixing in position Expansion Joints as per drawings and Technical Specifications Section 2600.

a) Filler type


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Item

No.




No.


Description Remark

MCW - A2 - LHS 1 X 1 1.250 1.250 Lm

MCW - A2 - LHS Wall Final 1 X 1 11.835 11.835 Lm

MCW - P1-A2 - RH 1 X 1 1.250 1.250 Lm

MCW - A2 - RHS Wall Final 1 X 1 11.835 11.835 Lm

MCW - A2 - BHS Wall Final 2 X 1 0.628 1.256 Lm

MCW - A2 - LHS 1 X 1 0.750 0.750 Lm

MCW - A1 - RHS 1 X 1 0.750 0.750 Lm

Total Quantity for BOQ Item No. 6.17A) 159.843 Cum


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Item

No.




No.


Description Remark

6.18

MCW - A1-P1 - LHS 1 X 2 2.000 Nos

MCW - A1-P1 - RHS 1 X 2 2.000 NosMCW - P1-A2 - LHS 1 X 2 2.000 Nos

MCW - P1-A2 - RHS 1 X 2 2.000 Nos

Total Quantity for BOQ Item No. 6.18 8.000 Nos

Providing and fixing in position drainage spouts as per drawings and Technical Specifications Clause 2705.


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Item

No.




No.


Description Remark

6.21

MCW - A1 - LHS 1 X 1 6.286 9.650 0.300 18.197 Cum

MCW - A1 - RHS 1 X 1 6.286 9.650 0.300 18.197 Cum

MCW - A2 - LHS 1 X 1 6.286 9.650 0.300 18.197 Cum

MCW - A2 - RHS 1 X 1 6.286 9.650 0.300 18.197 Cum

Total Quantity for BOQ Item No. 6.21 80.788 Nos

Providing and laying in position Reinforced Cement Concrete grade M 30 in approach slabs including reinforcement and bituminous joint

sealing compound between approach slabs and dirt walls / concrete pavements as per drawings and Technical Specifications Sections 15

2700.


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Item

No.




No.


Description Remark

6.22

Crash Barrier on Median SideTypical Cross Section Area of Crash Barrier

1 X 1 0.450 0.165 0.074 Sqm

1 X 1 0.363 0.250 0.091 Sqm Average of (0.450+0.275)=0.363

1 X 1 0.228 0.500 0.114 Sqm Average of (0.275+0.180)=0.228

1 X 1 0.180 0.175 0.032 Sqm

1 X 1 0.155 0.025 0.004 Sqm Average of (0.180+0.130)=0.228

Total Area 0.314 Sqm

MCW - A1-P1 - LHS 1 X 1 12.009 0.314 Area 3.771 Cum Effective Length 12.009

MCW - A1-P1 - RHS 1 X 1 12.009 0.314 Area 3.771 Cum Effective Length 12.009

MCW - P1-A2 - LHS 1 X 1 12.009 0.314 Area 3.771 Cum Effective Length 12.009

MCW - P1-A2 - RHS 1 X 1 12.009 0.314 Area 3.771 Cum Effective Length 12.009Crash Barrier on Shoulder Side

Typical Cross Section Area of Crash Barrier

1 X 1 0.450 0.100 0.045 Sqm

1 X 1 0.363 0.250 0.091 Sqm Average of (0.450+0.275)=0.363

1 X 1 0.228 0.500 0.114 Sqm Average of (0.275+0.180)=0.228

1 X 1 0.180 0.175 0.032 Sqm

1 X 1 0.155 0.025 0.004 Sqm Average of (0.180+0.130)=0.228





Providing and laying in position Reinforced Cement Concrete Crash barrier excluding cost of reinforcement but including providing bitum

and Polysulphide joint filler at expansion joints/gap locations as per drawings and Technical Specifications Sections 1500, 1700 and 2700

(a) Grade M 40


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Item

No.




No.


Description Remark

MCW - P1-A2 - RHS 1 X 1 12.009 0.285 Area 3.420 Cum Effective Length 12.009



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Item

No.




No.


