1)Road (JBIC Pack 5)

8/4/2019 1)Road (JBIC Pack 5)

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Outer Ring Road - Phase II B

BIC Package 5

Abstract of Cost Estimate

Item Description Total Amount (in Rs.)

BILL NO: 1 - SITE CLEARANCEBILL NO: 2 - EARTHWORKS

BILL NO: 3 - SUB-BASE AND BASE COURSES

BILL NO: 4 - BITUMINOUS WORKS

BILL NO: 5 - CULVERTS

BILL NO: 6 - BRIDGES

BILL NO: 7 - ROAD JUNCTIONS

BILL NO: 8 - DRAINAGE AND PROTECTION WORKS

BILL NO: 9 - MISCELLANEOUS & SAFETY

BILL NO: 10 - MAINTENANCE , REPAIRS & REHABILITATION

AMOUNT FOR ELECTRIFICATION

Total Construction Cost

Cost/ KmContingencies @3%

Unforseen Items @ 2%Supervision Charges @3%

Total Cost

Shifting of Utilities

Environmental Cost

Land Acquisition and R&R Cost

Total Project Completion Cost

Abstract of Cost for JBIC Package 5 (From Km 72.00 to Km 83.00)

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JBIC Package 5

Cost Estimate

Item No. Description Unit Estimated Qty.Unit Rate

(Rs.)Amount (Rs)

1.00 BILL NO: 1 SITE CLEARANCE

1.01 Clearing and grubbing for road land complete as per Technical

Specification Clause 201Hect. 203.00 29517 5,991,951.00

1.02 Dismantling structures and pavement including disposal of resulting

materials, stacking and/or salvaging useful materials with all leads

and lifts complete as per Technical Specifications Clause 202

Buildings

1) Kutcha structures (Hutments type) Sqm 150.00 40 6,000.00

2) Semi-Pucca structures (Tiled roof/AC sheet roof) Sqm 7000.00 55 385,000.00

3) Pucca structures (RCC roof) Sqm 900.00 80 72,000.00

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

stumps& roots including stacking of serviceable material with all

leads & lifts and back filling with approved material in depression / pit

and as per Technical Specifications Section 200.

a) Girth above 300mm to 600mm Nr. 25.00 132 3,300.00

b) Girth above 600mm to 900mm Nr. 63.00 254 16,002.00

c) Girth above 900mm to 1800mm Nr. 25.00 467 11,675.00

d) Girth above 1800 mm Nr. 13.00 862 11,206.001.04 Back filling with approved sand flooded with water in the Deep wells

as per Technical Specifications Clause 305 and as directed by the

Engineer.

Cum 21266.00 196 4,168,136.00

1.05 Providing and laying Cement Concrete slab on wells including

centering and shuttering all complete as per Drawings and Technical

Specifications Sections 1500,1700, 2100 and Technical

Specifications Clause 304.

Cum 314 3460 1,086,440.00

TOTAL FOR BILL NO: 1

(CARRIED FORWARD TO SUMMARY)11,751,710.00

2.00 BILL NO: 2 - EARTHWORKS

2.01 Roadway excavation in all types of soils including ordinary rock

necessary for construction of roadway and drainage includes

dressing, trimming and compacting the cut formation in accordance

with requirements of lines, grades and cross fall complete anddisposal of all cut material including necessary stacking of suitable

material with all lifts and leads as per Technical Specification section

301.

a) In Soils cum 211920.00 66 13,986,720.00

b) In marshy soils cum 26490.00 74 1,960,260.00

c) In ordinary Rock cum 291391.00 86 25,059,626.00

2.02 Excavation for roadway in hard rock (requiring blasting) by drill ing,

blasting and breaking, trimming of bottom and side slopes in

accordance with requirements of lines, grades and cross sections,

loading and disposal of all cut material including necessary stacking

of suitable material with all lifts and leads complete as per Technical

Specification Section 301, 302 and additional technical specification.

a) Hard rock excavation cum 33682.00 232 7,814,224.00

b) Hard rock excavation with controlled blasting where blasting isprohibited

cum 9623.00 232 2,232,536.00

c) Hard rock excavation where blasting is prohibited cum 4812.00 538 2,588,856.00

d) Rebate towards the excavated useful hard rock available under

item nos.202.cum 38494.00 87 3,348,978.00

2.03 Construction of embankment with approved material obtained from

approved borrow areas complete with all leads and lifts as per

Technical Specification Clause 305.

cum 3451577.00 223 769,701,671.00

2.04 Construction of subgrade with approved material obtained from

approved borrow areas complete with all leads and lifts, satisfying

the soaked CBR value of Not less than 10% as per drawing and

Technical Specification Clause 305.

cum 510473.00 254 129,660,142.00

2.05 Construction of earthen shoulder with approved granular material

obtained from selected source with all leads and lifts etc., complete

as per drawing and Technical Specifications Clause 407.

cum 76741.00 254 19,492,214.00

2.06 (a) Construction of embankment with suitable materials deposited at site

from roadway and drainage excavation including all leads and lif ts

etc., complete as per Technical Specification Clause 305..

cum 331528.00 99 32,821,272.00

COST ESTIMATE for JBIC Package 5 (From Km 72.00 to Km 83.00)

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JBIC Package 5

Cost Estimate


(Rs.)Amount (Rs)

2.06 (b) Construction of subgrade with suitable materials deposited at site



cum 112246.00 130 14,591,980.00

2.06 (c) Construction of Shoulder with suitable materials deposited at site



cum 28417.00 130 3,694,210.00

2.06 (d) Construction of Median with suitable materials deposited at site from

roadway and drainage excavation including all leads and lif ts etc.,

complete as per Technical Specification Clause 305..

cum 1420.00 58 82,360.00

2.07 Removal of exist ing pavement layers/road crust for reconstruction

(all types of layers) complete as per Technical Specification Clause

301.

Cum 113.00 86 9,718.00

2.08 Loosening and re compacting of exist ing ground where the exist ing

ground is serving/suitable as subgrade complete as per Technical

Specifications Clause 301 & 305.

Cum 36653.00 56 2,052,568.00

2.09 Filling of median / island with approved material obtained from

selected source as per Technical Specifications Clause 305 and 407.

Cum 21957.00 182 3,996,174.00

2.10 Scarifying Existing Bituminous Surface layer(s) as per TechnicalSpecifications Clause 305.

Sqm 155.00 5 775.00


(CARRIED FORWARD TO SUMMARY)1,033,094,284.00

3.00 BILL NO: 3 - SUB-BASE AND BASE COURSES

3.01 Providing and Construction of Granular Sub-base complete as per

drawing and Technical Specifications Clause 401

Grading of Table - 400 -1 Grading I cum 247915.00 1307 324,024,905.00

3.02 Providing and Construction of wet mix macadam (WMM) base with

approved material complete as per MORTH Technical Specification

Clause No. 406

cum 217354.00 1349 293,210,546.00



4.00 BILL NO: 4 - BITUMINOUS WORKS

4.01 Providing and applying bituminous Primer Coat over granular surface

with bitumen emulsion complete as per Technical Specification

Clause 502.

a) @ 7.5 kg/ 10 sqm Sqm 887054.00 21 18,628,134.00

4.02 Providing and applying bituminous Tack coat over prepared surface

with bituminous emulsion all complete as per Technical Specification

Clause 503

a) @ 2.75 kg / 10 sqm over granular surface treated with primer Sqm 887054.00 8 7,096,432.00

b) @ 2.25 kg /10 sqm over bituminous surface Sqm 1497444.00 7 10,482,108.00

4.03 Providing and laying Bituminous Macadam (BM, Grading-2) course in

PCC using at the rate of 3.3% by weight of total mix of 60/70 grade

of bitumen, al l complete as per MORTH Technical Specification

Clause No. 501 & 504

cum 2395.00 4573 10,952,335.00

4.04 Providing and laying Dense Bituminous Macadam (DBM, grading-2)

course using 60/70 grade of bitumen complete as per MORTH

Technical Specification Clause No. 507.

cum 96912.00 5283 511,986,096.00

4.05 Providing and laying Semi-dense Bituminous concrete including cost

of cleaning and applying tack coat, as per the direction of the

Engineer and Technical Specifications Clauses 503 & 508.

