Complete_BOQ Format of Highway Project

ANNEXURE-VIII A

S. No. Particulars Amount CR % of Cost

1 Bill No. 1: Site Clearance and Dismantling - 0.00 #DIV/0!

2 Bill No. 2: Earth Work - 0.00 #DIV/0!

3 Bill No. 3: Grannular Sub Base Courses and Base Courses ( Non- Bituminous ) - 0.00 #DIV/0!

4 Bill No. 4: Bituminous Courses - 0.00 #DIV/0!

5 Bill No. 5: Pipe and Slab Culverts - 0.00 #DIV/0!

6 Bill No. 6A: Minor Bridges - 0.00 #DIV/0!

7 Bill No. 6B: Major Bridges - 0.00 #DIV/0!

8 Bill No. 6C: Flyovers - 0.00 #DIV/0!

9 Bill No. 6C-1 : ROB - RUB - 0.00 #DIV/0!

10 Bill No. 6D - VUP, PUP - 0.00 #DIV/0!

11 Bill No. 6E: Subways, Foot Over bridge, Cattle/Pedestrian Underpasses - 0.00 #DIV/0!

12 Billno.7: Repair and Rehabilitation of bridges and culverts - 0.00 #DIV/0!

13 Bill No. 8: Maintenance of roads - 0.00 #DIV/0!

14 Bill No 9: Drainage and Protective Works - 0.00 #DIV/0!

15 Bill No. 10: Traffic signs, Road markings and other road appurtunences - 0.00 #DIV/0!

16 Bill No.11: Toll Plaza - 0.00 #DIV/0!

17 Bill No.12: Wayside Amenities - 0.00 #DIV/0!

18 Bill No.13: Bus/Trucklay Bay - 0.00 #DIV/0!

19 Bill No.14: Environmental Plan - 0.00 #DIV/0!

20 Bill No.15: Miscellaneous Works - 0.00 #DIV/0!

Total Construction Cost: - 0.00

SUMMARY OF COST - BSRDC

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1.01

Cutting of trees including cutting of trunks, branches and removal of

stumps including stacking of serviceable material within a lead of 100

meters and earth filling in the depression/Pit as per Technical clause 201

1,01a 1,01a 1,01a (a) Girth 300 mm to 600 mm No -

1,01b 1,01b 1,01b (b) Girth 600 mm to 900 mm No -

1,01c 1,01c 1,01c (c ) Girth 900 mm to 1800 mm No -

1,01d 1,01d 1,01d (d) above 1800 mm Girth No -

1,02a 1,02a 1.02

Clearing and grubbing of road land including uprooting rank vegetation,

grass, brush shrubs, saplings and trees of girth upto 300 mm, removal of

stumps, disposal of unserviceable material and stacking of serviceable

material upto 100 meters from road boun

Hec -

1.03

Dismantling in foundation and/or above ground level including T&P and

scaffolding wherever necessary, sorting the dismantled material, disposal

of un-serviceable material and staking the serviceable material as per

Technical Specifications Clause 202

-

1,03a (a) 1,03aDismantling of reinforced cement concrete for culverts, bridges and other

structures as per specificationsCum -

1,03b (b) 1,03bDismantling of plain cement concrete (PCC) for culverts, bridges and other

structures as per specificationsCum -

1,03c (c) 1,03c Dismantling stones pitching / dry stone spalls Cum -

1,03d (d) 1,03d Dismantling brick masonry in cement morter Cum -

1,03d 1.06 Dismantling stone masonry in cement morter Cum -

1,03ee 1,03e 1,03e Dismantling existing bitumen courses sqm -

1,03f 1,03f 1,03f Non-Bituminous base/ Sub-base course Cum -

1,03g 1,03g 1,03g Kilometre/5th km stone including foundation concrete if any No -

1,03h (h) 1,03h Hectometer/Boundary stones including foundation concrete if any No -

1,03i (i) 1,03iPipe/ Guard rails/ Edging Kerbs/Masonry Parapet/ Gutters and Fencing/

Hand railingR.M.

1,03j 1,03j 1,03j Sign Boards No -

1,03k 1,03k 1,03k Edging Kerbs & median Kerbs R.M. -

1,03l 1,03l 1,03l W type crash barrier R.M. -

1,03m 1,03m 1,03m line drain Cum -

1.04 (n) 1.04 Removing hume pipes class NP2/NP3 complete as per Clause 202 m -

1.05 1.04 1.05

Coordinating with respective service provider/authorities for cutting of

trees, shifting of utilities etc. all as per MORT&H Technical Specification

Clause 110.

km -

1.07 1.07 Dismantling existing Weephole No -

1.08 1.08 Dismantling Bearing R.M. -

Total : 0

1,03a Add 1 Dismantling of Existing Rigid Pavement Cum -

Total : 0

Bill No. 1: Site Clearance and Dismantling

CODE Rate(Rs)Item

No.Description Unit QuantityCODE Amount(Rs)

2.01Earth work in excavation necessary for construction of road way in all types

of soils and complete as per Technical Specification Clause No.301.

2,01a 2,01a 2,01a a)Ordinary and soft Soils (material to be used in embankments) Cu.m. -

2,01b 2,01b b)Ordinary and soft Soils (material to disposal) Cu.m. -

2,01c 2,01c c)Hard rock without blasting Cu.m. -

2,01d 2,01d d)Hard rock with Controlled balsting Cu.m. -

2,01e 2,01e e)Hard rock with balsting & Drilling Cu.m. -

2,02a 2,02a 2,02a

Construction of embankment with approved material from borrow pits

with all leads and lifts complete as per drawings and Technical Specification

Clause No. 301 & 305 (with an average distance of transport of xxxxx m)

Cu.m. -

2,03a 2,03a 2,03a

Construction of embankment with suitable material obtained from

roadway and drainage excavation with all leads and lifts complete as per

drawings and Technical Specification Clause Nos. 301 & 305 (with an

average distance of transport of 5 Km)

Cu.m. -

2.04 2.04

Construction of embankment with fly ash conforming to Table 1 of

IRC:SP:58-2001 obtained from coal or lignite burning thermal power

stations as waste material, spread and compacted in layer of 200 mm

thickness each at OMC, with all lifts and leads complet

Cu.m. -

2,05a 2,05a 2,05a

Construction of Sub grade & earthen / un paved shoulders satisfying the

requirements of minimum 10% CBR value as indicated in the drawings and

specification with approved material with all leads & lifts all complete as

per Technical Specification Clause

Cu.m. -

2,07a 2,07a 2,07aTurfing with sods of embankment slopes, verge, earthen shoulders and

other locations all complete as per Technical Specification Clause 307.Sq.m. -

2,08a 2,08a 2,08aEarthwork in filling of median / island area with selected earth complete as

per Technical Specification Clause 407 with all leads and lifts.Cu.m. -

2,09a 2.09 2.09

Loosening of the ground upto a level of 500 mm below the sub-grade level,

watered, graded and compacted in layers to meet requirement of table

300-2 for sub-grade construction as per Technical specifications and as

directed by the Engineer-in-charge.

Cu.m. -

Total 0

CODE

Bill No. 2: Earth Work

CODE Quantity Amount(Rs)Item

No.Description Rate(Rs)Unit

3.01 3.01 3.01Constructing Grannular Sub-base complete as per Technical

Specification Clause No 401. Grading-I, Table 400-2.Cu.m. 0

3.02 3.02 3.02Constructing Wet Mix Macadam base (including profile corrective

course) complete as per Technical specification Clause No 406.Cu.m. 0

Total 0

3.01 Add 1 GSB Drainage Layer Cu.m. 0

Total 0

Description Quantity Rate(Rs)CODE

Bill No. 3: Grannular Sub Base Courses and Base Courses ( Non- Bituminous )

CODE Amount(Rs)UnitItem

No.

4.01 4.01 4.01

Providing and laying bituminous primer coat over prepared surface

of grannular base with bituminous emulsion complete as per

Technical Specifications Clause No 502.(Table 500-1)

Sqm 0

4.02 4.02 4.02

Providing and laying Tack coat over granular surface with

bituminous emulsion all complete as per Technical Specifications

Clause 503.(Table 500-2) @ 2.5 kg /10 sq.m.

Sqm 0

4.03 4.03 4.03

Providing and laying Tack coat over bituminous courses with

Bituminous emulsion all complete as per Technical Specifications

Clause 503.(Table 500-2) @ 2.0 kg/10 sq.m.

Sqm 0

4.04 4.04 4.04Providing and laying Dense Bituminous Macadam course as per

Technical Specification Clause No.507.Cu.m. 0

4.05 4.05 4.05

Providing and laying Bituminous Concrete wearing course using

Modified Bitumen ( PMB 40 )complete as per Technical

Specifications Caluse 509 & 521.

Cu.m. 0

4.06 4.06 4.06

Providing and laying Bituminous Macadam course (including

profile corrective course) as per Technical Specification Clause

No.504

Cu.m. 0

4.07 4.07 4.07

Providing and laying Semi Dense Bituminous concrete course

(including profile corrective course) as per Technical Specification

Clause No.508

Cu.m. 0

4.08 4.08 4.08Providing 150 mm thick DLC (M15) as per Technical Specification

Clause 601.Cu.m. 0

4.09 4.09 4.09Providing 300 mm thick PQC as per Technical Specification Clause

602.Cu.m. 0

4.10

Providing and constructing base course by relaying the existing

pavement crust as per Technical Specification including

pulverization, adding required materials in desired quantities and

compaction

0

4,10a 4,10a (i) Bituminous course sqm4,10b 4,10b (ii) Granular course sqm

4.11 4.11 Milling of existing pavement crust sqm/cm 0

Total 0

Add 1 Scarification of existing pavement sqm

4.13 Add 2 Providing and laying Mastic Asphalt at intersections sqm 0

Total 0

UnitCODE

Bill No. 4: Bituminous Courses

CODE Quantity Rate (Rs) Amount(Rs)Item

No.Description

Bill No. 5: Pipe and Slab Culverts

5,01b 5.01 Earthwork in excavation of foundation for structures,

including all lifts and leads complete as per drawing and

Technical Specification Clause 304 and 2903Cum 0

5,02a 5.02 Providing Plain Cement Concrete M15 for levelling course

etc. including centering all complete as per drawing and

Technical Specifications Section Section 1500 & 1700Cum 0

2,06a 5.03 5,03a Back filling behind abutments, wing walls / retaining walls

and return walls with selected granular material of approved

quality complete as per drawing and Technical specification

Clause 304 & 305.

Cum 0

3.01 5.04 5.04 Providing and laying of Filter media of Stone aggregate

conforming to Technical Specifications Clause 2504.2.2

behind abutment, wing wall, retaining wall and return walls,

complete as per drawing and Technical Specifications Clause

305 & 2504.

Cum 0

5,05a 5.05 5,05a Providing Plain Cement Concrete M15 for Curtainwalls

/toe walls etc. including centering all complete as per

drawing and Technical Specifications Section Section 1500 &

1700

Cum 0

5,06d

5.06 Providing and laying Plain/Reinforced cement concrete for

Bottom Slab and wall and Return Foundation and pipe

culvert head wall complete as per drawing and Technical

Specification Section 1500, 1700, 2100 & 2200

Cum 0

5,07a

5.07 Providing and laying Reinforced cement concrete in for Top

Slab and Return wall excluding cost steel complete as per

drawing and Technical Specification Section 1500, 1700,

2100 & 2300

Cum 0

5,08c

5.08 Providing , laying and jointing NP4 (as per IS:458) Hume

pipes for culverts 900 dia, complete as per Technical

Specification Section 2900 and IRC Special Publication

No.13.

mts 0

5,08b

Providing , laying and jointing NP4 (as per IS:458) Hume



No.13.

mts

0

5,08a




No.13.

mts

0

3.01 5.09 5.09 Providing and laying granular material bedding for RCC

pipes in culverts with all lifts and leads complete as per

drawing and as per MORT&H Technical Specification Clause

2904. cum

5.10 5.10 5.10 Providing weep holes in abutments, wing walls and return

walls complete as per drawing and Technical Specification

clause 2706.

Nos 0

6A,15 5.11 5.11 Providing and laying Wearing Course comprising of 65mm

Bituminois concrete on top of deck slab including cost of

tack coat, using modified bitumen meeting the requirements

given in table 500-29, laid to the required level and slope

after cleaning the surf

Sqm 0

5.12 5.12 5.12 Providing and fixing drainage spouts complete as per

drawing ,Technical Specification Clause 2705. Nos 0

PCCM15BV 5.13 5.13 Plain Cement Concrete (Grade M15) for levelling course

below approach slabs complete as per drawings and

Technical Specification Section clause 2704Cum 0

5,14a 5.14 Providing Reinforced Cement Concrete M 30 grade in

approach slabs including reinforcement complete as per

drawings and Technical Specification Sections 1500,1600

1700 and 2700

Cum 0

3.01 5.15 5.15 Filter media (150 mm thick) underneath pitching in slopes

and flat surfaces complete as per drawing & Technical

Specification Clause 2504Cum 0

5.16 5.16 5.16 Providing and laying stone pitching on sloped surfaces (300

mm thick) for earth protection complete (for Quadrants) as

per drawings and Technical Specification Clause 2504Cum 0

5.17 5.17 5.17 Providing and laying Dry Boulder apron complete as per

Drawings and Technical Specifications Clause 2503Cum -

5,18b 5.18 Providing and laying PCC filling for protecting bed as per

Drawings and Technical Specifications -

6B,18d 5.19 Providing and fixing expansion joints complete as per

drawing and Technical Specification No. 2600 and

confirming to MoRT&H modified interim specifications

Rm -

5.20 5.20 Providing and painting with Synthetic enamel paint of

approved quality for Culvert nubering, Type of culvert and

details of Span arrangement as per IRC:7-1971 and as

directed by Engineer.