Description Remark

6.23a

Typical Cross Section Area of Footpath1 X 1 0.500 0.353 0.176 Sqm Average of (0.360+0.345)=0.353

1 X 1 0.750 0.323 0.242 Sqm Average of (0.345+0.300)=0.323





MCW - P1-A2 - RHS 1 X 1 12.009 0.418 Area 5.021 Cum Effective Length 12.009

Total Quantity for BOQ Item No. 6.23a 20.084 Cum

Providing and laying in position Reinforced Cement Concrete in kerbs/railing/median kerbs over bridges, grade separators, ROBs and the

excluding cost of reinforcement steel, as per drawings and Technical Specifications Sections 1700 and 2300.

a) grade M30


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Item

No.




No.


Description Remark

6.24 Providing weep holes in abutments, splayed wing wall, median wall,retaining wall or any other earth retaining structure as per drawings and Tec

Specifications Clause 2706.


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Item

No.




No.


Description Remark

6.25 Painting of structure number span arrangement and flow directions as per drawings and Technical Specifications Section 800.


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Item

No.




No.


Description Remark

6.27

MCW - A1 - LHS 1 X 1 11.143 0.600 4.176 27.920 Cum

MCW - A1 - RHS 1 X 1 11.143 0.600 4.166 27.853 Cum

MCW - A2 - LHS 1 X 1 11.143 0.600 4.566 30.527 Cum

MCW - A2 - RHS 1 X 1 11.143 0.600 4.556 30.461 Cum


Providing and laying filter media behind abutment, splayed wing wall, median wall, retaining wall and return wall as per drawings and Techn



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Item

No.




No.


Description Remark

6.28 Providing and laying stone apron as per drawing and Technical Specifications Clause 2500


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Item

No.




No.


Description Remark

6.29 Providing and laying in position hand packed boulder pitching on slopes of embankment, in front of abutments as per drawings and Technical



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Item

No.




No.


Description Remark

6.30 Providing and laying filter material underneath stone pitching in slope as per drawing and Technical Specifications Section 2500.


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1

2 A1 A1 A2 A2 A1 A23 MCW MCW MCW MCW MCW MCW

4 LHS RHS LHS RHS

5 30 30 30 30 30 30

6 2% 2% 2% 2% 0% 0%

7 298.138 298.138 298.138 298.138 298.138 298.1388 293.249 293.249 292.82 292.82 293.249 292.82

9 291.000 291.000 291.000 291.000 291.000 291.000

10 0.100 0.100 0.100 0.100 0.100 0.100

11 0.100 0.100 0.100 0.100 0.100 0.100

12 0.065 0.065 0.065 0.065 0.065 0.065

13 298.073 298.073 298.073 298.073 298.073 298.073

14 0.850 0.850 0.850 0.850

15 Wall Top Level 296.978 296.978 296.978 296.978

16 Cap Depth 0.300 0.300 0.300 0.300

17 No No No No

18 10.250 10.250 10.250 10.250 5.200 3.500

19 11.836 11.836 11.836 11.836 6.004 4.04120 Return Wall Length 4.000 4.000 4.000 4.000

21 Cantilever Return Wall Length 2.000 2.000 2.000 2.000

22 Slab Span 10.400 10.400 10.400 10.400

23 Slab Width 10.250 10.250 10.250 10.250

24 1 Exc Length 12.067 12.067 12.067 12.067 3.500 3.500

25 2 Exc Width 7.300 7.300 7.300 7.300 6.004 6.004

26 3 Exc Depth 293.249 293.249 292.820 292.820

27 4 Exc Depth 2 290.900 290.900 290.900 290.900

28 5 Exc Depth1 2.349 2.349 1.920 1.920

29 6 PCC Length 12.067 12.067 12.067 12.067

30 7 PCC Width 7.300 7.300 7.300 7.300

31 8 PCC Depth 0.100 0.100 0.100 0.100 0.100 0.100

32 9 Raft Length 11.836 11.836 11.836 11.83633 10 Raft Width 7.100 7.100 7.1 7.1

34 11 Raft Width 2 1.100 1.100 1.1 1.1

35 12 Raft Depth 0.300 0.300 0.300 0.300

36 13 Raft Depth 2 0.900 0.900 0.900 0.900

37 14 Wall Length 11.836 11.836 11.836 11.836

38 15 Wall Width 1.100 1.100 1.100 1.100

39 16 Wall Width 2 0.720 0.720 0.720 0.720

40 17 Wall Depth 4.478 4.478 4.478 4.478 6.438 6.438

41 18 Cap Length 11.836 11.836 11.836 11.836

42 19 Cap Width 0.720 0.720 0.720 0.720

43 20 Cap Depth 0.300 0.300 0.300 0.300

44 21 Return wall BottoLength 4.619 4.619 4.619 4.61945 22 Return wall BottoWidth 0.600 0.600 0.600 0.600