Cum 1198.00 5493 6,580,614.00

4.06 Providing and laying Bituminous Concrete wearing course using

Modified Bitumen as per drawing and Technical Specification Clause

No. 509 & 521.

cum 39464.00 5844 230,627,616.00

4.07 Providing and laying Dry Lean Cement concrete (DLC) as per Table

600-1of Technical Specification Clause 601 with a minimum cement

content of 150kg/Cum.

Cum 4188.00 2521 10,557,948.00

4.08 Providing un-reinforced, dowel jointed, Pavement Quality Concrete

(PQC) of M 40 grade concrete with minimum cement content of

400kg/Cum, including all costs of jointing, edge cutting, dowel bars

etc., all complete as per drawing and Technical Specification Clause

602.

Cum 8376.00 4788 40,104,288.00

4.09 Providing and Laying cement concrete wearing coat M 30 grade

including reinforcement complete as per Drawing and Technical

Specification 2702

Cum 273.00 8565 2,338,245.00



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JBIC Package 5

Cost Estimate


(Rs.)Amount (Rs)

5.00 BILL NO: 5 - CULVERTS

5.01 Earthwork in excavation of foundation for structures complete with all

leads and lif ts as per drawing and Technical Specification Clause

304.

a) In all types of soil including ordinary rock by mechanical means(Excluding dewatering)

cum 642.00 83 53,286.00

b) In all types of soil including ordinary rock by mechanical means

(Including dewatering)cum 3855.00 91 350,805.00

c) In Hard rock requiring blasting cum 1285.00 227 291,695.00

d) In Hard rock where blasting is prohibited cum 642.00 340 218,280.00

e) Rebate towards the excavated useful hard rock available under

item nos.501cum 1542.00 87 134,154.00

5.02 Providing and laying approved sand fil ling in Foundation Trenches

as per Drawing & Technical Specification clause 1008 and

conforming to the IS-383

cum 2670.00 368 982,560.00

5.03 Back fil ling 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 and 305.

cum 10255.00 193 1,979,215.00

5.04 Providing and laying of Filter media of Stone aggregate conformingto 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 155.00 787 121,985.00

5.05 Providing and laying Plain cement concrete M 15 for leveling course

etc. including centering and shuttering all complete as per drawing

and Technical Specifications Section 1500 &1700

cum 974.00 3460 3,370,040.00

5.06 Providing and laying Plain cement concrete in open foundation &

substructure excluding cost of steel complete as per drawing and

Technical Specifications Section 1500,1700, 2100 & 2200

a) PCC Grade M 20 cum 1106.00 4237 4,686,122.00

b) PCC Grade M 25 cum 99.00 4612 456,588.00

5.07 Providing and laying Reinforced cement concrete for foundations &

substructure excluding cost of steel complete as per drawing and

Technical Specifications Section 1500,1700, 2100 & 2200a) RCC M 25 grade cum 3496.00 4724 16,515,104.00

5.08 Providing and laying Reinforced cement concrete for box / slab

culverts in superstructure excluding cost of steel complete as per

drawing and Technical Specifications Sections 1500, 1700 and 2300

a) RCC Grade M 25 cum 1135.00 5022 5,699,970.00

5.09 Providing, cutting, bending and fixing in position of TMT bar

reinforcement in reinforced concrete structures complete as per

drawing and Technical Specifications Section 1600

(a) Foundation Tonne 224.00 40155 8,994,720.00

(b) Substructure Tonne 304.00 40221 12,227,184.00

(c) Superstructure Tonne 169.00 40766 6,889,454.00

5.10 Providing, laying and jointing NP-4 (as per IS:458-2003) Pipes for

culverts, complete as per drawing and Technical Specifications

Section 2900 and IRC : SP No.13 - 1998.a) H.P NP-4, 1200 mm Dia Lm 800.00 8164 6,531,200.00

5.11 Providing and laying filter material underneath stone pitching in

slopes complete as per drawing and Technical Specification Section

2500.

cum 178.00 867 154,326.00

5.12 Providing and laying stone pitching in slopes complete as per

drawing and Technical Specifications Section 2500.Cum 435.00 667 290,145.00

5.13 Providing and laying Dry Boulder apron complete as per Drawings

and Technical Specifications Clause 2503.Cum 508.00 667 338,836.00

5.14 Providing and fixing Weep holes in abutments, wing walls and return

walls complete as per drawing and Technical Specification Clause

2706.

Nr. 352.00 188 66,176.00

5.15 Providing and laying wearing course comprising of 50mm Bituminous

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 surface, allcomplete as per clause 503, 509, 521, & 2702.

Sqm 210.00 461 96,810.00

5.16 Providing Marker Post for buried culverts including synthetic enamel

painting with necessary details as per IRC: 7-1971 and direction of

Engineer.

Nr. 70.00 906 63,420.00

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JBIC Package 5

Cost Estimate


(Rs.)Amount (Rs)

5.17 Providing and painting with Synthetic enamel paint of approved

quality for Culvert numbering, Type of Culvert and Details of Span

Arrangement as per IRC:7-1971 and as directed by Engineer

Sqm 114.00 41 4,674.00

5.18 Providing and Applying ordinary paints of approved quality on

surface of parapet/Crash Barrier of culverts as per drawing andTechnical Specifications Section 800.

Sqm 248.00 19 4,712.00

5.19 Providing and constructing RCC crash barrier M 20 grade including

cost of centering, shuttering and reinforcement as per approved

Drawings and Technical Specifications Clause 809 and as per IRC-6.

Lm 180.00 2535 456,300.00

5.20 Providing and fix ing galvanized Drainage Spouts along with drain

pipes complete as per drawing and Technical Specifications Clause

2705.

Nr. 16.00 509 8,144.00



6.00 BILL NO: 6 - BRIDGES

6.01 Earthwork in excavation of foundation for structures complete as per

drawing and Technical Specifications Clause 304 with all leads and

lifts upto 5000m.a) In ordinary soil by mechanical means(Excluding Dewatering) - (Depth

upto 3m)cum 26,602.00 73 1,941,946.00

b) In ordinary soil by mechanical means(including Dewatering) - (Depth

upto 3m)cum 13,518.00 77 1,040,886.00

c) In ordinary soil by mechanical means(Excluding Dewatering) - (3m-

6m)cum 2,650.00 84 222,600.00

d) In ordinary soil by mechanical means(Including Dewatering) - (3m-

6m)cum 2,770.00 90 249,300.00

6.02 Providing and laying approved granular material Filling in Foundation

Trenches as per Drawing & Technical Specification clause 1008 and

conforming to the IS-383

cum 7,827.00 426 3,334,302.00

6.03 Providing and constructing Back Fill behind abutments, wing walls,

retaining walls and return walls with selected material of approved

quality complete as per drawings and Technical Specifications

Clause 304 and 305.