Liter -

Amount(Rs)CODE Rate (Rs)Item

No.Description Unit

Total

QuantityCODE

Bill No. 5: Pipe and Slab Culverts

Amount(Rs)CODE Rate (Rs)Item

No.Description Unit

Total

QuantityCODE

5,2 - Nos

5.20 5.20 Providing and painting with Synthetic enamel paint of

approved quality for Culvert nubering, Type of culvert and

details of Span arrangement as per IRC:7-1971 and as

directed by Engineer.

Nos -

5.22 5,22 5,22 Footpath Sqm -

5.23 5.23 5.23 Hand Rail / Crash barrier M30-Grade Rm -

5.24 5.24 5.24 Tar Paper Bearing Sqm -

10.06 5.25 5.25 Providing and fixing marker posts as per drawing and

directed by the engineerNos -

fypascol 5.27 Quantity of steel MT -

0

Total 0

PCCM15BV Add 1

Plain Cement Concrete M-15 grade for bedding of pipe

culverts complete as per drawings and Technical

Specification clause 2904

Cum 0

PCCM20BV Add 2

Plain cement concrete M-20 grade for head wall of pipe

culvert complete as per clause 1700.Cum 0

5.16 Add 3

Flat stone 150mm thick embedded in 300 mm thick PCC M-

15 grade complete as per drawing and technical

specification section 2500.

Cum 0

5,06dAdd 4

RCC M-25 in sub-structure of wing wall and end walls of Box

CulvertCum 0

5.19 Add 6

Providing and fixing compressible fibre board type

expansion joint for widening of existing culverts complete as

per technical specification section 2600

Rm 0

5,08-600 Add 7




No.13.

mts

0

FYPASCOL Add 8Reinforcement for approach slab MT

0

Total 0

Bill No. 6A: Minor Bridges

Earthwork in excavation of foundation for structures complete as per

drawing and Technical Specification Clause 304 including all Leads and

Lifts 5,01a 5,01a 6A,01a a)Ordinary and soft Soils (material to be used in embankments) Cum -

5,01b 6A,01b b)Ordinary and soft Soils (material to disposal) Cum -

5,01c 6A,01c c)Hard rock Cum -

2,06a 6A,02 6A,02

Providing Back filling behind abutments, wing walls and return walls,

with selected imported granular material of approved quality including

all leads and lifts complete as per Technical Specification Clause 305.

Cum -

3.01 6A,03 6A,03a

Filter media behind abutments,wing walls and return walls complete

with all leads and lifts as per drawing and Technical Specification

Clause 2200

Cum -

5,03b 6A,03b

Providing and laying geotextile filter behind the abutment satisfying

the requirements laid down in clause 2504.2.2. of MoRTH

specifications

Sqm -

6A,04Providing Plain Cement concrete for levelling course etc., under

foundations including centering complete as per drawing and

Technical Specification clauses 1500,1700,& 2100.

-

PCCM15BV 6A,04a PCC Cum -

6A,05

Providing and laying Reinforced cement concrete for Abutment & pier

foundations, pile caps, bottom slab of box & return wall foundation

complete as per drawing and Technical Specifications Section

1500,1700, 2100 & 2200

-

6A,05a 6A,05a PCC M30 Cum -

6A,05g 6A,05c RCC M30 Cum -

FYPASCOL 6A,05fHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600 for 6A,05cMt -

6A,05k 6A,05g RCCM35 Cum -

FYPASCOL 6A,05jHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6A,05gMt -

6A,05c 6A,05k RCC Grade M25 Cum -

FYPASCOL 6A,05nHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600 for 6A,05k-

6A,06

Structural Cement concrete for Reinforced cement concrete for

ABUTMENT, Side walls of Box & Return Wall substructure including

centering complete as per drawing Technical specification clauses

1500,1700,2200

-








6A,06c 6A,06k RCC M25 Cum -


Specification clause no 1600. for 6A,06kSqm -

6A,07Structural Cement concrete for Reinforced cement concrete for

ABUTMENT CAP including centering complete as per drawing

Technical specification clauses 1500,1700,2200

-











6A,08Structural Cement concrete for Reinforced cement concrete for DIRT

WALL including centering complete as per drawing Technical

specification clauses 1500,1700,2200

-











6A,09Structural Cement concrete for Reinforced cement concrete for

PEDESTAL including centering complete as per drawing Technical


-





6A,09k 6A,09a RCCM35 Cum -

FYPASCOL 6A,09cHYSD bar reinforcement complete as per drawing and Technical





6A,10Structural Cement concrete for Reinforced cement concrete for PIER

including centering complete as per drawing Technical specification

clauses 1500,1700,2200

-


6A,10c 6A,10c RCC M30 Cum -



6A,10g 6A,10g RCCM35 Cum -



6A,11Structural Cement concrete for Reinforced cement concrete for PIER

CAP including centering complete as per drawing Technical


-


6A,11c 6A,11c RCC M30 Cum -



6A,11g 6A,11g RCCM35 Cum -



6A,12Structural Cement concrete for Reinforced cement concrete/PSC for

GIRDER including centering complete as per drawing Technical


-

CODE Rate (Rs) Amount(Rs)Item

No.Description Unit QuantityCODE




6A,12e 6A,12a RCC M30 Cum -

FYPASCOL 6A,12dHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6A,12aMt -

6A,12i 6A,12a RCC M35 Cum -

FYPASCOL 6A,12hHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6A,12eMt -

6A,12a 6A,12i RCC M25 Cum -

FYPASCOL 6A,12lHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6A,12iSqm -

6A,12m 6A,12m PSC M40 Cum -

FYACTCOL 6A,12pHT Steel for PSC concrete complete as per drawing and Technical

Specification 1800,1009Mt -

FYPASCOL 6A,12qHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6A,12mMt -

6A,12r 6A,12r PSC M50 Cum -

FYACTCOL 6A,12uHT Steel for PSC concrete complete as per drawing and Technical


FYPASCOL 6A,12vHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6A,12rMt -

6A,13Structural Cement concrete for Reinforced cement concrete/PSC for

Top Slab of Box, Deck Slabs including centering complete as per

drawing Technical specification clauses 809,1500,1700

-

6A,13e 6A,13a RCC M30 Cum -



6A,13i 6A,13e RCC M35 Cum -

FYPASCOL 6A,13hHYSD bar reinforcement complete as per drawing and Technical


6A,13n 6A,13i RCC M40 Cum -

FYACTCOL 6A,13lHT Steel for PSC concrete complete as per drawing and Technical


FYPASCOL 6A,13mHYSD bar reinforcement complete as per drawing and Technical


6A,13a 6A,13n RCC M25 Cum -

FYPASCOL 6A,13qHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6A,13nSqm -

6A,13n 6A,13r RCC M45 Cum -

FYPASCOL 6A,13uHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6A,13rMt -

6A,14

Providing bored cast-in-situ M35 grade RCC piles excluding

reinforcement complete as per drawings and technical specifications

and removal of excavated earth with all lifts and lead up to 1000

m(pile dia 1200mm)pile1000 6A,14a RCC M35 1.0m dia piles Rm -

pile1200 6A,14b RCC M35 1.2m dia piles Rm -

6A,15 6A,15 6A,15

Bituminous Concrete Wearing Course of total 65 mm thick comprising

two layers of 25 mm thick Bituminous Concrete laid over a coat of 15

mm thick Mastic Asphalt as per Technical Specification Sections 509,

515, 521, & 2700.

Sqm -

5.12 6A,16 6A,16Providing and fixing drainage spouts complete as per drawing,

Technical Specification clause 2705.Nos -

6A,17Providing and fixing bearings complete as per drawing and Technical

Specification 2000,2200 and 2300.ELASTO 6A,17a a) Elastomeric bearings CC -

POT 6A,17b b) Pot bearings Nos -

5.24 6A,17c c) Craft Paper / Tap Paper bearings Rm -

6A,18Providing and fixing expansion joints complete as per drawing and

Technical Specification No. 2600 and confirming to MoRT&H

modified interim specifications 6A,18a 6A,18a a) Filler joint / mastic Pad Cum -

6B,18b 6A,18bb) Strip seal type of expansion joint complete as per drawing and

Technical specification for+/-20 mm Cum -

6B,18c 6A,18cc) Strip seal type of expansion joint complete as per drawing and


6A,19 6A,19 6A,19Providing PCC M15 grade concrete for levelling course under

Approach SlabsCum -

6A,20

Providing Reinforced Cement Concrete M 30 grade in approach slabs

including reinforcement complete as per drawings and Technical

Specifications 1500,1600 and 1700 & 27046A,20a 6A,20a RCC M30 Cum -




FYPASCOL 6A,20cHYSD bar reinforcement complete as per drawing and Technical


3.01 6A,21 6A,21

Filter media (200 mm thick) underneath pitching in slopes and flat

surfaces complete as per drawing & Technical Specification Clause

2504

Cum -

5.16 6A,22 6A,22

Stone pitching on sloped sufaces (300 mm thick) for earth protection

complete (for Quadrants) as per drawings and Technical Specification

2504

Cum -

5.10 6A,23 6A,23Providing weep holes in abutments, wing walls and return walls

complete as per drawing and Technical Specification 2706.Nos -

5,2 - Nos 6A,24 6A,24Painting of CD No. and Span arrangement as per Technical

specificationsNos -

5.17 6A,25 6A,25Providing and laying Dry Boulder apron complete as per Drawings and

Technical Specifications Clause 2503Cum -

6A,26Providing and laying PCC filling for bed protection as per Drawings and

Technical Specifications 6A,04a 6A,26a PCC M10 grade Cum -

6A,04a 6A,26b PCC M15 grade Cum -

6A,29 6A,27 6A,27 Provision for River Training works at Minor Bridges Ls

6A,28 Pile load test on single vertical pile in accordance with IS:2911 (Part IV)

6B,30a 6A,28a a) Initial and routine load test 500 MT Nos -

6B,30b 6A,28b b) Lateral load test 250 MT Nos

6A,29

Carry out confirmatory bores upto required depths at each foundation

location of bridge complete in all respects including testing as per

Technical Specifications Section 2400 and interpretation of the bore

data and presentation of the results as per IRC

6B,31a 6A,29a i) Depth between 0 m to 10 m Rm - 6B,31b 6A,29b ii) Depth between 10 m to 20 m Rm - 6B,31c 6A,29c iii) Depth between 20 m to 30 m Rm -

6A,30

Providing and laying Reinforced cement concrete for substructure of

median wall, retaining wall complete as per drawing and Technical

Specifications Section 1500,1700, 2100 & 2200

RCCM30BV 6A,30a RCC M30 Cum -


Specification clause no 1600 for 6A,32aMt -

6A,40 6A,31 6A,31

Brick Masonry Work in Cement Mortar 1:3 for parapet wall complete

excluding Pointing and Plastering, as per drawings and technical

specifications and as directed by the Engineer-in-charge.

cum -

6A,41 6A,32 6A,32

Plastering with cement mortar (1:3 ) on brick work in parapet wall

complete as per Technical Specifications and as directed by the

Engineer-in-charge.

sqm -

6A,45 6A,33 6A,33

Providing and Laying one coat of Zinc-rich epoxy primer and two coats

of coal tar epoxy paint (Total DFT =50+80+80 =210 microns) to all

concrete surfaces in contact with earth in foundationincluding all cost

of material ,labour, transportation and prepar

Sqm -

6A,46 6A,34 6A,34

Providing and applying above foundation elastic, elastomeric

membrane forming system with anticarbonation and breathing

properties.The system should be based on solvent free acrylic

polymers with selected mineral fillers and should be ultra-violet resist

a slab with wire brush and water, labour charges for filling the bug

holes, cracks joints, etc. with one component polymer modified fine

repair and cosmetic mortar, labour for applying the above coating,

scaffolding charges, all inclusive of taxes.