46 23 Return wall BottoDepth 6.323 6.323 6.323 6.323

47 24 Cant Return wall Length 2.309 2.309 2.309 2.309

48 25 Cant Return wall Width 0.600 0.600 0.600 0.600

49 26 Cant Return wall Depth 1.539 1.539 1.539 1.539

50 27 Return wall Top Length 6.928 6.928 6.928 6.928

51 28 Return wall Top Width 0.600 0.600 0.600 0.600

52 29 Return wall Top Depth 0.300 0.300 0.300 0.300

Effective Length

Length

Round edge of wall

Depth of Slab

Deck slab Top Level

PCC Thickness

Wearing Coat Thickness

FRL

Abutment A1

PCC Projection

Bridge Skewness

PCC Top level

OGL

Abutment A2 Retaining Wall

Camber

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53 30 Dirt Wall Length 11.836 11.836 11.836 11.836

54 31 Dirt Wall Width 0.300 0.300 0.300 0.300

55 32 Dirt Wall Depth 0.968 0.968 0.968 0.968

56 33 Approach Slab Length 6.286 6.286 6.286 6.286

57 34 Approach Slab Width 9.650 9.650 9.650 9.650

58 35 Approach Slab Depth 0.300 0.300 0.300 0.300

59 36 Back Filling Length 11.143 11.143 11.143 11.14360 37 Back Filling Width 1.948 1.943 2.129 2.124

61 38 Back Filling Width 2 0.000 0.000 0.000 0.000

62 39 Back Filling Depth 4.176 4.166 4.566 4.556

63

64

65

66

67

68

69 1 A1MCWL A1MCWR A2MCWL A2MCWRHSExcLength

70 2 A1MCWL A1MCWR A2MCWL A2MCWRHSExcWidth

71 3 A1MCWL A1MCWR A2MCWL A2MCWRHSExcDepth72 4 A1MCWL A1MCWR A2MCWL A2MCWRHSExcDepth 2

73 5 A1MCWL A1MCWR A2MCWL A2MCWRHSExcDepth1

74 6 A1MCWL A1MCWR A2MCWL A2MCWRHSPCCLength

75 7 A1MCWL A1MCWR A2MCWL A2MCWRHSPCCWidth

76 8 A1MCWL A1MCWR A2MCWL A2MCWRHSPCCDepth

77 9 A1MCWL A1MCWR A2MCWL A2MCWRHSRaftLength

78 10 A1MCWL A1MCWR A2MCWL A2MCWRHSRaftWidth

79 11 A1MCWL A1MCWR A2MCWL A2MCWRHSRaftWidth 2

80 12 A1MCWL A1MCWR A2MCWL A2MCWRHSRaftDepth

81 13 A1MCWL A1MCWR A2MCWL A2MCWRHSRaftDepth 2

82 14 A1MCWL A1MCWR A2MCWL A2MCWRHSWallLength

83 15 A1MCWL A1MCWR A2MCWL A2MCWRHSWallWidth

84 16 A1MCWL A1MCWR A2MCWL A2MCWRHSWallWidth 285 17 A1MCWL A1MCWR A2MCWL A2MCWRHSWallDepth

86 18 A1MCWL A1MCWR A2MCWL A2MCWRHSCapLength

87 19 A1MCWL A1MCWR A2MCWL A2MCWRHSCapWidth

88 20 A1MCWL A1MCWR A2MCWL A2MCWRHSCapDepth

89 21 A1MCWL A1MCWR A2MCWL A2MCWRHSReturn wall Botto



92 24 A1MCWL A1MCWR A2MCWL A2MCWRHSCant Return wallL

93 25 A1MCWL A1MCWR A2MCWL A2MCWRHSCant Return wall

94 26 A1MCWL A1MCWR A2MCWL A2MCWRHSCant Return wallD

95 27 A1MCWL A1MCWR A2MCWL A2MCWRHSReturn wall TopLe

96 28 A1MCWL A1MCWR A2MCWL A2MCWRHSReturn wall TopW97 29 A1MCWL A1MCWR A2MCWL A2MCWRHSReturn wall TopD