-

With selected granular material of approved quality cum 30,357.00 224 6,799,968.00

6.04 Providing and constructing filter media behind abutments, wing walls,

retaining walls and return walls complete as per Drawings and

Technical Specifications Clause 305 and 2504.

cum 10,742.00 911 9,785,962.00

6.05 Providing and laying Cement Concrete in foundation including

centering and shuttering all complete as per Drawings and Technical

Specifications Sections 1500,1700, 2100 and Technical

Specifications Clause 304. (Excluding the cost of surface

reinforcement

- -

a) PCC Grade M 15 cum 2,755.00 4004 11,031,020.00

b) RCC Grade M 30 cum 14,807.00 5167 76,507,769.00

6.06 Providing and laying Cement Concrete in Sub-structure including

centering and shuttering etc. as per Drawings and Technical

Specifications Section 1500,1700 and 2200 (Excluding cost of steel)

-

a) RCC Grade M 30 -

(i) Upto 5m height cum 9,511.00 5492 52,234,412.00

(ii) 5m - 10m height cum 5,234.00 5656 29,603,504.00

(iii) >10m height cum 1,633.00 5891 9,620,003.00

b) RCC Grade M 40 -

(i) Upto 5m height cum 36.00 5651 203,436.00

(ii) 5m - 10m height cum 4.00 5745 22,980.00

6.07 Providing and laying Reinforced Cement Concrete in Super

structure complete as per Drawing and Technical Specifications

Section 1500, 1700 & 2300.(Excluding cost of steel). All values for

mix from batching plant

- -

a) RCC M 30 cum 4,822.00 6250 30,137,500.00

b) RCC M 35 cum 11,160.00 6513 72,685,080.00

6.08 Providing and laying Prestressed Cement Concrete in Super

structure complete as per Drawing and Technical SpecificationsSection 1500, 1700,1800 & 2300.(Excluding cost of steel). All values

for mix from batching plant

-

a) PSC Grade M 40 cum 1,246.00 6323 7,878,458.00

b) PSC Grade M 45 cum 1,333.00 6750 8,997,750.00

c) PSC Grade M 50 cum 345.00 7992 2,757,240.00

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JBIC Package 5

Cost Estimate


(Rs.)Amount (Rs)

6.09 Providing and laying Plain Cement concrete M-15 grade leveling

course below approach slab as per drawings and Technical

Specification Section 1500&1700

cum 742.00 4004 2,970,968.00

6.10 Providing and laying Reinforced Cement Concrete M-30 grade for

approach slabs including cost of reinforcement complete as per

Drawings and Technical Specifications Section 1500, 1600, 1700and Clause 2704.

cum 2,061.00 7306 15,057,666.00

6.11 Providing and laying (65mm thick) wearing course comprising of

50mm asphalt concrete over 15 mm thick mastic asphalt on top of

deck slab including cost of prime coat meeting the requirements

given in table 500-29, prepared by using mastic cooker and laid to

required level and slope after cleaning the surface, all complete as

per Technical Specifications Clause 509,515 , 2702.

Sqm 29,251.00 585 17,111,835.00

6.12 Crash Barrier -

Providing and constructing RCC crash barrier M 40 grade including

cost of centering, shuttering and reinforcement as per approved

Drawings and Technical Specifications Clause 809 and as per IRC-6.

Lm 2,330.00 3111 7,248,630.00

6.13 Providing and fixing the following types of expansion joints complete

as per Drawings and Technical Specifications Section 2600.-

a) Strip Seal Expansion Joint as per T.S. Clause 2607 Lm 999.00 7818 7,810,182.00

b) Burried expansion Joint as per Cl 2604 Lm 651.00 890 579,390.00

6.14 Providing and fixing galvanized Drainage Spouts along with drain

pipes complete as per drawing and Technical Specifications Clause

2705.

Nr. 220.00 590 129,800.00

6.15 Providing and fixing bearings complete as per Drawings and

Technical Specifications Section 2000.-

a) Elastomeric Bearings Cucm 1,984,448.00 0.82 1,627,247.36

b) Knuckle Bearing (POT TYPE) as per IRC-83 Part-I, Clause 904

and as per T.S.Clause 2003.2(b)

150.0 -200.0 MT Capacity Nr. 128.00 35000 4,480,000.00

6.16 Providing, cutting, bending and fixing in position of TMT

reinforcement complete as per Drawings and Technical

Specifications Section 1600.

-

a) In Foundation Tonne 1,168.00 46476 54,283,968.00

b) In Sub Structure Tonne 1,699.00 46552 79,091,848.00

c) In Super Structure Tonne 2,219.00 47183 104,699,077.00

6.17 High tensile steel wires/strands including all accessories for

stressing, stressing operations and grouting all complete as per

Technical Specifications Section 1800

Tonne 113.00 96025 10,850,825.00

6.18 Providing and laying fil ter mater ial underneath Stone pitching on

embankment slopes complete as per Drawings and Technical


cum 561.00 1004 563,244.00

6.19 Providing and laying Stone pitching in slopes complete as per

Drawings and technical Specifications Section 2500Cum 1,269.00 772 979,668.00

6.20 Providing and fixing weep holes in abutments, wing walls and return

walls etc. as per Drawings and Technical Specifications Clause

2706.

Nr. 6,775.00 217 1,470,175.00

6.21 Providing and painting with Synthetic enamel paints of approvedquality on bridges with Bridge No. and Span arrangements as per

IRC-7,1971 and as directed by Engineer

Sqm 112.00 48 5,376.00

6.22 Providing and Applying ordinary paints of approved quality on

surface of parapets/Crash Barriers as per Drawings and Additional

Technical Specifications.

Sqm 5,806.00 25 145,150.00

6.23 Providing and painting of f lood gauge on sub-structure to full height

and 500 mm width as per the drawings and IRC:67 -2001 as directed

by the Engineer.

Lm 46.00 106 4,876.00

6.24 Providing HDPE Service pipe 150 mm dia (5.30 mm thick) of

approved quality in footpath complete as per Drawings and directions

of the Engineer

Lm 946.00 350 331,100.00

6.25 Supplying & placing inposition Void formers completeas per

additional technical specificatins

a)1000mm dia Lm 2,754.00 2400 6,609,600.00

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JBIC Package 5

Cost Estimate


(Rs.)Amount (Rs)

6.26Providing and construction of a gabian structure for retaining earth

with segments of wire crates of size 7mx3mx0.6m each divided inti

1.5m compartments by cross netting, made from 4mm galvanised

steel wire @ 32kg per 10 sqm having minimum tensile strength of 30

Mpa confirming to IS:280 and galvanizing coating conforming to IS:

4826, woven into mesh with double twist, mesh size not exceeding

100x100mm, filled with boulders with leasr dimension of 200mm, all

loose ends to be tied with 4mm galvanized steel wire as per drawing

and Technical Specifications Clause 2503.3

Cum 1,380.00 1203 1,660,140.00

6.27Providing and constructing Back Fill behind Gabian walls with

boulders as per drawings and Technical Specifications Clause 2500Cum 7,150.00 772 5,519,800.00

6.28 Providing and Laying boulder apron on river bed for protection

against scour with stone boulders weighing not less than 40 kg, as

per Technical Specifications Section 2500

Cum 567.00 772 437,724.00



7.00 BILL NO: 7 - ROAD JUNCTIONS

7.01 Providing and Constructing footpath/paved separator platform/paved

part of medians and islands including cost of providing and laying

precast tiles of 25mm thick, preparation of base, drain pipes all

complete as per drawing and Technical Specifications Clause 409.