Sqm -

6A,35Construction of Reinforced Earth structures (RES) complete as per

approved drawings and Technical Specification Section 3100.-

TA 6A,35a

(i) Providing and erecting precast concrete facia panels of M35 grade

including reinforcement, soil reinforcing element, foundation pad, all

accessories, components and drainage system including ground

improvement complete as per Technical specification.

sqm -

2,06a 6A,35b (ii) select fill in the reinforcing zone behind RE wall cum -

7.25a 6A,36 6A,36Providing and constructing RCC crash barrier M 40 grade including cost

of centering as per approved Drawings and Technical Specifications

Clause 809 and as per IRC-6

RM -

7.25b 6A,37 6A,37

Providing and constructing RCC crash barrier with friction slab M 40

grade including cost of centering, shuttering and reinforcement as per

approved Drawings and Technical Specifications

RM -

Total 0

PCCM20BV Add 1 PCC M-20 Grade in Footpath Cum 0.0010.17 Add 2 MS Pedestrial Railing on Footpath RM 0.00

Total 0

Bill No. 6B: Major Bridges

6B,01



Lifts 5,01a 6B,01a a)Ordinary and soft Soils (material to be used in embankments) Cum

5,01b 6B,01b b)Ordinary and soft Soils (material to disposal) Cum -

5,01c 6B,01c c)Hard rock Cum -

2,06a 6B,02 6B,02




Cum -

3.01 6B,03 6B,03a


with all leads and lifts as per drawing and Technical Specification Clause

2200

Cum -

5,03b 6B,03bProviding and laying geotextile filter behind the abutment satisfying the

requirements laid down in clause 2504.2.2. of MoRTH specificationsSqm -

6B,04

Providing Plain Cement concrete for levelling course etc., under

foundations including centering complete as per drawing and Technical

Specification clauses 1500,1700,& 2100.6B,04a 6B,04a PCC M 15 grade for levelling course Cum -

6B,05

Providing and laying Reinforced cement concrete for Abutment, pier &

return wall foundations & pile cap complete as per drawing and

Technical Specifications Section 1500,1700, 2100 & 2200

-

6B,05a 6B,05a PCC M30 Cum -

6B,05g 6B,05c RCC M30 Cum -

FYPASCOL 6B,05fHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600 for 6B,05cMt -

6B,05k 6B,05g RCCM35 Cum -

FYPASCOL 6B,05jHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6B,05gMt -

6B,05c 6B,05k RCC M25 Cum -

FYPASCOL 6B,05nHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6B,05kMt -

6B,06


ABUTMENT including centering complete as per drawing Technical


-

6B,06B 6B,06B PCC M30 Cum -

6B,06c 6B,06c RCC M30 Cum -



6B,06g 6B,06g RCCM35 Cum -



6B,07


ABUTMENT CAP including centering complete as per drawing Technical


-








6B,08

Structural Cement concrete for Reinforced cement concrete for DIRT



-








6B,09




-








6B,09k 6B,09k RCCM40 Cum -

FYPASCOL 6B,09nHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6B,09kMt -

6B,10

Structural Cement concrete for Reinforced cement concrete for PIER


clauses 1500,1700,2200

-













6B,11


CAP including centering complete as per drawing Technical specification

clauses 1500,1700,2200

-








6B,12

Structural Cement concrete for Reinforced cement concrete/PSC for



-

6B,12a 6B,12a RCC M30 Cum -

FYPASCOL 6B,12dHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6B,12aMt -

6B,12e 6B,12e RCC M35 Cum -

FYPASCOL 6B,12hHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6B,12eMt -

6B,12r 6B,12i PSC M40 Cum -

FYACTCOL 6B,12lHT Steel for PSC concrete complete as per drawing and Technical


FYPASCOL 6B,12mHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6B,12iMt -

6B,12n 6B,12n RCC M50 Cum -

FYPASCOL 6B,12qHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6B,12nMt -

6B,12z 6B,12r PSC M50 Cum -

FYACTCOL 6B,12uHT Steel for PSC concrete complete as per drawing and Technical


FYPASCOL 6B,12vHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6B,12rMt -

6B,12i 6B,12w RCC M45 Cum -

FYPASCOL 6B,12z1HYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6B,12wMT -

6B,12w 6B,12z2 PSC M45 Cum -

FYACTCOL 6B,12z5HT Steel for PSC concrete complete as per drawing and Technical

Specification 1800,1009MT -

FYPASCOL 6B,12z6HYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6B,12z2MT -

6B,13


SLAB including centering complete as per drawing Technical


-






Specification clause no 1600. for 6B,13eMt -

6B,13r 6B,13i RCC M40 Cum -

FYACTCOL 6B,13lHT Steel for PSC concrete complete as per drawing and Technical


FYPASCOL 6B,13mHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6B,13iMt -

6B,13i 6B,13n RCC M45 Cum -

FYPASCOL 6B,13qHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6B,13nMt -

6B,13n 6B,13r RCC M50 Cum -

FYPASCOL 6B,13uHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6B,13rMT -

6B,14


reinforcement complete as per drawings and technical specifications and

removal of excavated earth with all lifts and lead up to 1000 m(pile dia

1200mm)

-

pile1000 6B,14a RCC M35 1.0m dia piles Rm -

pile1200 6B,14b RCC M35 1.2m dia piles Rm -

pile1500 6B,14c RCC M35 1.5m dia piles Rm


Specification clause no 1600. for 6B,14MT -

6A,38 6B,14eProviding Steel Liner for Pile including Fabricating and Setting out as per

Detailed Drawing.MT -

6A,15 6B,15 6B,15




515, 521, & 2700.

Sqm -

5.12 6B,16 6B,16Providing and fixing drainage spouts complete as per drawing, Technical

Specification clause 2705.Nos -

6B,17Providing and fixing bearings complete as per drawing and Technical

Specification 2000,2200 and 2300.-

ELASTO 6B,17a a) Elastomeric bearings CC -

POT 6B,17b b) Pot bearings Nos -

5.24 6B,17c c) Craft Paper / Tap Paper bearings Rm -




6B,18

Providing and fixing expansion joints complete as per drawing and

Technical Specification No. 2600 and confirming to MoRT&H modified

interim specifications

-

6A,18a 6B,18a a) Filler joint / mastic Pad Cum -

6B,18b 6B,18bb) Strip seal type of expansion joint complete as per drawing and


6B,18c 6B,18cc) Strip seal type of expansion joint complete as per drawing and


5.19 6B,18d Filler board type expansion joint for Existing Rm -

6B,19 6B,19 6B,19Providing PCC M15 grade concrete for levelling course under Approach

SlabsCum -

6B,20



Specifications 1500,1600 and 1700 & 2704

-


FYPASCOL 6B,20cHYSD bar reinforcement complete as per drawing and Technical


3.01 6B,21 6B,21Filter media (200 mm thick) underneath pitching in slopes and flat

surfaces complete as per drawing & Technical Specification Clause 2504Cum -

5.16 6B,22 6B,22



2504

Cum -

5.10 6B,23 6B,23Providing weep holes in abutments, wing walls and return walls


6A,25 6B,24 6B,24 Painting of CD No. and Span arrangement as per Technical specifications Nos -

5.17 6B,25 6B,25Providing and laying Dry Boulder apron complete as per Drawings and


6B,26Providing and laying PCC filling for bed protection as per Drawings and

Technical Specifications -

PCCM10BV 6B,26a PCC M10 grade Cum -

PCCM15BV 6B,26b PCC M15 grade Cum -

6B,29 6B,27 6B,27 Provision for River Training works at Minor Bridges Ls

6B,28 Pile load test on single vertical pile in accordance with IS:2911 (Part IV) -

6B,30a 6B,28a a) Initial and routine load test 500 MT Nos. -

6B,30b 6B,28b b) Lateral load test 250 MT Nos. -

6B,29



Technical Specifications Section 2400 and interpretation of the bore data

and presentation of the results as per IRC

-

6B,31a 6B,29a i) Depth between 0 m to 10 m Rm -

6B,31b 6B,29b ii) Depth between 10 m to 20 m Rm -

6B,31c 6B,29c iii) Depth between 20 m to 30 m Rm -

6B,30

Providing and laying Reinforced cement concrete for median wall,

retaining wall complete as per drawing and Technical Specifications

Section 1500,1700, 2100 & 2200

-

6a,30a 6B,30a RCC M30 Cum -





Specification clause no 1600 for 6A,32eMt -

6B,31 6B,31




cum

6B,32 6B,32


complete as per Technical Specifications and as directed by the Engineer-

in-charge.

sqm

6B,33 6B,33

Providing and Laying one coat of Zinc-rich epoxy primer and two coats of

coal tar epoxy paint (Total DFT =50+80+80 =210 microns) to all concrete

surfaces in contact with earth in foundationincluding all cost of material

,labour, transportation and preparing the surfaces by cleaning, washing,

brushing, sand/grit blasting etc. complete as directed by engineer and as

per specification.

Sqm




6B,34 6B,34

Providing and applying above foundation elastic, elastomeric membrane

forming system with anticarbonation and breathing properties.The

system should be based on solvent free acrylic polymers with selected

mineral fillers and should be ultra-violet resistant, crack bridging type,

carbonation resistant, breathable, environment friendly, water proofing

coating. For anticarbonation, equivalent Air layer Thickness denoted as

R or SDCO2 50 m and for breathability equivalent Air layer Thickness

denoted as SDH2O shall be 4 m for vapour transmitting barrier. The

system consists of one coat primer @ 75-100 g/m2 .The consumption of

main polymer coating to give film thickness of 200 - 225 microns (solid

contents, 70% 3%) should be approx. 400-450gms/m2 per two coats

depending upon the method of application (either by roller or brush)

and surface smoothness of the concrete.The total dry film thickness of

the coating system should be minimum 200 microns for the above

system. Polymer coating should be in suitable approved shades,

including cost of materials, cleaning, chipping and removing the dirt

particles of the concrete slab with wire brush and water, labour charges

for filling the bug holes, cracks joints, etc. with one component polymer

modified fine repair and cosmetic mortar, labour for applying the above

coating, scaffolding charges, all inclusive of taxes.

Sqm

6B,35Construction of Reinforced Earth structures (RES) complete as per


TA 6B,35a





sqm -

2,06a 6B,35b (ii) select fill in the reinforcing zone behind RE wall cum -

7.25a 6B,36 6B,36

Providing and constructing RCC crash barrier M 40 grade including cost



RM -

7.25b 6B,37 6B,37




RM -

Total 0Add 1 Asphaltic plug type expansion joint RMAdd 2 Providing and laying PCC M-20 grade in footpath CumAdd 3 150mm dia GI pipes for utilities CumAdd 4 Geotechnical Investigation RM

Bill No. 6C: Flyovers

6C,01



Lifts 5,01a 6C,01a a)Ordinary and soft Soils (material to be used in embankments) Cum -

5,01b 6C,01b b)Ordinary and soft Soils (material to disposal) Cum -

5,01c 6C,01c c)Hard rock Cum -

2,06a 6C,02 6C,02




Cum -

3.01 6C,03 6C,03a


with all leads and lifts as per drawing and Technical Specification Clause

2200

Cum -

5,03b 6C,03bProviding and laying geotextile filter behind the abutment satisfying the

requirements laid down in clause 2504.2.2. of MoRTH specificationsSqm -

6C,04



Specification clauses 1500,1700,& 2100.

-

6C,04a 6C,04a PCC M 15 grade for levelling course Cum -

6C,05

Providing and laying Reinforced cement concrete for foundations & pile

cap complete as per drawing and Technical Specifications Section

1500,1700, 2100 & 2200

-

6C,05a 6C,05a PCC M30 Cum -

6C,05a 6C,05c RCC M30 Cum -

FYPASCOL 6C,05fHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600 for 6C,05cMt -

6C,05d 6C,05g RCCM35 Cum -

FYPASCOL 6C,05jHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6C,05gMt -

6C,05d 6C,05k RCC M25 Cum -

FYPASCOL 6C,05nHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6C,05kMt -

6C,06


ABUTMENT & Return Walls including centering complete as per

drawing Technical specification clauses 1500,1700,2200

-

6C,07b 6C,06C PCC M30 Cum -

CODEItem

No.CODE Description Rate (Rs) Amount(Rs)Unit Quantity


CODEItem


6C,07c 6C,06c RCC M30 Cum -



6C,07g 6C,06g RCCM35 Cum -



6C,07


ABUTMENT CAP including centering complete as per drawing Technical


-








6C,08

Structural Cement concrete for Reinforced cement concrete for DIRT



-








6C,09




-








6C,10k 6C,09k RCCM40 Cum -


Specification clause no 1600. for 6C,09kMt -

6C,10



clauses 1500,1700,22006C,11a 6C,10a PCC M30 Cum -







6C,11


CAP including centering complete as per drawing Technical

specification clauses 1500,1700,22006C,12a 6C,11a PCC M30 Cum -







6C,12



specification clauses 809,1500,1700 6C,13a 6C,12a RCC M30 Cum -

FYPASCOL 6C,12dHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6C,12aMt -

6C,13e 6C,12e RCC M35 Cum -

FYPASCOL 6C,12hHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6C,12eMt -

6C,13n 6C,12i PSC M40 Cum -

FYACTCOL 6C,12lHT Steel for PSC concrete complete as per drawing and Technical


FYPASCOL 6C,12mHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6C,12iMt -

6C,13i 6C,12n RCC M50 Cum -

FYPASCOL 6C,12qHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6C,12nMt -

6C,13s 6C,12r PSC M50 Cum -

FYACTCOL 6C,12uHT Steel for PSC concrete complete as per drawing and Technical


FYPASCOL 6C,12vHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6C,12rMt -

6C,13i 6C,12w RCC M45 Cum -

FYPASCOL 6C,12z1HYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6C,12wMT -

6C,13s 6C,12z2 PSC M45 Cum -

FYACTCOL 6C,12z5HT Steel for PSC concrete complete as per drawing and Technical

Specification 1800,1009MT -

FYPASCOL 6C,12z6HYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6C,12z2MT -


CODEItem


6C,13


SLAB including centering complete as per drawing Technical

specification clauses 809,1500,1700 6C,14a 6C,13a RCC M30 Cum -



6C,14e 6C,13e RCC M35 Cum -


Specification clause no 1600. for 6C,13eMt -

6C,14r 6C,13i RCC M40 Cum -




Specification clause no 1600. for 6C,13iMt -

6C,14i 6C,13n RCC M45 Cum -

FYPASCOL 6C,13qHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6C,13nMt -

6C,14n 6C,13r RCC M50 Cum -

FYPASCOL 6C,13uHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6C,13rMT -

6C,14


reinforcement complete as per drawings and technical specifications

and removal of excavated earth with all lifts and lead up to 1000 m(pile

dia 1200mm)pile1000 6C,14a RCC M30 1.0m dia piles Rm -

pile1200 6C,14b RCC M35 1.2m dia piles Rm - pile1500 6C,14c RCC M35 1.5m dia piles Rm -


Specification clause no 1600. for 6C,14MT -

6A,38 6C,14eProviding Steel Liner for Pile including Fabricating and Setting out as per

Detailed Drawing.MT -

6A,15 6C,15 6C,15




515, 521, & 2700.