98 30 A1MCWL A1MCWR A2MCWL A2MCWRHSDirt WallLength

99 31 A1MCWL A1MCWR A2MCWL A2MCWRHSDirt WallWidth

100 32 A1MCWL A1MCWR A2MCWL A2MCWRHSDirt WallDepth

101 33 A1MCWL A1MCWR A2MCWL A2MCWRHSApproach SlabLe

102 34 A1MCWL A1MCWR A2MCWL A2MCWRHSApproach SlabWi

103 35 A1MCWL A1MCWR A2MCWL A2MCWRHSApproach SlabDe

104 36 A1MCWL A1MCWR A2MCWL A2MCWRHSBack FillingLength

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105 37 A1MCWL A1MCWR A2MCWL A2MCWRHSBack FillingWidth

106 38 A1MCWL A1MCWR A2MCWL A2MCWRHSBack FillingWidth

107 39 A1MCWL A1MCWR A2MCWL A2MCWRHSBack FillingDepth

108

109 Back Filling Calculation

110 FRL (Center) 298.138 298.138 298.138 298.138

111 Camber 2% 2% 2% 2%112 Width 10.250 11.250 14.250 15.250

113 FRL (End) 297.933 297.913 297.853 297.833

114 Average FRL 298.036 298.026 297.996 297.986

115 PQC / (BC-DBM) 0.310 0.310 0.310 0.310

116 DLC / WMM 0.150 0.150 0.150 0.150

117 GSB 0.150 0.150 0.150 0.150

118 BF Top Level 297.426 297.416 297.386 297.376

119 Ground Level 293.249 293.249 292.820 292.820

120 Depth 4.176 4.166 4.566 4.556

121 Back filling Angle from horizontal 65.000 65.000 65.000 65.000

122 Top Width 1.948 1.943 2.129 2.124

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P1 P1MCW MCW

LHS RHS

30 30

2.0% 2.0%

298.138 298.138292.82 292.82

291.000 291.000

0.100 0.100

0.100 0.100

0.065 0.065

298.073 298.073

0.850 0.850

296.978 296.978

1015

Yes Yes

11.07 11.07

12.783 12.783

10.400 10.400

10.250 10.250

13.013 13.013

5.020 5.020

292.820 292.820

290.900 290.900

1.920 1.920

13.013 13.013

5.020 5.020

0.100 0.100

12.783 12.7834.82 4.82

0.82 0.82

0.300 0.300

0.900 0.900

11.963 11.963

0.820 0.820

0.820 0.820

4.778 4.778

11.963 11.963

0.820 0.820

0.000 0.000

Pier P1

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P1MCWL P1MCWRHSExcLength

P1MCWL P1MCWRHSExcWidth

P1MCWL P1MCWRHSExcDepthP1MCWL P1MCWRHSExcDepth 2

P1MCWL P1MCWRHSExcDepth1

P1MCWL P1MCWRHSPCCLength

P1MCWL P1MCWRHSPCCWidth

P1MCWL P1MCWRHSPCCDepth

P1MCWL P1MCWRHSRaftLength

P1MCWL P1MCWRHSRaftWidth

P1MCWL P1MCWRHSRaftWidth 2

P1MCWL P1MCWRHSRaftDepth

P1MCWL P1MCWRHSRaftDepth 2

P1MCWL P1MCWRHSWallLength

P1MCWL P1MCWRHSWallWidth

P1MCWL P1MCWRHSWallWidth 2P1MCWL P1MCWRHSWallDepth

P1MCWL P1MCWRHSCapLength

P1MCWL P1MCWRHSCapWidth

P1MCWL P1MCWRHSCapDepth

Length

Width

Depth

ngth

idth

epth

ngth

idthpth

gth

th

th

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2

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Bridge 2+470

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