Sqm 58370.00 550 32,103,500.00

7.02 Providing and Laying NP-4 pipes of 1000 mm dia for utility culverts at

junctions complete as per drawing and Technical Specifications

Section 2900 and IRC: SP 13 1973.

Lm 456.00 14552 6,635,712.00



8.00 BILL NO: 8 - DRAINAGE AND PROTECTION WORKS

8.01 Providing and Laying of Turfing on embankment slopes and on

median islands with green grass sods as per Technical Specification

Clause No. 307

Sqm 256891.00 53 13,615,223.00

8.02 Providing and Laying granular filter material underneath stone

pitching on embankment slopes complete as per drawing and as per

clause 2500 and Additional Technical Specifications.

Cum 6086.00 867 5,276,562.00

8.03 Providing and Laying stone pitching on embankment slopes

complete as per drawing and Technical Specifications Section 2500

a) Dry Stone pitching with 300mm thick Cum 12174.00 667 8,120,058.00

8.04 Supplying & Planting flowering plants and shrubs in the median as

per additional technical specificationsKm 10.00 29017 290,170.00

8.05 Providing and constructing lined surface drains to the required lines

and grades as per drawing and Technical Specifications Clause 309

and Section 1700.

a) Covered drain with 100 mm thick M 25 grade RCC slab Lm 2821.00 3895 10,987,795.00

b) Median Transverse chutes with M 15 grade concrete in

superelevated portions with 750mm and 450mm wide openings.

Lm 580.00 644 373,520.00

c) Lined surface drains to the required lines and grades as per

drawing and technical specification clause 309Lm 50631.00 937 47,441,247.00

8.06 Providing and laying Plain Cement Concrete M 20 kerb as per

drawing and Technical Specifications Clauses 408 and Section 1700.

a) M-20 Grade Median Kerb "A" Type Section Lm 24624.00 289 7,116,336.00

b) M-20 Grade Median Kerb "L" Type Section Lm 3460.00 421 1,456,660.00

8.07 Providing and Construction of water chutes with NP-2 (as per IS-458-

1988) 300 dia RCC pipe (Semi circular) embedded in PCC M 15

including all costs of material and concreting works as per drawing

and Additional Technical Specifications.

Lm 7348.00 1095 8,046,060.00

8.08 Retaining wall

A Earthwork in excavation for foundation complete as per Technical

Specifications Clause 304 in all types of Soil.Cum 35722.00 104 3,715,088.00

B Providing, laying and compacting filter material behind retaining wallscomplete as per drawing and Technical specifications Clauses 305 &

2504

Cum 12285.00 787 9,668,295.00

C Providing and laying Plain cement concrete of M 15 grade in open

foundation & substructure complete as per drawing and Technical

Specifications Section 1500,1700, 2100 & 2200

Cum 4465.00 3460 15,448,900.00

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JBIC Package 5

Cost Estimate


(Rs.)Amount (Rs)

D Providing and laying M 30 grade Reinforced cement concrete for

foundation and structure complete as per drawing and Technical

Specifications Section 1500, 1700, 2100 and 2200 (Excluding Cost

of Steel)

Cum 9624.00 4465 42,971,160.00

E Providing and laying M 30 grade Reinforced cement concrete for

substructure complete as per drawing and Technical Specifications

Section 1500, 1700 and 2200 (Excluding Cost of Steel)

Cum 7761.00 4745 36,825,945.00

F Providing, Cutting, Bending and Fixing of TMT reinforcement (TMT

bars) for foundation, Structure complete as per Drawings and

Technical Specifications Section 1600

Tonne 1222.00 40221 49,150,062.00

G Providing and fixing weep holes in retaining walls as per Drawings

and Technical Specifications Section 2700.Nr. 15520.00 188 2,917,760.00

8.09 Providing and Constructing Water harvesting unit at every 500m

intervals on either side of the carriage way as per the drawings and

as Additional Technical Specification.

Nr. 46.00 34005 1,564,230.00

8.10 Construction of Reinforced Earth structures including supply of all

components with facia panels. Soil Reinforcing element, foundation

beam, capping beam including treatment/ improvement/

strengthening of ground, if required, complete as per Additional

Technical Specification.a) Facia Panels with Sloped Surcharge Sqm 16022.00 4500 72,099,000.00

b) Facia Panels with VerticalSurcharge Sqm 30487.00 4000 121,948,000.00

8.11 Providing and Laying of selected granular soil behind reinforced

earth structure including compaction complete as per Addit ional

Technical Specification.

Sqm 478376.00 254 121,507,504.00

8.12 Construction of RCC M 40 grade crash barrier and friction slab

including cost of reinforcement complete as per approved Drawings

and Additional Technical Specifications.

Lm 6996.00 16546 115,755,816.00



9.00 BILL NO: 9 - MISCELLANEOUS & SAFETY

9.01 Construction of HTM system which includes Emergency

communication system, Mobile communication system, Variable

Message Sign System, Meteoroligical Data system, Automatic traffic

counter-cum-classifier system & Power supply system as per

drawing and additional technical specifications

Nr. 1.00 10000000 10,000,000.00

9.02 Providing and fixing PCC/RCC hectometre, kilometre and 5th

kilometre stones including cost of reinforcement complete as per

Technical Specifications Clause 804.

a) 200-metre stone Nr. 176.00 330 58,080.00

b) Kilometre stone Nr. 36.00 1171 42,156.00

c) 5th km. stone Nr. 8.00 1954 15,632.00

9.03 Providing and Laying Pavement marking with hot applied

thermoplastic material complete as per drawing and Technical

Specifications Clause 803.

a) Lane/ Centre line/ Edge marking/ Transverse marking and any

other markingSqm 26086.00 520 13,564,720.00

b) Directional Arrows, Lettering etc. as per drawing No.61 of MORTH

Type Designs for Intersections on National HighwaysNr. 68.00 572 38,896.00

c) Pedestrian Crossing at junctions and median openings Sqm 459.00 520 238,680.00

9.04 Supplying and fixing sign boards and as directed by Engineer,

including the cost of posts, f it ting and fixing. Sheeting will be retro

reflective sheeting confirming to Section 800 and messages/borders

will be screen printed complete as per Technical Specifications

Clause 801.