Sqm -

5.12 6C,16 6C,16Providing and fixing drainage spouts complete as per drawing, Technical

Specification clause 2705.Nos -

6C,17Providing and fixing bearings complete as per drawing and Technical


ELASTO 6C,17a a) Elastomeric bearings CC -

POT 6C,17b b) Pot bearings Nos -

5.24 6C,17c c) Craft Paper / Tap Paper bearings Rm -

6C,18


Technical Specification No. 2600 and confirming to MoRT&H modified

interim specifications

-

6A,18a 6C,18a a) Filler joint / mastic Pad Cum - 6b,18b -

cum6C,18b

b) Strip seal type of expansion joint complete as per drawing and

Technical specification for+/-20 mm Cum

6b,18d 6C,18cc) Strip seal type of expansion joint complete as per drawing and

Technical specification for+/-40 mm Rm -

5.19 6C,18d Filler board type expansion joint for Existing Rm -

6C,14 6C,19 6C,19Providing PCC M15 grade concrete for levelling course under Approach

SlabsCum -

6C,20



Specifications 1500,1600 and 1700 & 2704

-

6C,15a 6C,20a RCC M30 Cum -

FYPASCOL 6C,20cHYSD bar reinforcement complete as per drawing and Technical


3.01 6C,21 6C,21Filter media (150 mm thick) underneath pitching in slopes and flat

surfaces complete as per drawing & Technical Specification Clause 2504Cum -

5.16 6C,22 6C,22



2504

Cum -

5.10 6C,23 6C,23Providing weep holes in abutments, wing walls and return walls


5,2 - Nos 6C,24 6C,24Painting of CD No. and Span arrangement as per Technical

specificationsNos. -

5.17 6C,25 6C,25Providing and laying Dry Boulder apron complete as per Drawings and


6C,26Providing and laying PCC filling for bed protection as per Drawings and

Technical Specifications -

PCCM10BV 6C,26a PCC M10 grade Cum -

PCCM15BV 6C,26C PCC M15 grade Cum -

6C,29 6C,27 6C,27 Provision for River Training works at Minor Bridges Ls

6C,28 Pile load test on single vertical pile in accordance with IS:2911 (Part IV) -

6b,30a 6C,28a a) Initial and routine load test 500 MT Nos. -

6b,30b 6C,28b b) Lateral load test 250 MT Nos. -

6C,29



Technical Specifications Section 2400 and interpretation of the bore

data and presentation of the results as per IRC

-

6B,31a 6C,29a i) Depth between 0 m to 10 m Rm -

6B,31b 6C,29b ii) Depth between 10 m to 20 m Rm -

6B,31c 6C,29c iii) Depth between 20 m to 30 m Rm -

6C,30

Providing and laying Reinforced cement concrete for foundations of

median wall, retaining wall complete as per drawing and Technical

Specifications Section 1500,1700, 2100 & 2200

-


CODEItem


6B,24a 6C,30a RCC M30 Cum -



6B,24a 6C,30e RCC M25 Cum -


Specification clause no 1600 for 6A,32eMt -

6C,31 6C,31




cum

6C,32 6C,32


complete as per Technical Specifications and as directed by the Engineer-

in-charge.

sqm

6C,33 6C,33

Providing and Laying one coat of Zinc-rich epoxy primer and two coats

of coal tar epoxy paint (Total DFT =50+80+80 =210 microns) to all

concrete surfaces in contact with earth in foundationincluding all cost of

material ,labour, transportation and preparing the surfaces by cleaning,

washing, brushing, sand/grit blasting etc. complete as directed by

engineer and as per specification.

Sqm

6C,34 6C,34

Providing and applying above foundation elastic, elastomeric membrane

forming system with anticarbonation and breathing properties.The

system should be based on solvent free acrylic polymers with selected

mineral fillers and should be ultra-violet resistant, crack bridging type,

carbonation resistant, breathable, environment friendly, water proofing

coating. For anticarbonation, equivalent Air layer Thickness denoted as

R or SDCO2 50 m and for breathability equivalent Air layer Thickness

denoted as SDH2O shall be 4 m for vapour transmitting barrier. The

system consists of one coat primer @ 75-100 g/m2 .The consumption

of main polymer coating to give film thickness of 200 - 225 microns

Sqm

6C,35Construction of Reinforced Earth structures (RES) complete as per

approved drawings and Technical Specification Section 3100.0

TA 6C,35a





sqm -

2,06a 6C,35b (ii) select fill in the reinforcing zone behind RE wall cum -

7.25a 6C,36 6C,36

Providing and constructing RCC crash barrier M 40 grade including cost



RM -

7.25b 6C,37 6C,37




RM -

-

Total 0

6D,11a Add 1 150mm dia PVC Downtake pipe RM - 6D,11a Add 2 150mm dia PVC Runner pipe RM -

3.01 Add 3 Filter media in the reinforcing zone behind RE wall cum -

Total 0

Bill No. 6C-1 : ROB - RUB

6C,01

Earthwork in excavation for foundation in structure including all

leads and lifts as per drawing and Technical specifications clause

no 304

5,01a 6C,01a a)Ordinary and soft Soils (material to be used in embankments) Cum

5,01b 6C,01b b)Ordinary and soft Soils (material to disposal) Cum - 5,01c 6C,01c c)Hard rock Cum

6C,02 6C,02 6C,02

Providing back filling behind abutments with ordinary grannular

material of approved quality including all leads and lifts complete

as per Technical Specification Clause 305.

Cum

6C,03 6C,03 6C,03

Providing back filling behind abutments with selected imported

grannular material of approved quality including all leads and lifts

complete as per Technical Specification Clause 305.

Cum

6C,04


foundations including centering complete as per drawing and

Technical Specification clauses 1500,1700,& 2100.

6C,04a 6C,04a PCC M 15 grade for levelling course Cum - 6C,04c 6C,04c PCC M20 cum

6C,05

Providing and laying Reinforced cement concrete for foundations

complete as per drawing and Technical Specifications Section

1500,1700, 2100 & 22006C,05d 6C,05a RCC M30 grade Cum -

FYPASCOL 6C,05cHYSD bar reinforcement (open fund+pile cap) complete as per

drawing and Technical Specification clause no 1600. MT -

6C,05a 6C,05d RCC M35 cum

FYPASCOL 6C,05gHYSD bar reinforcement (open fund+pile cap) complete as per

drawing and Technical Specification clause no 1600. MT

6C,06

Bored cast in situ M 30 grade RCC Pile excluding reinforcement,

including socketting the piles in soft / hard rock as per

drawing,Technical specifications clause 1100 & 1700 (including

initial and routine load tests)pile1000 6C,06a 1.0 m dia pile Rm

PILE1200 6C,06b 1.2 m dia pile Rm -

FYPASCOL 6C,06cHYSD bar reinforcement (pile) complete as per drawing and

Technical Specification clause no 1600. MT -

6A,38 6C,06dProviding Steel Liner for Pile including Fabricating and Setting out

as per Detailed Drawing.MT

6C,07


ABUTMENT including centering complete as per drawing Technical

specification clauses 1500,1700,22006C,07B 6C,07B PCC M30 Cum6C,07c 6C,07c RCC M30 Cum


Specification clause no 1600 for 6C,07cMt




6C,08


ABUTMENT CAP including centering complete as per drawing

Technical specification clauses 1500,1700,22006C,08a 6C,08a PCC M30 Cum6C,08c 6C,08c RCC M30 Cum






6C,09


DIRT WALL including centering complete as per drawing Technical

specification clauses 1500,1700,22006C,09a 6C,09a PCC M30 Cum6C,09c 6C,09c RCC M30 Cum






6C,10







Amount(Rs)CODEItem

No.Description UnitCODE Rate (Rs)Quantity


Amount(Rs)CODEItem




6C,10k 6C,10k RCCM40 Cum


Specification clause no 1600. for 6C,10kMt

6C,11


PIER including centering complete as per drawing Technical


RCCM35BV 6C,11fHYSD bar reinforcement complete as per drawing and Technical





6C,12


PIER CAP including centering complete as per drawing Technical







6C,13

Structural Cement concrete for Reinforced cement concrete/PSC

for GIRDER including centering complete as per drawing Technical

specification clauses 809,1500,1700 6C,13a 6C,13a RCC M30 Cum


Specification clause no 1600. for 6C,13aMt

6C,13e 6C,13e RCC M35 Cum


Specification clause no 1600. for 6C,13eMt

6C,13n 6C,13i PSC M40 Cum


Specification 1800,1009Mt


Specification clause no 1600. for 6C,13iMt

6C,13s 6C,13n PSC M50 Cum

FYACTCOL 6C,13qHT Steel for PSC concrete complete as per drawing and Technical

Specification 1800,1009 for 6C,13nMt

FYPASCOL 6C,13rHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6C,13mMt

6C,13i 6C,13s RCC M50 Cum

FYPASCOL 6C,13vHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6C,13sMt

6C,14

Structural Cement concrete for Reinforced cement concrete/PSC

for SLAB including centering complete as per drawing Technical

specification clauses 809,1500,1700 6C,14a 6C,14a RCC M30 Cum



6C,14e 6C,14e RCC M35 Cum



6C,14r 6C,14i PSC M40 Cum


Specification 1800,1009Mt



6C,14i 6C,14n RCC M45 Cum

SCAFFOLD 6C,14qHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6C,14mMt

6C,14n 6C,14r RCC M50 Cum

FYPASCOL 6C,14uHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6C,14rMt

6A,15 6C,10 6C,10

Bituminous Concrete Wearing Course of total 62 mm thick

comprising two layers of 25 mm thick Bituminous Concrete laid

over a coat of 12 mm thick Mastic Asphalt as per Technical

Specification Sections 509, 515, 521, & 2700.

Sqm -

5.1200 6C,11 6C,11Providing and fixing drainage spouts complete as per drawing

,Technical Specificationclauses 2705.Nos -

6C,12Providing and fixing bearings complete as per drawing and

Technical Specification 2000,2200 and 2300.ELASTO 6C,12a a) Elastomeric bearings CC

POT 6C,12b b)Pot/PTFE Nos -


Amount(Rs)CODEItem


6C,13


Technical specification and confirming to MORT&H modified

interim specifications as per clause 2609 and 2610.)

6b,18b 6C,13a) Expansion joint complete as per drawing and Technical

specification for+/-50 mm Rm

6b,18c 6C,13bb) Expansion joint complete as per drawing and Technical

specification for+/-80 mm Rm

6C,14

Plain Cement Concrete (Grade M15) for levelling course below

approach slabs complete as per drawings and Technical

Specification Sections 2700.6C,14 6C,14 PCC M 15 grade Cum -

6C,15

Providing Reinforced Cement Concrete M 30 grade in approach

slabs complete as per drawings and Technical Specifications

1500,1600 and 1700 & 27046C,15a 6C,15a RCC M 30 grade Cum -

FYPASCOL 6C,15cHYSD bar reinforcement complete as per drawing and Technical


5.1 6C,16 6C,16Providing weep holes in abutments, wing walls and return walls


6A,25 6C,17 6C,17Painting of Flyover No. and span arrangement as per drawing and

Technical specifications clause no 800.Nos.

6C,20 6C,18 6C,18Providing floor finishes complete as per drawings and technical

specificationsSqm

6C,21 6C,19 6C,19Providing roofing complete as per drawings and technical

specificationsRm

6C,23 6C,20 6C,20Providing precast steps complete as per drawings and technical

specificationsRm

fyestcol 6C,21 6C,21 Structural steel MT -

6C,22Pile Load Test on single Vertical Pile in accordance with

IS:2911(Part-IV)6C,22a a) Initial and routine load test 500 MT Nos.6C,22b b) Lateral load test 250 MT Nos.

6B,23

Carry out confirmatory bores upto required depths at each

foundation location of bridge complete in all respects including

testing as per Technical Specifications Section 2400 and

interpretation of the bore data and presentation of the results as

per IRC 6B,31a 6B,23a i) Depth between 0 m to 10 m Rm6B,31b 6B,23b ii) Depth between 10 m to 20 m Rm6B,31c 6B,23c iii) Depth between 20 m to 30 m Rm

6B,24

Providing and laying Reinforced cement concrete for foundations

of median wall, retaining wall complete as per drawing and

Technical Specifications Section 1500,1700, 2100 & 2200

6B,24a 6B,24a RCC M30 Cum


Specification clause no 1600 for 6A,24aMt

6C,25 6C,25

Brick Masonry Work in Cement Mortar 1:3 for parapet wall

complete excluding Pointing and Plastering, as per drawings and

technical specifications and as directed by the Engineer-in-charge.

Cum -

6C,26 6C,26



Engineer-in-charge.

Sqm

6C,27 6C,27

Providing and Laying one coat of Zinc-rich epoxy primer and two

coats of coal tar epoxy paint (Total DFT =50+80+80 =210 microns)

to all concrete surfaces in contact with earth in foundation and

substructure including all cost of material ,labour, transpo

Sqm

6C,28 6C,28

Providing and applying elastic, elastomeric membrane forming

system with anticarbonation and breathing properties.The system

should be based on solvent free acrylic polymers with selected

mineral fillers and should be ultra-violet resistant, crack bridgin

Sqm

3.01 6C,29 6C,29

Providing and laying of Filter media with granular materials/stone

crushed aggregates satisfying the requirements laid down in clause

2504.2.2. of MoRTH specifications to a thickness of not less than

600 mm with smaller size towards the soil and bigger si

cum -

6C,30 6C,30

Providing and laying Filter material underneath pitching in slopes

complete as per drawing and Technical specifications and as


cum

6C,31 6C,31

Providing and laying Pitching on slopes laid over prepared filter

media including boulder apron laid dry in front of toe of

embankment complete as per drawing and Technical specifications

and as directed by the Engineer-in-charge.

cum


Amount(Rs)CODEItem


6C,32Construction of Reinforced Earth structures (RES) complete as per

approved drawings and Technical Specification Section 3100.

TA 6C,32a

(i) Providing and erecting precast concrete facia panels of M35

grade including reinforcement, soil reinforcing element, foundation

pad, all accessories, components and drainage system including

ground improvement complete as per Technical specification.

sqm -

2,06a 6C,32b (ii) select fill in the reinforcing zone behind RE wall cum -

7.25a 6C,33 6C,33

Providing and constructing RCC crash barrier M 40 grade including

cost of centering as per approved Drawings and Technical

Specifications Clause 809 and as per IRC-6

RM -

7.25b 6C,34 6C,34


grade including cost of centering, shuttering and reinforcement as

per approved Drawings and Technical Specifications

RM -

Total -

Add 1 150mm dia PVC Downtake pipe RMAdd 2 150mm dia PVC Runner pipe RMAdd 3 Geotechnical Investigation RMAdd 4 Tar Paper bearing SqmAdd 5 RCC M-30 grade for Return wall foundation CumAdd 6 Reinforcement for Return wall foundation Tonne

Bill No. 6D - VUP, PUP

6D,01

Earthwork in excavation for foundation in structure including all

leads and lifts as per drawing and Technical specifications clause

no 3045,01a 6D,01a a)Ordinary and Soil For Box Portion Cum - 5,01b 6D,01b b)Ordinary and soft Soils (material to disposal) Cum - 5,01c 6D,01c c)Hard rock Cum -

2,06a 6D,02 6D,02

Providing back filling behind abutments with ordinary grannular

material of approved quality including all leads and lifts complete

as per Technical Specification Clause 305.

cum -

b) Return Wall cum

6D,03 6D,03 6D,03

Providing back filling behind abutments with selected imported

grannular material of approved quality including all leads and lifts

complete as per Technical Specification Clause 305.

cum -

5,01a b) Wing Wall Cum - 5,01a C) Return Wall Cum -

-

6D,04Providing Plain Cement concrete for levelling course etc., under


Specification clauses 1500,1700,& 2100.

-

6D,04a 6D,04a PCC M 15 grade for levelling course For Under pass cum - 6D,04a 6D,04a PCC M 15 grade for levelling course Below Wing Wall cum - 6D,04a PCC M 15 grade for levelling course Below Return Wall cum - 6D,04c 6D,04c PCC M20 cum -

6D,05Providing and laying Reinforced cement concrete for of Box

complete as per drawing and Technical Specifications Section 1500,1700,

2100 & 2200

-

6D,05A 6D,05a RCC M30 for Bottom Slab Cum - 6D,05A 1. Heel -

6D,05A 2. Running section - 6D,05A 3. Shear Key - 6D,07C RCC M30 For Side Walls Cum -

RCC M30 for Top Slab - 6D,14E 1. Top Slab Cum - 6D,14E 2. Top Slab Haunch Cum -

- RCC M30 For Wing Wall -

6C,05A a. Foundation Cum -

Rate Amount(Rs)CODEItem

No.CODE Description Unit Quantity

6C,09C b. Wall Cum - RCC M30 For Return Wall -

6C,05A a. Foundation Cum - 6C,09C b. Wall Cum -

-

FYPASCOL 6D,05cHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. MT -

6D,05d 6D,05d RCC Grade M30 in Abutment & pier foundation cum -

FYPASCOL 6D,05gHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. MT -

6D,06Bored cast in situ M 30 grade RCC Pile excluding reinforcement,

including socketting the piles in soft / hard rock as per drawing,Technical

specifications clause 1100 & 1700 (including initial and routine load tests)

-

PILE1000 6D,06a 1.0 m dia pile Rm -

FYPASCOL 6D,06bHYSD bar reinforcement complete as per drawing and Technical


PILE1200 6D,06c 1.2 m dia pile Rm -

FYPASCOL 6D,06dHYSD bar reinforcement complete as per drawing and Technical


6A,38 6D,06eProviding Steel Liner for Pile including Fabricating and Setting out

as per Detailed Drawing.MT -

6D,07Structural Cement concrete for Reinforced cement concrete forABUTMENT including centering complete as per drawing Technical


-

6D,07B 6D,07B PCC M30 Cum - 6D,07c 6D,07c RCC M30 Cum -

FYPASCOL 6D,07fHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600 for 6D,07cMt -

6D,07g 6D,07g RCCM35 Cum -

FYPASCOL 6D,07jHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6D,07gMt -

6D,08Structural Cement concrete for Reinforced cement concrete for ABUTMENT CAP including centering complete as per drawing Technical


-

6D,08a 6D,08a PCC M30 Cum - 6D,08c 6D,08c RCC M30 Cum -






6D,09Structural Cement concrete for Reinforced cement concrete for DIRT WALL including centering complete as per drawing Technical


-







6D,10Structural Cement concrete for Reinforced cement concrete for PEDESTAL including centering complete as per drawing Technical


-







6D,11Structural Cement concrete for Reinforced cement concrete forPIER including centering complete as per drawing Technical specification

clauses 1500,1700,2200

-







6D,12Structural Cement concrete for Reinforced cement concrete forPIER CAP including centering complete as per drawing Technical


-







6D,13Structural Cement concrete for Reinforced cement concrete/PSC

for GIRDER including centering complete as per drawing Technical


-

6D,13e 6D,13a RCC M30 Cum -

FYPASCOL 6D,13dHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6D,13aMt -

6D,13i 6D,13e RCC M35 Cum -

FYPASCOL 6D,13hHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6D,13eMt -

6D,13m 6D,13i PSC M40 Cum - HYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6D,13vMt

FYacTCOL 6D,13lHT Steel for PSC concrete complete as per drawing and Technical


6D,13a 6D,13m RCC M25 cum -

FYPASCOL 6D,13pHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6D,13eMT -

6D,13q 6D,13q PSC M50 Cum -

FYacTCOL 6D,13tHT Steel for PSC concrete complete as per drawing and Technical


FYPASCOL 6D,13uHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6D,13qMt -

6D,13i 6D,13v RCC M40 Cum -

FYPASCOL 6D,13yHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6D,13vMt -

6D,14Structural Cement concrete for Reinforced cement concrete/PSC

for SLAB including centering complete as per drawing Technical


-

6D,14a 6D,14m RCC M25 cum - 6D,14e 6D,14a RCC M30 Cum -

FYPASCOL 6D,14d HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6D,14aMt - 6D,14i 6D,14e RCC M35 Cum -

FYPASCOL 6D,14hHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6D,14eMt -

6D,14m 6D,14i PSC M40 Cum -

FYacTCOL 6D,14lHT Steel for PSC concrete complete as per drawing and Technical


FYPASCOL 6D,14pHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6D,14eMT -

6D,14q 6D,14q PSC M45 Cum -

FYacTCOL 6D,14tHT Steel for PSC concrete complete as per drawing and Technical


FYPASCOL 6D,14uHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6D,14qMt -

6D,14i 6D,14v RCC M40 Cum -

FYPASCOL 6D,14yHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 6D,14vMt -

6A,15 6D,10 6D,10


two layers of 25 mm thick Bituminous Concrete laid over a coat of 12 mm

thick Mastic Asphalt as per Technical Specification Sections 509, 515, 521,

& 2700.

Sqm -

5.12 6D,11 6D,11 Providing and fixing drainage spouts complete as per drawing ,Technical Specificationclauses 2705.Nos -

6D,12Providing and fixing bearings complete as per drawing and Technical


ELASTO 6D,12a a) Elastomeric bearings CC - POT 6D,12b b)Pot/PTFE Nos -

6D,13Providing and fixing expansion joints complete as per drawing and

Technical specification and confirming to MORT&H modified interim

specifications as per clause 2609 and 2610.)

6B,18b 6D,13ab) Strip seal type of expansion joint complete as per drawing and

Technical specification for+/-20 mm Rm

6B,18d 6D,13bc) Strip seal type of expansion joint complete as per drawing and

Technical specification for+/-40 mm -

6B,18d 6D,13cc) Strip seal type of expansion joint complete as per drawing and

Technical specification for+/-50 mm -

6B,18e 6D,13d

Modular Strip / Box Seal Joint (Providing and laying of a modular

strip Box steel expansion joint including anchorage catering to a

horizontal movement beyond 70 mm and upto 140mm, complete

as per approved drawings and standard specifications to be insta

-

6A,15 Underpass Top Slab Sqm - 6A,15 Underpass Bottom Sqm -

6D,14Plain Cement Concrete (Grade M15) for levelling course belowapproach slabs complete as per drawings and Technical Specification

Sections 2700.

-

6D,14 6D,14 PCC M 15 grade Cum -

6D,15

Providing Reinforced Cement Concrete M 30 grade in approach

slabs complete as per drawings and Technical Specifications

1500,1600 and 1700 & 2704

-

6D,15A 6D,15a RCC M 30 grade Cum -


Specification clause no 1600. for 6D,18aMt -

5.10 6D,16 6D,16Providing weep holes in abutments, wing walls and return walls


5,2 - Nos 6D,17 6D,17Painting of VUP No. and span arrangement as per drawing and

Technical specifications clause no 800.Nos -

5,27a 6D,18 6D,18Providing floor finishes complete as per drawings and technical

specificationsSqm -

6D,19 6D,19Providing roofing complete as per drawings and technical

specificationsRm -

3,01a 6D,20 6D,20Filter media behind MSE walls complete with all leads and lifts as

per drawing and Technical Specification Clause 2200Cum -

6D,21 6D,21Providing precast steps complete as per drawings and technical

specificationsRm -

FYESTCOL 6D,22 6D,22 Structural steel MT -

3,01a 6D,23 6D,223

Providing and laying Filter material underneath pitching in slopes

complete as per drawing and Technical specifications and as


cum -

5,16a 6D,24 6D,24

Providing and laying Pitching on slopes laid over prepared filter

media including boulder apron laid dry in front of toe of

embankment complete as per drawing and Technical


cum -

6A,40 6D,25 6D,25

Brick Masonry Work in Cement Mortar 1:3 for parapet wall

complete excluding Pointing and Plastering, as per drawings and

technical specifications and as directed by the Engineer-in-charge.

Cum -

6A,41 6D,26 6D,26



Engineer-in-charge.

Sqm -

6A,45 6D,27 6D,27

Providing and Laying one coat of Zinc-rich epoxy primer and two

coats of coal tar epoxy paint (Total DFT =50+80+80 =210 microns)

to all concrete surfaces in contact with earth in foundation and

substructure including all cost of material ,labour, transpo

Sqm -

6A,46 6D,28 6D,28

Providing and applying elastic, elastomeric membrane forming

system with anticarbonation and breathing properties.The system

should be based on solvent free acrylic polymers with selected

mineral fillers and should be ultra-violet resistant, crack bridgin

Sqm -

6D,30

Providing and constructing friction slab M 40 grade including cost

of centering, shuttering and reinforcement as per approved

Drawings and Technical Specifications

-

7.25b b 6D,30a RCC Cum -


Specification clause no 1600. for 6D,30bMt -

6b,35 6D,31 6D,31 filling in foundations with Granular Moorum soil below the base

slab of Box as per drawing and Technical Specifications Cum -

6D,32Construction of Reinforced Earth structures (RES) complete as per


TA 6D,32a





sqm -

2,06a 6D,32b (ii) select fill in the reinforcing zone behind RE wall cum - 3.01 6D,32c (ii) Filter media in the reinforcing zone behind RE wall cum -

7.25a 6D,33 6D,33




RM -

7.25b 6D,34 6D,34

Providing and constructing RCC crash barrier with friction slab M

40 grade including cost of centering, shuttering and reinforcement

as per approved Drawings and Technical Specifications

RM -

TOTAL 0

6E,01Earthwork in excavation for foundation in structure including all leads and lifts as

per drawing and Technical specifications clause no 3045,01a 6E,01a a)Ordinary and soft Soils (material to be used in embankments) Cum -

5,01b 6E,01b b)Ordinary and soft Soils (material to disposal) Cum -

5,01c 6E,01c c)Hard rock Cum -

6E,02 6E,02 6E,02

Providing back filling behind abutments with ordinary grannular material of

approved quality including all leads and lifts complete as per Technical Specification

Clause 305.

cum -

2.06 6E,03 6E,03

Providing back filling behind abutments with selected imported grannular material

of approved quality including all leads and lifts complete as per Technical

Specification Clause 305.

cum -

6E,04

Providing Plain Cement concrete for levelling course etc., under foundations

including centering complete as per drawing and Technical Specification clauses

1500,1700,& 2100.