A Informatory signs

a) Facility information Signs Sqm 398.00 3002 1,194,796.00

b) Direction / Place Identification signs Sqm 136.00 1877 255,272.00

c) Advance Direction / Destination / Reassurance / Place

Identification signsSqm 80.00 2118 169,440.00

d) Route marker signs(450mm x 600mm) Nr. 50.00 1306 65,300.00

B Cautionary signs, size triangular 1200mm side Nr. 58.00 1510 87,580.00

C Mandatory signs, size

a) Circular 600 mm dia Nr. 50.00 1313 65,650.00

b) Circular 900 mm dia Nr. 28.00 1517 42,476.00

c) Triangular 1200 mm side Nr. 50.00 1510 75,500.00

8 of 41


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JBIC Package 5

Cost Estimate


(Rs.)Amount (Rs)

9.05 Supplying and fix ing overhead signs including cost of posts, truss,

erection, f it ting and foundations. Sheeting will be retro reflective

micro sheeting confirming to section 800 and message/borders will

be screen-printed complete as per drawing and Technical


a) Four lane overhead Tubular Gantry Signs with retro reflectivesheeting of area 31.05 sqm

Nr. 12.00 186043 2,232,516.00

9.06 Providing and Fixing road delineators, Raised pavement markers etc.

complete as per drawing and Technical Specifications Clause 805,

812, 813 and as directed by Engineer.

a) Hazard Markers Nr. 400.00 201 80,400.00

b) Object Markers Nr. 104.00 201 20,904.00

c) Raised pavement markers (Road studs) Nr. 2898.00 572 1,657,656.00

d) Crash barrier indicators Nr. 880.00 100 88,000.00

9.07 Providing & Maintenance of mobile cellular phones of Nokia,

Samsung or equivalent make with SIM card for Employer, Engineer

and his supervisory staff including cost of mobile cellular phone and

using charges complete as per Technical Specifications Clause

123A.

Sets 900.00 3778 3,400,200.00

9.08 Providing and Maintaining vehicles for the Employer, Engineer andother supervisory staff including providing driver, POL etc. complete

as per Technical Specification Clause 124 .

a) Air Conditioned New Vehicle of capacity more than 2000cc (A/C),

Innova, Scropio, Quallis or Equivalent on Hire charges basis

Veh. Day 3600.00 1200 4,320,000.00

b) Air Conditioned New Vehicle of capacity more than 1400cc, Sumo,

Ambassador, Bolero or Equivalent on Hire charges basisVeh. Day 5400.00 1000 5,400,000.00

9.09 Supply of colour photographs (2 prints each) along with digital soft

copy stored in CD and printed photos mounted in album as per

Technical Specifications Clause 125

Nr. 500.00 23 11,500.00

9.10 Supplying additional prints (size 15cm x 10 cm) of colour record

photographs as per Technical Specification Clause 125.Nr. 200.00 10 2,000.00

9.11 Supplying colour VCD/DVD records before the construction, during

construction stage & after construction, consist ing of each set of

edited master cassettes and VCDs/DVDs with 4 copies each

complete as per Technical Specification Clause 126.

Sets 10.00 6900 69,000.00

9.12 Providing and Maintaining the detour temporary diversion partial

closure of existing carriage way, switch over of the traffic from

widened and unwidened section and vice versa including additional

safety boards and safety apparatus during construction as per

drawing and Technical Specification Clause No. 112 and Additional

Technical Specification and as per directions of the Engineer.

A Temporary barricading (Steel Type) with markings and arrows made

of retro reflective sheeting as directed by EngineerLm - month 1395.00 2000 2,790,000.00

B Temporary barricading using HDPE blocks in red and white coloursLm - month 4185.00 2000 8,370,000.00

C Retro reflective Cautionary / Warning signs Nr.- month 100.00 181 18,100.00

D Cones Nr.- month 30.00 120 3,600.00E Solar Blinkers Nr.- month 50.00 3600 180,000.00

F Red reflective tapes Lm 1000.00 5 5,000.00

9.13 Providing and fix ing Chain link fencing with L angles complete with

gate, painting, concrete base and foundation complete as per

drawing and Technical Specifications Section 1000 & 1900 and

Clause 807.

Lm 41933.00 2301 96,487,833.00

9.14 Providing passenger shelters for Bus Bays as per drawing and

Technical Specifications Section 1500, 1600 and 1700.Nr. 20.00 115100 2,302,000.00

9.15 Providing and fixing Galvanized Metallic "W" shape beam crash

barrier complete as per drawing and Technical Specifications Clause

810.

a) Metal Beam Crash barrier Lm 36120.00 1918 69,278,160.00

9.16 Supplying & fixing of Noise barriers as per the drawing & additional

technical specificationLm 13200.00 2719 35,890,800.00

9.17 Providing, Laying and Jointing NP-4 (as per IS:458-2000)

casing/conduit pipes for Main carriageway and NP-2 (as per IS:458-

2000) casing/conduit pipes for Service Roads for carrying the utility

line (cables etc.) complete as per Additional Technical Specification.

a) Dia 600 mm - NP 4 Lm 1545.00 2941 4,543,845.00

b) Dia 300 mm - NP 2 Lm 528.00 1163 614,064.00

9 of 41


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JBIC Package 5

Cost Estimate


(Rs.)Amount (Rs)

9.18 Providing, Laying and Jointing HDPE pipes (5.30mm thick) of

approved quality for carrying the utility cables, including bedding,

cost of pipes, labour charges, transportation charges, etc. complete

as per Drawing and as per Directions of the Engineer.

-

a) Dia 110mm ( a set of 8 pipes ) Lm 23080.00 2000 46,160,000.00

b) Dia 110mm Lm 21047.00 250 5,261,750.00c) Dia 160mm Lm 32075.00 350 11,226,250.00

9.19 Construction of Utility chambers for Utility cables etc. complete as

per drawings and as per the directions of the engineer.Nos 22.00 26100 574,200.00

9.20 Construction of Toll Plaza, Administrative Block & 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 with battery back-up cabling and CO2 hand

extinguisher, providing water supply including all pipes, fittings,

tanks, tube wells, pumps, valves etc. complete with septic tank,

sewer lines, etc all complete as per drawing and Additional Technical

Specifications.

-

(a) Administrative block (6.1x2.43) +Change rooms (12.2x2.43) Nos 3.00 600000 1,800,000.00

(b) Single Toll booths Nos 24.00 44000 1,056,000.00

9.21 Providing, installing and commissioning electrically operated barriergates complete as per Additional Technical Specification and

Manufacturer's Specification or as directed by Engineer.

-

a) For 3.5 m wide Toll lane Nos 24.00 100000 2,400,000.00

9.22 Providing and casting M-20 guard post 200mm x 200mm x 650mm

length including reinforcements 4 nos 12mm dia TMT Vertical bars

and 4 nos 8mm dia TMT stirrups over retaining wall as per drawing

and Technical Specifications 800, 1500, 1600, 1700 and as directed

by the Engineer

No 250.00 500 125,000.00

9.23(a) Construction of reinforced cement concrete M-15 grade Inlet

Chamber/Catch pit/Gully pit/Grease and Oil trap with GI bars grating

etc. all complete as per Drawing and Technical Specifications

Sections 1500, 1600, 1700 & 1900.

No 11.00 23200 255,200.00

9.23(b) Construction of reinforced concrete M-15 grade Hazardous ChemicalHolding Tank of suitable size at the locations approved by the

Engineer, as per Drawing and Technical Specifications 1500, 1600,

1700 & 1900.

No 1.00 61000 61,000.00



10.00 BILL NO: 10 - MAINTENANCE , REPAIRS & REHABILITATION

10.01 Carrying out routine maintenance of Highway embankment by

restoration of rain cuts, earthen shoulders as per Technical

Specifications Clause 3002 and as per the directions of the Engineer

(excluding bituminous work)

Cum 500.00 114 57,000.00

10.02 Carrying out treatment and repairs to pot holes and any necessary

patching to existing bituminous carriageway surfacing as perTechnical Specifications Clause 3004 and as per the directions of the

Engineer.