-

6E,04a 6E,04a PCC M 15 grade for levelling course cum -

6E,05Providing and laying Reinforced cement concrete for foundations complete as per

drawing and Technical Specifications Section 1500,1700, 2100 & 2200

6E,05a 6E,05a RCC M35 grade cum -

FYPASCOL 6E,05cHYSD bar reinforcement complete as per drawing and Technical Specification

clause no 1600. MT -

6E,05d 6E,05d RCC Grade M30 cum -

FYPASCOL 6E,05gHYSD bar reinforcement complete as per drawing and Technical Specification

clause no 1600. MT -

6E,05h 6E,05h RCCM35 Cum -

FYPASCOL 6E,05kHYSD bar reinforcement complete as per drawing and Technical Specification

clause no 1600. for 6E,05hMt -

6E,06

Bored cast in situ M 30 grade RCC Pile excluding reinforcement, including

socketting the piles in soft / hard rock as per drawing,Technical specifications

clause 1100 & 1700 (including initial and routine load tests)pile1000 6E,06a 1.0 m dia pile Rm -

pile1200 6E,06b 1.2 m dia pile Rm -

6A,386E,06c

Providing Steel Liner for Pile including Fabricating and Setting out as per Detailed

Drawing.MT -

6E,07

Structural Cement concrete for Reinforced cement concrete for ABUTMENT

including centering complete as per drawing Technical specification clauses

1500,1700,22006E,07B 6E,07B PCC M30 Cum -

6E,07c 6E,07c RCC M30 Cum -

Bill No. 6E: Subways, Foot Over bridge, Cattle/Pedestrian Underpasses

CODEItem

No.Description Unit Amount(Rs)CODE Quantity Rate (Rs)


CODEItem


FYPASCOL 6E,07fHYSD bar reinforcement complete as per drawing and Technical Specification

clause no 1600 for 6E,07cMt -

6E,07g 6E,07g RCCM35 Cum -

FYPASCOL 6E,07jHYSD bar reinforcement complete as per drawing and Technical Specification

clause no 1600. for 6E,07gMt -

6E,08

Structural Cement concrete for Reinforced cement concrete for ABUTMENT CAP


1500,1700,22006E,08a 6E,08a PCC M30 Cum -







6E,09

Structural Cement concrete for Reinforced cement concrete for DIRT WALL


1500,1700,22006E,09a 6E,09a PCC M30 Cum -







6E,10

Structural Cement concrete for Reinforced cement concrete for PEDESTAL


1500,1700,22006E,10a 6E,10a PCC M30 Cum -







6E,11Structural Cement concrete for Reinforced cement concrete for PIER including

centering complete as per drawing Technical specification clauses 1500,1700,2200


CODEItem


6E,11a 6E,11a PCC M30 Cum -







6E,12Structural Cement concrete for Reinforced cement concrete for PIER CAP including


6E,12a 6E,12a PCC M30 Cum -







6E,13

Structural Cement concrete for Reinforced cement concrete/PSC for GIRDER


809,1500,1700 6E,13a 6E,13a RCC M30 Cum -

FYPASCOL 6E,13dHYSD bar reinforcement complete as per drawing and Technical Specification

clause no 1600. for 6E,13aMt -

6E,13e 6E,13e RCC M35 Cum -

FYPASCOL 6E,13hHYSD bar reinforcement complete as per drawing and Technical Specification

clause no 1600. for 6E,13eMt -

6E,13n 6E,13i PSC M40 Cum -

FYacTCOL6E,13l

HT Steel for PSC concrete complete as per drawing and Technical Specification

1800,1009Mt -

FYPASCOL 6E,13mHYSD bar reinforcement complete as per drawing and Technical Specification

clause no 1600. for 6E,13iMt -

6E,13s 6E,13n PSC M50 Cum -

FYPASCOL 6E,13qHT Steel for PSC concrete complete as per drawing and Technical Specification

1800,1009 for 6E,13nMt -

FYPASCOL 6E,13rHYSD bar reinforcement complete as per drawing and Technical Specification

clause no 1600. for 6E,13nMt -

6E,13i 6E,13s RCC M50 Cum -


CODEItem


FYPASCOL 6E,13vHYSD bar reinforcement complete as per drawing and Technical Specification

clause no 1600. for 6B,13sMt -

6E,14Structural Cement concrete for Reinforced cement concrete/PSC for SLAB including


6E,14a 6E,14a RCC M30 Cum -



6E,14e 6E,14e RCC M35 Cum -

FYPASCOL 6E,14hHYSD bar reinforcement complete as per drawing and Technical Specification

clause no 1600. for 6E,14eMt -

6E,14m 6E,14i PSC M40 Cum -

FYacTCOL6E,14l

HT Steel for PSC concrete complete as per drawing and Technical Specification

1800,1009Mt -

6E,14i 6E,14m RCC M45 Cum -

FYPASCOL 6E,14pHYSD bar reinforcement complete as per drawing and Technical Specification

clause no 1600. for 6E,14mMt -

6A,15 6E,10 6E,10

Bituminous Concrete Wearing Course of total 62 mm thick comprising two layers of

25 mm thick Bituminous Concrete laid over a coat of 12 mm thick Mastic Asphalt

as per Technical Specification Sections 509, 515, 521, & 2700.

Sqm -

5.1200 6E,11 6E,11Providing and fixing drainage spouts complete as per drawing ,Technical

Specificationclauses 2705.Nos -

6E,12Providing and fixing bearings complete as per drawing and Technical Specification

2000,2200 and 2300.-

ELASTO 6E,12a a) Elastomeric bearings CC -

6E,12b 6E,12b b)Pot/PTFE Nos

6E,13

Providing and fixing expansion joints complete as per drawing and Technical

specification and confirming to MORT&H modified interim specifications as per

clause 2609 and 2610.)

-

6E,13 6E,13a) Expansion joint complete as per drawing and Technical specification for+/-20

mm Rm

6E,14Plain Cement Concrete (Grade M15) for levelling course below approach slabs

complete as per drawings and Technical Specification Sections 2700.-

6E,14 6E,14 PCC M 15 grade Cum -

6E,15Providing Reinforced Cement Concrete M 30 grade in approach slabs complete as

per drawings and Technical Specifications 1500,1600 and 1700 & 2704-


CODEItem


6E,15a 6E,15a RCC M 30 grade Cum

FYPASCOL 6E,15cHYSD bar reinforcement complete as per drawing and Technical Specification

clause no 1600. for 6E,18aMt

5.1 6E,16 6E,16Providing weep holes in abutments, wing walls and return walls complete as per

drawing and Technical Specification 2706.Nos

6A,25 6E,17 6E,17Painting of structure No. and span arrangement as per drawing and Technical

specifications clause no 800.Litre

6E,20 6E,18 6E,18 Providing floor finishes complete as per drawings and technical specifications Sqm

6E,21 6E,19 6E,19 Providing roofing complete as per drawings and technical specifications Rm

3.01 6E,20 6E,20Filter media behind MSE walls complete with all leads and lifts as per drawing and

Technical Specification Clause 2200Cum

6E,23 6E,21 6E,21 Providing precast steps complete as per drawings and technical specifications Rm

FYESTCOL 6E,22 6E,22Providing, Fabricating and erecting Structural steel members for Foot over Bridge

as per Drawing and Technical Specification.Mt -

6E,23Structural Cement concrete for Reinforced cement concrete SUBWAY including


6E,23a 6E,23a RCC M35 Cum -



6E,24 Other miscellaneous items required for subway & Foot Over Bridges6E,30a 6E,24a Door at Pump Room Nos

6E,30b 6E,24b Wire Mesh in Sky Light Sqm

6E,30c 6E,24c Polycarborated Sheet sqm -

6E,30d 6E,24d NB Pipe Rm

6E,30e 6E,24e Tiles at Floor Sqm

6E,25 6E,25

Providing and Laying one coat of Zinc-rich epoxy primer and two coats of coal tar

epoxy paint (Total DFT =50+80+80 =210 microns) to all concrete surfaces in contact

with earth in foundation and substructure including all cost of material ,labour,

transportation and preparing the surfaces by cleaning, washing, brushing,

sand/grit blasting etc. complete as directed by engineer and as per specification.

Sqm


CODEItem


6E,26 6E,26

Providing and applying elastic, elastomeric membrane forming system with

anticarbonation and breathing properties.The system should be based on solvent

free acrylic polymers with selected mineral fillers and should be ultra-violet

resistant, crack bridging type, carbonation resistant, breathable, environment

friendly, water proofing coating. For anticarbonation, equivalent Air layer

Thickness denoted as R or SDCO2 50 m and for breathability equivalent Air layer

Thickness denoted as SDH2O shall be 4 m for vapour transmitting barrier. The

system consists of one coat primer @ 75-100 g/m2 .The consumption of main

polymer coating to give film thickness of 200 - 225 microns (solid contents, 70%

Sqm

9.20Construction of Reinforced Earth structures (RES) complete as per approved

drawings and Technical Specification Section 3100.-

TA 9.20a

(i) Providing and erecting precast concrete facia panels of M35 grade including

reinforcement, soil reinforcing element, foundation pad, all accessories,

components and drainage system including ground improvement complete as per

Technical specification.

sqm -

2,06a 9.20b (ii) select fill in the reinforcing zone behind RE wall cum -

Total -

7.01 7.01 7.01

Dismantling of existing cement concrete wearing coat including

bituminous overlay, expansion joints and drainage spouts manually

or with the help of jack hammers including its removal and disposal

and preparation of surface to receive a layer of mastic asphalt

complete without causing any detrimental effect to any part of the

bridge structure with all lifts and leads complete as per MoRT&H

Technical specifications clause 2809

Sqm. -

7.02 7.02 7.02

Dismantling, removal and disposal of existing concrete, reinforced

concrete in railings, ( including pipes if any) kerbs, footpath slab

concrete in wing walls/ return walls, piers and abutments etc.

including cutting, separating and cleaning of reinforcement and

preparation of surface to receive concrete for crash barrier

complete without causing any detrimental effect to any part of the

bridge structure with all lifts and leads complete as per MoRT&H

technical specification clause 2809

m -

7.03 7.03 7.03

Dismantling, removal and disposal of existing brick/stone masonry

in wing walls / returns, parapet etc. with all lifts and leads complete

as per drawing and as per MoRT&H technical specifications 202

cum -

7.04 7.04 7.04

Providing 20 mm dia., 150 mm deep, dowel holes in deck slab at

locations of parapet and expansion joints including with epoxy resin

with all lifts and leads complete as per drawing and as per MoRT&H

Technical specifications 2800.

No. -

7.05 7.05 7.05

Providing and laying over existing deck surface, bituminous

concrete wearing coat of minimum 15 mm thickness at edge and

with bi- directional or uni-directional slope over 12 mm thick mastic

asphalt with all lifts and leads complete as per drawing and as per

MoRT&H Technical specifications clause 509,515 & 2702

cum -

7.06 7.06 7.06

Providing M-30 grade cement concrete parapet including

reinforcement, welding to existing reinforcement of deck slab and

dowel bars, hand railing complete, excluding drilling of dowel holes

and epoxy grouting thereof, with all lifts and leads complete as per

drawing and as per MoRT&H Technical specifications

1500,1600&1700

-

7.07 7.07 7.07 a) With footpath m - 7.08 7.08 7.08 b) Without footpath m -

Billno.7: Repair and Rehabilitation of bridges and culverts






7.09 7.09 7.09

Providing and laying of compression seal joint consisting of steel

armoured nosing at two edges of the joint gap suitably anchored to

the deck concrete and a preformed chloroprene elastomer or closed

cell foam joint sealer compressed and fixed into the joint gap with

special adhesive binder to cater for a horizontal movement upto 40

mm and vertical movement of 3 mm with all lifts and leads

complete as per drawing and as per MoRT&H technical specification

clause 2600

m -

7.10 7.10 7.10

Cleaning and making of expansion joint as per technical

specification and direction of engineer in charge complete as per

MoRT&H Technical specifications

m -

5.12 7.11 7.11

Providing and fixing drainage spouts complete including sealing

with approved water proofing material area around the spout with

al lifts and leads complete as per drawing and as per MoRT&H

Technical specifications 2705

No. -

7.12 7.12 7.12

General cleaning of drainage spouts complete including sealing with

approved water proofing material area around the spout with al lifts

and leads complete as per drawing and as per MoRT&H Technical

specifications 2705

No. -

7.13 7.13 7.13General cleaning and greasing of Bearing complete as MoRT&H

Technical specifications/ direction of Engineer-in-charge No. -

7.14 7.14 7.14

Chipping of loose & leached concrete to expose reinforcement till

sound concrete is reached, including cleaning the surface with high

pressure sand blasting or water jet etc with all lifts and leads

complete as per MoRT&H Technical specifications

cum -

7.15 7.15 7.15

Repair to leached, honeycombed, palled concrete with average 20

mm thick polymer modified cementitious mortar including

cleaning of exposed reinforcement if any with all lifts and leads

complete as per MoRT&H technical specifications 2804

Sqm. -




7.16 7.16 7.16

Guniting concrete surface with cement mortar applied with

compressor after cleaning surface and spraying with epoxy upto 50

mm thick with all lifts and leads complete as per MoRT&H technical

specifications clause 2807

Sqm. -

7.17 7.17 7.17

Repair to void in arches with polymer modified cementitious

mortar with all lifts and leads complete as per MoRT&HTechnical

specifications.

Sqm. -

7.18 7.18 7.18

Sealing of cracks in concrete in pier/abutment, caps, slabs, girders,

pedestal walls etc. with epoxy resin injection with all lifts and leads

complete as per MoRT&H Technical specifications 2803

kg -

7.19 7.19 7.19

Sealing of cracks in masonry structures in arches, wing walls/ return

walls, piers and abutments with cement grout injections with all

lifts and leads complete as per MoRT&H Technical specifications

2806

kg -

7.20 7.20 7.20

Cleaning and removing of all debris from pier caps, abutment caps

and around bearings of existing bridges including provision of

access platform/scaffolding with all lifts and leads complete as per

MoRT&H Technical specifications

No. -

7.21 7.21 7.21

Providing and applying 1:3 cement sand mortar 20 mm thick in 2

layers on exposed surface of masonry of existing wing walls/return

walls, abutments, piers etc. including of all existing plaster with all

lifts and leads complete as per MoRT&H technical specifications

1300&2200

Sqm. -

7.22 7.22 7.22Dismantling existing side slope stone pitching with all lifts and leads

complete as per MoRT & H Technical specification clause 202. Sqm. -

7.23 7.23 7.23

Raking out & cleaning existing mortar joints in SSM/CRM and

replacing the same with CM 1:3 with all lifts and leads complete as

per MoRT&H technical specifications 1300

Sqm. -

7.24 7.24 7.24Providing applying epoxy for bonding of old concrete with new

concrete as MoRT&H Technical specifications 2805 Sqm. -

7.25 7.25 7.25 New Crash Barrier m5.16 7.26 7.26 Stone Pitching Cum - 3.01 7.27 7.27 Filter Media Cum -

1,03b 7.28 7.28 Dismantling of Apporach Slab Cum -

Total -




Add 1 RCC M-25 grade for jacketing of existing sub structure CumAdd 2 Reinforcement for jacketing of existing sub structure TonneAdd 3 Bituminous wearing coarse 65mm thick SqmAdd 4 New strip seal expansion joint 40mm movement Lin.m.

1,02a Add 5 Cleaning of Vegetation Ha 0

Total -

8.01 8.01 8.01

Carrying out repairs to pot holes and patching to existing

Bituminous carriageway surfacing using semi dense bituminous

concrete with all lifts and leads complete as per MoRT&H technical

specification clause 3004 and as per the direction of engineer.

Sq.m

8.02 8.02 8.02

Providing and applying tack coat with bituminous emulsion at the

rate of 0.2 kg per sqm with all lifts and leads complete as per

MoRT&H technical specification clause 503.

Sq.m

8.03 8.03 8.03

Providing and laying renewal coat with semi dense bituminous

concrete of 25mm thick with all lifts and leads complete as per

MoRT&H technical specification 508 clause.

Cum

Total -

Add 1Sealing of cracks in bituminous surface with fog seal as per

technical specification clause 3004Sqm

Bill No. 8: Maintenance of roads

CODE Rate (Rs) Amount(Rs)CODEItem

No.Description Unit Quantity

Bill No 9: Drainage and Protective Works

9.01

Earthwork in excavation for all types of soil for road side drains

and retaining walls to the requied line and grade complete as per

drawing and Technical Specification Clause 309

0

5,01a 9,01a a)Ordinary and soft Soils (material to be used in embankments) Cum 0

5,01b 9,01b b)Ordinary and soft Soils (material to disposal) Cum 02,01c 9,01c c)Hard rock Cum 0

9.02 9.02 9.02

Providing Plain Cement Concrete M15 in foundation, of drain and

retainingwall including cost of all materials, labour, mixing

transportation, placing, vibration,curing etc as per Technical

Specification Sections 1400, 1700

cum 0

9.03

Providing reinforced Cement Concrete M20 in foundation and

sides of drain and retainingwall including centering and shuttering,

vibration,curing etc as per Technical Specification Sections 1500,

1700

0

9,03a 9,03a RCC M 20 grade Cum 0

FYPASCOL 9,03cHYSD bar reinforcement complete as per drawing and Technical

Specification clause no 1600. for 9,03aMt 0

9.04 9.04 9.04

Supplying and fixing of cast iron grating of size 100mm x 200mm in

covered drain and for entry of water at junction as per Technical

Specification Clause 309.

No 0

5.10 9.05 9.05Providing and fixing weep holes as per drawing and Technical

Specifications Clause 2706No 0

9.06 9.06 9.06

Construction of reinforced cement concrete M-15 graded inlet

Chamber / catch Pit / Gully Pit with GI bar grating including

reinforcement etc. complete as per drawing and Technical

Specification Sections 1500, 1600, 1700 & 1900.

No 0

9.07 9.07 9.07

Providing Man holes in median in super elevated zones (including

inlet arrangements, 600mm dia. Pipe connecting to out let with

bedding and outfall protection works, head walls etc.) as per

drawing

No 0

9.08 9.08 9.08

Providing and constructing brick masonry in cement mortar 1:3 in

walls and base of open lined surface drain, head wall of pipe drain

with all leads and lifts as per drawings and Technical Specifications

Clause 309 and Sections 1400.

cum 0

9.09

Providing NP-4 RCC pipe including laying, backfilling complete as

per drawings and Technical Specification Clause 309 and Section

2900.

0

9,09a 9,09a 450 mm internal dia Rm 05,08b 9,09b 1000 mm internal dia Rm 0

9.10 9.10 9.10

Providing 75mm dia PVC pipe including laying, backfilling complete

as per drawings and Technical Specification Clause 309 and Section

2900.

Rm 0

Rate (Rs) Amount(Rs)CODE

Item

No.CODE Description Unit

Quantity

Bill No 9: Drainage and Protective Works

Rate (Rs) Amount(Rs)CODE

Item

No.CODE Description Unit

Quantity

5.16 9.11 9.11

Providing and laying stone pitching on embankment slopes for

earth protection complete as per Technical Specification Clause

2504.

cum 0

3.01 9.12 9.12Providing and laying filter media underneath stone pitching

complete as per drawings and Technical Specification Clause 2504.cum 0

9.13 9.13 9.13

Providing ruled pointing in 1:3 Cement Sand mortar in coursed

rubble masonry complete as per Technical Specification Clauses

1312 and 1405.

sqm 0

9.14 9.14 9.14Providing and laying pipe duct, 150 mm dia as utility duct and pipe

drain complete as per drawings and Technical Specification.Rm 0

9.15 9.15 9.15Providing 100mm diameter PVC pipe for weep holes in retaining

wall complete as per Technical Specification Clause 2706.Rm 0

9,18a 9.16 9.16a Providing chute drain at slopes at high embankment reaches Rm 09,18b 9.16b Energy dissipation chamber No 014.05 9.17 9.17a Rain water harvesting drain No 0

7.25a 9.18 9.18a




RM 0

7.25b 9.19 9.19a


grade including cost of centering, shuttering and reinforcement as

per approved Drawings and Technical Specifications

RM 0

9.20Construction of Reinforced Earth structures (RES) complete as per

approved drawings and Technical Specification Section 3100.0

TA 9.20a





sqm 0

2,06a 9.20b (ii) select fill in the reinforcing zone behind RE wall cum 0

5.16Pitching (200 Thick) for Lined Trapezoidal ditch (0.5m+0.8m+0.5m)

(length = 100760 m)cum 0

0

Total 0

3.01 Add 1 Providing Filter media behind drain walls cum 09,03c Add 2 M-30 grade in Foundation / bottom slab of drains cum 0

FYPASCOL Add 3 Reinforcement for foundation / bottom slab MT 09,03c Add 4 M-30 grade in side walls of drain cum 0

FYPASCOL Add 5 Reinforcement for side walls MT 09,03c Add 6 M-30 grade in top slab of drain cum 0

FYPASCOL Add 7 Reinforcement for top slab MT 03.01 Add 8 Backfilling behind walls of special drain with granular material cum 0

PCCM20BV Add 9 PCC M-20 grade in head walls cum 05.17 Add 10 Providing stone oulder apron cum 0

2,06a Add 11 Providing Granular material Bedding for pipe culverts cum 0

Total 0

Bill No. 10: Traffic signs, Road markings and other road appurtunences

10.01

Providing Plain Cement Concrete of M20 grade for Kerbs including

form work , machinery, labour , material and all leads and lifts etc.

complete as per drawing and Technical Specification Sections 408

1500, 170010,01a 10,01a a) For Kerbs LM 0

10,01b 10,01b b) Foundation kerbs(M10 grade) LM 0

10.02

Supplying and fixing at site retro-reflectorised type sign boards/

signs made of encapsulated lense type of reflective sheeting fixed

over aluminum sheeting 2.0 mm thick complete including vertical

pipes / angles / posts etc., all complete as per drawing and

Technical Specification Clause 801

a) Informatory signs

10,02a 10,02a (i) Advance direction, (size 1200 x 1500 mm) including lettering No. -

10,02b 10,02b (ii) Direction including lettering ( size 450 x 900 mm) No. -

10,02c 10,02c (iii) Place identification including lettering No. -

10,02d 10,02d (iv) NH & SH Route Markers ( size 450 mm x 600 mm ) No. -

10,02e 10,02e (v) Facility Information signs (800 mm x 600 mm) No. 0

10,02f b) 10,02f Cautionary/ Warning signs ( 900 mm Eq. triangle) No. 0

10,02g c) 10,02g Mandatory / Regulatory sign ( Stop sign) No. 0

10,02g c) 10,02h Circular No. 0

0

10.03

Supply and fixing overhead sign complete as shown in drawings, as

per Technical Specification Clause 802, and as directed by the

Engineer.

0

10,03a 10,03a a) Cantilever type overhead sign No. 0

10,03b 10,03b b)Portal mounted overhead sign No. 0

10.04

Pavement marking with hot applied thermoplastic compound

materials for road markings with surface application of glass beads

at specified rate complete as per drawing or directed by the

Engineer and Technical Specification Clause 803 for 2.5 mm

thickness of marking and consisting of:

0

10,04a 10,04a a) Lane, Centre line, Edge and other marking along strips Sq.m 0

10,04b 10,04b (b) Diagonal and Chevron marking Sq.m 0

10,04c 10,04c (c) STOP, Stop Lines, Pedestrian marking, etc. Sq.m 0

10,04d 10,04d d) Directional arrows No. 0


No.Description Quantity Rate(Rs)CODE




10.05

Providing and fixing Reinforced Cement Concrete M15- Grade

Stones including excavation, foundation concrete and

reinfrocement , inscriptions etc., all complete as per drawing and

Technical Specification Clause No.804.

0

10,05a 10,05a a) Boundary Stones / ROW Pillers No. 0

10,05b 10,05b b) 5th km. Stones No. 0

10,05c 10,05c c) Km.stones No. 0

10,05d 10,05d d) Hectometer stones No. 0

10.06 10.06 10.06Providing and fixing guard posts as per drawing and directed by the

engineerNo. 0

10.07Providing and fixing retro-reflectorised road indicators complete

as per drawing and Technical Specification Clause 8050

10,07a 10,07a a) Cluster of Red Reflector No. 0

10,07b 10,07b b) One way hazard marker No. 0

10,07c 10,07c c) Two way hazard marker No. 0

10,07d 10,07d d) Object hazard marker No. 0

10,07e 10,07e e)Road way delineator No. 0

10,07f 10,07f f) Raised pavement marker ( Road studs / cat eyes) No. 0

10,08b 10.08 10.08 Blinkers signal No. 0

10.09 10.09 10.09 speed breakers with rumble strips Rm 0

10.10 10.10 10.10Painting median and footpath Kerbs in alternate bands of 500 mm

wide in white and Black as per drawing and Technical Specification Sq.m 0

10.11 10.11 10.11Movable crash barrier ( New Jercy type) at Existing median

openingsL.M. 0

10.12 10.12 10.12

Providing and erecting " W " metal beam crash barrier complete

as per drawing and as approved by Engineer and Technical

Specification Clause 810

L.M. 0

10.13 10.13 10.13 Providing pedestrian guard rails and safety barriers L.M. 0

10.14 10.14 10.14 Fencing L.M. 0

10.15

Supply & fixing tubular gantry mounted overhead/ cantilever signs

as per IRC: 67-2001 including thorough descaling, cleaning, priming

and painting with two coats of epoxy paint (other than reflective

portion), back side painted with gray colour, post above ground in

black and white alternate bands & post below ground with three

coats of red lead paint as per Technical Specification Clauses 801

and 802.