Shallow potholes (depth < 75 mm ) Sqm 700.00 257 179,900.00


(CARRIED FORWARD TO SUMMARY)236,900.00

AMOUNT FOR ELECTRICAL WORKS 23,135,428.00

GRAND TOTAL OF BILL OF QUANTITIES AMOUNT(Rs.) 4,322,149,658.00

10 of 41


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JBIC Package 5Detailed Estimates

Detailed Quantity Calculations for JBIC Package 5 (From Km 72.00 to Km 83.00)

Item

No.Nos. Length (m)

Breadth

(m)

Height

(m)Quantity Total Quantity Unit

1.00 BILL NO: 1 SITE CLEARANCE

1.01 Clearing and grubbing for road land complete as per

Technical S ecification Clause 201

Main Carriageway 1 11000.00 95.00 1045000.00

Deductions in main Carriageway for structures 1 516.83 95.00 -49099.23Service Roads 2 8735.00 27.50 480425.00

Rotaries 4 5541.77 22167.08

Road improvement 2 565.00 30.00 33900.00

Service roads on rotary portion 2 1528 27.50 84040.00

Deductions in service road for structures 2 82.80 27.50 -4554.00

Diversion road 1 4650.00 20.00 93000.00

Interchange:

ORR to free left 1 333.00 15.00 4995.00

Decceleration lane 1 100.00 15.00 1500.00

1 100.00 15.00 1500.00

Acceleration lane 1 100.00 15.00 1500.00

1 100.00 15.00 1500.00

ORR to Right 1 1208.40 17.50 21147.00


1 90.00 17.50 1575.001 450.00 17.50 7875.00

1 90.00 17.50 1575.00


1 100.00 17.50 1750.00

NH to free left 1 386.00 17.50 6755.00


1 100.00 17.50 1750.00


1 90.00 17.50 1575.00

1 450.00 17.50 7875.00

1 90.00 17.50 1575.00

NH to Right (Loop) 1 400.00 15.00 6000.00


1 100.00 15.00 1500.00

Acceleration lane 1 150.00 15.00 2250.001 90.00 15.00 1350.00

1 450.00 15.00 6750.00

1 90.00 15.00 1350.00

ORR to free left 1 207.00 15.00 3105.00


1 100.00 15.00 1500.00


1 100.00 15.00 1500.00

ORR to Right 1 1158.40 17.50 20272.00


1 90.00 17.50 1575.00

1 450.00 17.50 7875.00

1 90.00 17.50 1575.00


NH to free left 1 370.00 17.50 6475.00


1 100.00 17.50 1750.00


1 90.00 17.50 1575.00

1 450.00 17.50 7875.00

1 90.00 17.50 1575.00

NH to Right (Loop) 1 298.00 15.00 4470.00


1 100.00 15.00 1500.00


1 90.00 15.00 1350.00

1 450.00 15.00 6750.00

1 90.00 15.00 1350.00Road improvement under interchange 1 1090.60 45.00 49077.00

Service road in Inter change(From ORR) 1 584.00 27.50 16060.00

Service road in Inter change (From NH) 1 648.00 27.50 17820.00

Service road in Inter change (From ORR) 1 646.00 27.50 17765.00


Total Clearing and Grubbing 2008109.85 201.00 Hect.

Add Sundries 1 % 2.01 Hect.

GRAND TOTAL 203.00 Hect.

1.02 Dismantling structures and pavement including disposal of

resulting materials, stacking and/or salvaging useful

materials with all leads and lifts complete as per Technical

S ecifications Clause 202.Buildings

1) Kutcha structures (Hutments type) 150.00 150.00 Sqm2) Semi-Pucca structures (Tiled roof/AC sheet roof) 7000.00 7,000.00 Sqm

3) Pucca structures (RCC roof) 900.00 900.00 Sqm

Description

11 of 41


12/41




Item

No.Nos. Length (m)

Breadth

(m)

Height

(m)Quantity Total Quantity UnitDescription

1.03 Cutting of trees including cutting of trunks, branches and

removal of stumps& roots including stacking of serviceable

material with all leads & lif ts and back fill ing with approved

material in depression / pit and as per Technical

S ecifications Section 200.a) Girth above 300mm to 600mm 25.00 25.00 Nr.

b) Girth above 600mm to 900mm 63.00 63.00 Nr.

c) Girth above 900mm to 1800mm 25.00 25.00 Nr.

d) Girth above 1800 mm 13.00 13.00 Nr.

1.04 Back filling with approved sand flooded with water in the

Deep wells as per Technical Specifications Clause 305 and

as directed b the En ineer.21266.00 21,266.00 Cum

1.05 Providing and laying Cement Concrete slab on wells

including centering and shuttering all complete as per

Drawings and Technical Specifications Sections 1500,1700,

2100 and Technical Specifications Clause 304.

313.50 314.00 Cum

2.00 BILL NO: 2 - EARTHWORKS2.01 Roadway excavation in all types of soils including ordinary

rock necessary for construction of roadway and drainage

includes dressing, trimming and compacting the cut

formation in accordance with requirements of lines, grades

and cross fall complete and disposal of all cut material

including necessary stacking of suitable material with all lifts

and leads as per Technical Specification section 301.

a) In Soils

Main carriageway including Service roads on Both sides

(from Software Caclulations) - Annexure 1 (40% of

excavation Qty.)

194746.21 194,746.21

for Rotary including ramps & Service Roads 10090.91 10,090.91

for Interchan e includin ram s & Service Roads 8433.31 8,433.31

Deduct for L&R Portions 1 225.00 50.92 0.50 -2291.40Deduct for Structures -9150.13 (11,441.53)

TOTAL EXCAVATION 201,828.90 Cum

Add Sundries 5 % 10,091.00 Cum

GRAND TOTAL 211,920.00 Cum

b) In marshy SoilsMain carriageway including Service roads on Both sides


excavation Qt .)

24343.28 24,343.28


for Interchange including ramps & Service Roads 1054.16 1,054.16

Deduct for L&R Portions 1 225.00 50.92 0.50 -286.43

Deduct for Structures -1143.77 (1,430.19)


Add Sundries 5 % 1,261.00 CumGRAND TOTAL 26,490.00 Cum

c) In ordinary rockMain carriageway including Service roads on Both sides


excavation Qty.)

267776.04 267,776.04

for Rotar includin ram s & Service Roads 13875.00 13,875.00


Deduct for L&R Portions 1 225.00 50.92 0.50 -3150.68





2.02 Excavation for roadway in hard rock (requiring blasting) bydrilling, blasting and breaking, trimming of bottom and side

slopes in accordance with requirements of lines, grades and

cross sections, loading and disposal of all cut material

including necessary stacking of suitable material with all lifts

and leads complete as per Technical Specification Section

301, 302 and additional technical specification.

a) Hard rock excavation


(from Software Caclulations) - Annexure 1 (70% of Rock

excavation Qty.)

37867.32 37,867.32

Deduct for Rocky Portions (70%) 1 225.00 50.92 0.50 -4009.95





b) Hard rock excavation with controlled blasting where

blastin is rohibited

12 of 41


13/41




Item

No.Nos. Length (m)

Breadth

(m)

Height




excavation Qty.)10819.23 10,819.23


Deduct for Structures -508.34 (1,654.04)TOTAL EXCAVATION 9,165.19 Cum

Add Sundries 5 % 458.00 Cum


c) Hard rock excavation where blasting is prohibitedMain carriageway including Service roads on Both sides


excavation Qty.)5409.62 5,409.62


Deduct for Structures -254.17 (827.02)




d) Rebate towards the excavated useful hard rock availableunder item nos.202

38493.60 38,493.60

Total (by deducting 10% for wastage & 10% for Soil &

Unsuitable material from Items 2.02 a,b & c)38,494.00 Cum

2.03 Construction of embankment with approved material

obtained from approved borrow areas complete with all

leads and lifts as per Technical Specification Clause 305.Total embankment quantity as per Software calculations -

Main carriageway including Service roads on Both sides -

Annexure 1

3417824.13 3,417,824.13



Deduct for RE fill -478376.00

Deduct for Excut Material used in embankment -321872.22Deduct for Structures -160586.16 (960,834.37)

TOTAL EMBANKMENT 3,351,046.05 Cum


GRAND TOTAL 3,451,577.00 Cum

2.04 Construction of subgrade with approved material obtained

from approved borrow areas complete with all leads and lifts,

satisfying the soaked CBR value of Not less than 10% as

per drawing and Technical Specification Clause 305.

i) Main Carriage Way

Av.Width Av.Depth

Subgrade quantity for 8 laned carriageway 1 11000.00 50.92 0.50 280060.00

Deduct for Cutting Portions 1 225.00 50.92 0.50 -5728.50Deduct for Structures 1 476.58 50.92 0.50 -12133.83 262,197.67 Cum

ii) Service Roads (LHS) 2 8735.00 15.51 0.50 135479.85

Deduct for Structures 2 82.80 15.51 0.50 -1284.23

Deduct for Cutting Portions 1 2260.00 15.51 0.50 -17526.30

1 1590.00 15.51 0.50 -12330.45 104,338.87 Cum

iii) Diversion road 1 4650.00 14.80 0.50 34410.00 34,410.00 Cum

iv) Rotary

Main rotary 2 370.71 15.52 0.50 5753.39

Service Road rotary 4 226.19 15.52 0.50 7021.08

Ramps 8 331.25 16.52 0.50 21889.00

Acceleration lane 4 150.00 10.52 0.50 3156.00

Acceleration lane 4 90.00 8.77 0.50 1578.60Acceleration lane 4 450.00 7.02 0.50 6318.00


Decceleration lane 4 170.00 10.52 0.50 3576.80




Road Improvement 2 532.00 25.52 0.50 13576.64

Service roads 2 1528.00 15.51 0.50 23699.28 95,728.99 Cum

v) Interchange

ORR to free left 1 333.00 13.02 0.50 2167.83


1 100.00 5.76 0.50 288.00


1 100.00 5.76 0.50 288.00ORR to Right 1 1208.40 16.52 0.50 9981.38


1 90.00 14.02 0.50 630.90

1 450.00 11.52 0.50 2592.00

1 90.00 5.76 0.50 259.20

13 of 41


14/41




Item

No.Nos. Length (m)

Breadth

(m)

Height



1 100.00 5.76 0.50 288.00

NH to free left 1 386.00 16.52 0.50 3188.36


1 100.00 5.76 0.50 288.00Acceleration lane 1 150.00 16.52 0.50 1239.00

1 90.00 14.02 0.50 630.90

1 450.00 11.52 0.50 2592.00

1 90.00 5.76 0.50 259.20

NH to Right (Loop) 1 400.00 13.02 0.50 2604.00


1 100.00 5.76 0.50 288.00


1 90.00 12.27 0.50 552.15

1 450.00 11.52 0.50 2592.00

1 90.00 5.76 0.50 259.20

ORR to free left 1 207.00 13.02 0.50 1347.57


1 100.00 5.76 0.50 288.00

Acceleration lane 1 100.00 11.52 0.50 576.001 100.00 5.76 0.50 288.00

ORR to Right 1 1158.40 16.52 0.50 9568.38


1 90.00 14.02 0.50 630.90

1 450.00 11.52 0.50 2592.00

1 90.00 5.76 0.50 259.20


1 100.00 5.76 0.50 288.00

NH to free left 1 370.00 16.52 0.50 3056.20


1 100.00 5.76 0.50 288.00


1 90.00 14.02 0.50 630.90

1 450.00 11.52 0.50 2592.00

1 90.00 5.76 0.50 259.20

NH to Right (Loop) 1 298.00 13.02 0.50 1939.98


1 100.00 5.76 0.50 288.00


1 90.00 12.27 0.50 552.15

1 450.00 11.52 0.50 2592.00

1 90.00 5.76 0.50 259.20

Road improvement under interchange 1 1090.60 27.52 0.50 15006.66

Service road in Inter change(From ORR) 1 584.00 15.51 0.50 4528.92

Service road in Inter change (From NH) 1 648.00 15.51 0.50 5025.24

Service road in Inter change (From ORR) 1 646.00 15.51 0.50 5009.73

Service road in Inter change (From NH) 1 676.00 15.51 0.50 5242.38 105,281.13

Deduct for excut Material -108976.74 (108,976.74)

vi) Busbays 20 90.00 1.75 0.50 1575.00

20 30.00 3.50 0.50 1050.00 2,625.00

Sub Total 495,604.93 Cum



2.05 Construction of earthen shoulder with approved granular

material obtained from selected source with all leads and lifts

etc., complete as per drawing and Technical Specifications

Clause 407.i) Main Carriage Way Av.Width Av.Depth

Total Hard shoulder quantity 2 11000.00 3.43 0.43 32447.80

Deduction for structures 2 476.58 3.43 0.43 -1405.83 31,041.97 Cum

ii) Service Roads 2 8735.00 1.365 0.365 8703.99under foot path 2 8735.00 2.500 0.590 25768.25

Traingle 2 8735.00 0.730 0.183 2327.44

Deduction for structures 2 82.80 1.365 0.365 -82.51 36,717.18 Cum

iii) Diversion Road 2 4650.00 1.25 0.25 2906.25 2,906.25 Cum

iv) Rotary

Main rotary 4 370.708 1.430 0.000 0.00


Ramps 16 331.250 1.430 0.430 3258.97





Decceleration lane 4 170.000 1.430 0.430 418.13Decceleration lane 4 90.000 1.430 0.430 221.36




Service roads 2 1528.000 1.365 0.365 1522.58

14 of 41


15/41




Item

No.Nos. Length (m)

Breadth

(m)

Height


under foot path 2 1528.00 2.500 0.590 4507.60

Traingle 2 1528.00 0.730 0.183 407.14 14,890.96 Cum

v) Interchange

ORR to free left 2 333.000 1.430 0.430 409.52Decceleration lane 2 100.000 1.430 0.430 122.98