0




10,15a 10,15a

(i) Erection of overhead gantry/ cantilever structure as per drawing

including steel work in trusses, steel tubes, cutting, fixing in

position with welding and bolted complete .

MT 0

10,02a 10,15b

(ii) Sign board made out of 2mm thick aluminum sheet, face to be

fully covered by high intensity grade retro-reflective sheeting fixed

on iron frame as per drawing with additional bracing at every 600

mm c/c if any dimension exceeds 1200mm.

sqm 0

10.16Providing and fixing road delineators complete as per drawings and

Technical Specification Clause 805.0

10,16a 10,16a

(i) Triangular object marker 300mm equilateral triangle containing

cluster of red reflector on frame of ISA 35mmx35mmx3mm with

fixing on post made of ISA 40mmx 40mmx 5mm at 650 mm above

ground level

No. 0

10,16b 10,16b

(ii) Rectangular hazard marker 900mm x 300mm containing black

and yellow zebra strips on frame of ISA 35mmx35mmx3mm with

fixing on post made of ISA 40mmx 40mmx 5mm at 600 mm above

ground level

No. 0

10,16c 10,16c

(iii) Roadway Indicator 1000mm high made by 100mm square MS

pipe containing rectangular reflector of 120mm x 80mm and

alternate white and black bands of 150mm including coverage of

reflector by 150mm high wire mesh

No. 0

10.17 10.17 10.17

Supplying, fixing and erecting steel bar railing duly painted in

separator/ median complete as per drawing and Technical

Specification Clause 304, 808 and Sections 1000, 1500, 1700 and

1900.

Rm 0

10.18 10.18 10.18

Providing and fixing 25mm thick M 20 grade plain cement concrete

precast chequered tiles as footpath/ separator over 25mm thick M

15 grade base bedded over 150mm thick granular sub-base

complete as per drawings and Technical Specification 409.

sqm 0

10.19 10.19 10.19

Painting of kerbs and concrete crash barrier with two coats of road

marking paint (grade I as per IS -164) as directed by the Engineer

complete as per drawing and Technical Specification Clause 803.

sqm 0




10.20 10.20 10.20

Providing and fixing 3 mm dia galvanized coated chain link fencing

75mm x75mm size and height 1m with MS posts supports and

allied works and accessories including necessary excavation,

concrete foundation in M15 grade complete as per drawing and

Technical Specification Clause 807.

Rm 0

10.21 10.21 10.21

Providing and fixing along Right of Way GI barbed wire fencing over

MS posts erected at every 3m complete as per drawing and

Technical Specification Clause 807.

Rm 0

Total 0

10,02e Add 1 Information signs (600 mm x 600 mm) Nr 0

10,02d Add 2 Information signs (450 mm x 600 mm) Nr 0

Total 0

Bill No.11: Toll Plaza

11.01 11.01 11.01

Providing Toll Booth buildings including arrangement of electric

supply , all electrical items like fans , lights , socket receptacles , and

complete wiring , with requisite earthing , providing fire alarm and

fighting system like smoke detector , electric hooter multizone

control & repeater panel with battery back-up , cabling and CO2

hand extinguisher,etc, all complete as per drawing and Technical

Specifications

Sqm

11.02 11.02 11.02 Roof over toll plaza (Canopy) Sqm -

11.03 11.03 11.03 Operation & Office building at toll plaza Sqm -

11.04 11.04 11.04 Pavement marking Sqm -

11.05 11.05 11.05 Toll plaza sign boards No. -

10,01a 11.06 11.06

Providing Plain Cement Concrete of M20 grade for Kerbs including

form work , machinery, labour , material and all leads and lifts etc.

complete as per drawing and Technical Specification Sections 408

1500, 1700

m -

10.10 11.07 11.07Painting of Road Kerbs in alternate bands of 500 mm wide in white

and Black as per drawing and Technical Specification Sqm -

PCCM15BV 11.08 11.08Providing and constructing dry lean concrete base of M 15 grade

complete as per drawing and Technical Specification Clause 601.cum

11.09 11.09 11.09

Providing generator room as shown on drawings including

arrangement for electric supply, all electric items with necessary

earthing as per additional Technical Specification and as directed by

the Engineer.

No. -

11.10 11.10 11.10

Providing and laying 38 mm thick precast cement concrete

chequered tiles of grade M-20 in cement mortar 1:3 over 25 mm

thick cement concrete M-15 grade and 150 mm thick granular sub-

base for constructing footpath / paved seperator / passenger

platform / paved part of islands / medians etc. in junction as well as

in other areas as per drawing and Tech. Specificaitons Clause 409.

sqm -

11.11 11.11 11.11 Providing electronic weigh bridge 100 Tonne capacity No. -

11.12 11.12 11.12 High mast lighting complete No. -

11.13 11.13

Providing , installing and commisioning electrically operated barrier

gates complete as per drawing and Technical Specifications shown

on drawing. 11,13a 11,13a a) For 3.2 m wide toll lane No. -

11,13b 11,13b b) For 4.5 m wide toll lane No. -

CODERate(Rs) Amount(Rs)

Item

No.Description Unit

QuantityCODE



Item

No.Description Unit

QuantityCODE

11.14 11.14 11.14 1.8 m high GI Barbed wire fencing complete m -

11.15 11.15 11.15 M-15 grade concrete in approaches of Channelizers cum

3.01 11.16 11.16

Construction of granular sub-base by providing close graded

material (Grading l) as per Table :400-1, mixing in a mechanical mix

plant at OMC, carriage of mixed Material to work site, spreading in

uniform layers with motor grader on prepared surface and c

cum -

11.17 11.17

Construction of un-reinforced, dowel jointed, plain cement concrete

pavement over a prepared sub base with 43 grade cement @ 400 kg

per cum, coarse and fine aggregate conforming to IS 383, maximum

size of coarse aggregate not exceeding 25 mm, mixed in a b

4.08 11.18 11.18Providing 150 mm thick DLC (M15) for toll plaza as per Technical

Specification Clause 601.Cum -

4.09 11.19 11.19Providing 300 mm thick PQC for toll plaza as per Technical

Specification Clause 602.Cum -

10,02e 11.20 11.20

Providing and fixing of retro- reflectorised cautionary, mandatory

and informatory sign as per IRC :67 made of high intensity grade

sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm

thick supported on a mild steel angle iron post 75 mm x 7

No. -

10,02e 11.21 11.21 800 mm x 600 mm rectangular No.

10,03b 11.22 11.22

Providing and erecting overhead signs with a corrosion resistant

2mm thick aluminium alloy sheet reflectorised with high intensity

retro-reflective sheeting of encapsulated lense type with vertical

and lateral clearance given in clause 802.2 and 802.3 and

No. -

10,15sb 11.23 11.23

Providing and erecting gantry mounted variable message sign board

electronically operated capable of flashing the desired message over

a designed support system of aluminium alloy or galvanised steel,

erected as per approved design and drawings and with l

No. -

10,07f 11.24 11.24

Providing and fixing of road stud 100x 100 mm, die-cast in

aluminium, resistant to corrosive effect of salt and grit, fitted with

lense reflectors, installed in concrete or asphaltic surface by drilling

hole 30 mm upto a depth of 60 mm and bedded in a sui

sqm



Item

No.Description Unit

QuantityCODE

10,07e 11.25 11.25

Supplying and installation of delineators (road way indicators,

hazard markers, object markers), 80-100 cm high above ground

level, painted black and white in 15 cm wide strips, fitted with 80 x

100 mm rectangular or 75 mm dia circular reflectorised panel

No. -

11,03a 11.26 11.26 Tunnel in Toll plaza m -

Total 0.00

Add 1 Single Toll Booth Nr. -

7.25a a

Add 2

Providing and fixing RCC M-30 grade in new jersey type crash barrier

at Toll islands including reinforcement , centering, shuttering all

complete as per Drawings and Technical Specifications Clause 1500

& 1700

Cum -

POLE9M Add 3 Single Arm Street lighting Nr. -

POLE9MD Add 4 Double arm street lighting for fixing in median Nr. -

Add 5Providing and fixing of retro- reflectorised informatory sign as per

IRC :6711.05 Kerb Signs for Toll Plaza >0.9 Sqm size Nr. -

Total 0

12,01 NO 12.01 12.01

Construction of rest area including parking facility, electrification,

plumbing, water supply, sewerage disposal system and street

illumination complete as per Technical Specification.

sqm 0

12.02 12.02 12.02

Construction of toilet block at truck lay-bye or any other place as per

drawing and additional Technical Specification and as directed by

the Engineer.

No. 0

12.03 12.03 12.03Digging and construction of bore well as per Technical Specification

completeNo. 0

12.04 12.04 12.04

Construction of passenger shelter at pick-up bus stop as per drawing

and additional Technical Specification and as directed by the

Engineer.

No. 0

Total -

Bill No.12: Wayside Amenities


Item

No.Description Unit

QuantityCODE

13.01 13.01 13.01 Construction of bus bay complete as per Technical Specification. sqm -

13.01 13.02 13.02 Construction of Truck bay complete as per Technical Specification. sqm -

12.04

13.03 13.03

Construction of passenger shelter at pick-up bus stop as per drawing

and additional Technical Specification and as directed by the

Engineer.

No. -

13.04 13.04 13.04 Lighting at bus bays / trucklay bays No. -

4.08 13.05 13.05Providing 150 mm thick DLC (M15) for truck laybye as per Technical

Specification Clause 601.Cu.m. -

4.09 13.06 13.06Providing 300 mm thick PQC for truck laybye as per Technical

Specification Clause 602.Cu.m. -

Total 0

Bill No.13: Bus/Trucklay Bay

CODE Rate(Rs) Amount(Rs)Item


14.01 14.01 14.01Planting of low height flowering plants and shrubs in one rows in

central median as per Technical Specification. KM -

14.02 14.02 14.02

Planting tree sapling by roadside with plants Kaner/ Thija/ Chandini/

Baugainvilla/ Gurhal/ Duranta as directed by the Engineer including

maintenance for one year complete as per Technical Specification.

No. -

14.03 14.03 14.03

Providing and fixing tree guard 0.6m square, 2m high fabricated with

MS angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire 3

mm dia welded and fabricated as per design in two halves bolted

together as per drawing and Technical Specification.

No. -

14.04 14.04 14.04

Providing and fixing litter bins made out of MS sheet having 30 liter

capacity with MS support and swivel arrangement complete as per

Technical Specification

No. -

14.05 14.05 14.05

Providing rain water harvesting arrangement as shown in drawing

with all materials etc., with all lifts and leads complete as directed by

the engineer

No. -

Total -

Bill No.14: Environmental Plan

CODE Rate(Rs) Amount(Rs)Item


15.01 15.01 15.01

Providing and laying chequered tiles 25mm thick precast cement

concrete chequered tiles of grade M20 in ordinary grey cement

with out chips in CM 1:3 over 50 mm thick cement concrete M10

grade and 150 mm thick Grannular Sub base including pointing of

tiles with neat cement as per drawing and Technical Specification

Clause 409.

Sq.m. 0

15.02 15.02 15.02

Providing min 300 mm dia NP4 pipes across the road (including

catchpits on both sides) for crossing of Utilities and as Pipe Syphon

as per Drawing and Technical specification Section. 2900

L.M. 0

15.03 15.03 15.03Inspection chamber in utility ducts as per drawing and Technical

Specification Section 2900Nos 0

15.04 15.04 15.04Traffic management and safety during construction operations as

per Technical Specification .& repair and maint. of roadKm. 0

15.05 15.05 15.05

Construction of temporary diversion and providing traffic safety

and control where necessary and as per direction of the Engineer

including maintenance thereof complete as per drawing and

Technical Specification Clause 112

L.M. 0

pole9m single arme ud 0

pole9md double arm ud 0hmast16m higmastil ud 0

polepipe 15.06 15.06 Providing lighting including excavation, pipes, cables L.M. 015.07 15.07 15.07 Conexion of lighting to general electric net Nos 0

15.08 15.08 15.08Mast lighting (with a high of xxx metres), with an arm of xxx metres,

and to comply with xxx lux, for toll plazaNos

hmast32m 15.09 15.09Mast lighting (with a high of xxx metres), with an arm of xxx metres,

and to comply with xxx lux, for intersectionNos 0

hmast32m 15.10 15.10Mast lighting (with a high of 30 metres), with an arm of xxx metres,

and to comply with xxx lux, for intersectionNos

10.18 15.11 15.11

Construction of footpath/separators by providing a 150 mm

compacted granular sub base as per clause 401 and 25 mm thick

cement concrete grade M 15, overlaid with 25 mm thick M20 grade

precast concrete tiles of size 300x300 mm in cement mortar 1:3

including provision of all drainage arrangements but excluding kerb

channel with all lifts and leads complete as per drawing and as per

MORT&H Technical specification clause 409 as directed by the

engineer.

sq.m. 0

Total 0.00

Bill No.15: Miscellaneous Works

CODE Quantity Rate(Rs) Amount(Rs)Item

No.Description UnitCODE

Complete_BOQ Format of Highway Project

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