2 100.000 1.430 0.430 122.98


2 100.000 1.430 0.430 122.98

ORR to Right 2 1208.400 1.430 0.430 1486.09


2 90.000 1.430 0.430 110.68

2 450.000 1.430 0.430 553.41

2 90.000 1.430 0.430 110.68


2 100.000 1.430 0.430 122.98

NH to free left 2 386.000 1.430 0.430 474.70


2 100.000 1.430 0.430 122.98


2 450.000 1.430 0.430 553.41

2 90.000 1.430 0.430 110.68

NH to Right (Loop) 2 400.000 1.430 0.430 491.92


2 100.000 1.430 0.430 122.98


2 90.000 1.430 0.430 110.68

2 450.000 1.430 0.430 553.41

2 90.000 1.430 0.430 110.68

ORR to free left 2 207.000 1.430 0.430 254.57


2 100.000 1.430 0.430 122.98


2 100.000 1.430 0.430 122.98

ORR to Right 2 1158.400 1.430 0.430 1424.60


2 90.000 1.430 0.430 110.68

2 450.000 1.430 0.430 553.41

2 90.000 1.430 0.430 110.68


2 100.000 1.430 0.430 122.98

NH to free left 2 370.000 1.430 0.430 455.03


2 100.000 1.430 0.430 122.98


2 90.000 1.430 0.430 110.68

2 450.000 1.430 0.430 553.41

2 90.000 1.430 0.430 110.68NH to Right (Loop) 2 298.000 1.430 0.430 366.48


2 100.000 1.430 0.430 122.98


2 90.000 1.430 0.430 110.68

2 450.000 1.430 0.430 553.41

2 90.000 1.430 0.430 110.68





Service road in Inter change (From NH) 1 676.000 1.430 0.430 415.67 16,538.84 Cum

Deduct for excut Material -27589.05 (27,589.00) Cum

Sub Total 74,506.20 Cum

Add Sundries 3 % 2,235.00 CumGRAND TOTAL 76,741.00 Cum

2.06

a)

Construction of embankment with suitable materials

deposited at site from roadway and drainage excavation

including all leads and lifts etc., complete as per Technical

S ecification Clause 305.

321872.22 321,872.22

TOTAL CUT FILL 321,872.22 Cum



b)

Construction of subgrade with suitable materials deposited at

site from roadway and drainage excavation including all

leads and lifts etc., complete as per Technical SpecificationClause 305.

108976.74 108,976.74

TOTAL CUT FILL 108,976.74

Add Sundries 3 % 3,269.00

15 of 41


16/41




Item

No.Nos. Length (m)

Breadth

(m)

Height


GRAND TOTAL 112,246.00

c)

Construction of Shoulder with suitable materials deposited at


leads and lifts etc., complete as per Technical SpecificationClause 305.

27589.05 27,589.05


Add Sundries 3 % 828.00

GRAND TOTAL 28,417.00

d)

Construction of Median with suitable materials deposited at


leads and lifts etc., complete as per Technical Specification

Clause 305.

1379.45 1,379.45


Add Sundries 3 % 41.00GRAND TOTAL 1,420.00

2.07 Removal of existing pavement layers/road crust for

reconstruction (all types of layers) complete as per Technical

S ecification Clause 301.110.00 110.00

TOTAL CUT FILL 110.00 Cum


GRAND TOTAL 113.00 Cum

2.08 Loosening and re compacting of existing ground where the

existing ground is serving/suitable as subgrade complete as

per Technical Specifications Clause 301 & 305.

i) Main Carriage Way 1 225.000 50.920 0.500 5728.50ii) Left service Road 1 2260.000 15.510 0.500 17526.30

iii) Right service Road 1 1590.000 15.510 0.500 12330.45

35585.25 35,585.25 Cum



2.09 Filling of median / island with approved material obtained

from selected source as per Technical Specifications Clause

305 and 407.i) Main Carriage Way

Total Median fill quantity on main carriageway 1 11000.00 4.60 0.430 21758.00

Road Improvement for Rotary structure 2 532.00 2.10 0.430 960.79

Road Improvement for Interchange structure 1 1090.60 2.10 0.430 984.81

Deduct for Excut Material -1379.45

Deduct for Structures 1 476.58 4.60 0.430 -942.68Deduct for Median o enin s 6 5.00 5.00 0.430 -64.50

TOTAL Median/island filling 21316.97 21,316.97 Cum



2.10 Scarifying Existing Bituminous Surface layer(s) as per

Technical Specifications Clause 305.150.00 150.00 Sqm

TOTAL SCARIFICATION 150.00 Sqm

Add Sundries 3 % 5.00 Sqm

GRAND TOTAL 155.00 Sqm

3.00 BILL NO: 3 - SUB-BASE AND BASE COURSES

3.01 Providing and Construction of Granular Sub-base complete

as per drawing and Technical Specifications Clause 401

Grading of Table - 400 -1 Grading I


Av.Width

GSB Quantity for 8 laned road 1 11000.00 49.520 0.200 108944.00

Deduct for Structures 1 476.58 49.52 0.200 -4720.09 104,224.00 Cum

ii) CC Pavement below VUPs

Total VUPs 1 167.72 150.00 0.200 5031.60

Inter change structures 1 50.00 13.00 0.200 130.00

1 50.00 13.00 0.200 130.00

1 25.00 13.00 0.200 65.00

1 25.00 13.00 0.200 65.00

5421.60 5,421.60

iii) Service Roads 2 8735.00 14.11 0.200 49300.34


iv) Diversion Road 1 4650.00 13.40 0.200 12462.00 12,462.00 Cum

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Item

No.Nos. Length (m)

Breadth

(m)

Height


v) Rotary

Main rotary 2 370.71 14.12 0.20 2093.76


Ramps 8 331.25 15.12 0.20 8013.60

Acceleration lane 4 150.00 9.12 0.20 1094.40Acceleration lane 4 90.00 7.37 0.20 530.64









vi) Interchange

ORR to free left 1 333.00 11.62 0.20 773.89


1 100.00 5.81 0.20 116.20


ORR to Right 1 1208.40 15.12 0.20 3654.20


1 90.00 12.62 0.20 227.16

1 450.00 10.12 0.20 910.80

1 90.00 5.06 0.20 91.08


1 100.00 5.06 0.20 101.20

NH to free left 1 386.00 15.12 0.20 1167.26


1 100.00 5.06 0.20 101.20


1 90.00 12.62 0.20 227.16

1 450.00 10.12 0.20 910.80

1 90.00 5.06 0.20 91.08

NH to Right (Loop) 1 400.00 11.62 0.20 929.60


1 100.00 5.81 0.20 116.20


1 90.00 10.87 0.20 195.66

1 450.00 10.12 0.20 910.80

1 90.00 5.06 0.20 91.08

ORR to free left 1 207.00 11.62 0.20 481.07


1 100.00 5.81 0.20 116.20


1 100.00 5.81 0.20 116.20

ORR to Right 1 1158.40 15.12 0.20 3503.00

Decceleration lane 1 170.00 15.12 0.20 514.081 90.00 12.62 0.20 227.16

1 450.00 10.12 0.20 910.80

1 90.00 5.06 0.20 91.08


1 100.00 5.06 0.20 101.20

NH to free left 1 370.00 15.12 0.20 1118.88


1 100.00 5.06 0.20 101.20


1 90.00 12.62 0.20 227.16

1 450.00 10.12 0.20 910.80

1 90.00 5.06 0.20 91.08

NH to Right (Loop) 1 298.00 11.62 0.20 692.55



1 90.00 10.87 0.20 195.66

1 450.00 10.12 0.20 910.80

1 90.00 5.06 0.20 91.08






vii) Side Road Improvement

2 L VUPs 8 30.00 14.00 0.20 672.00

6L VUP 0 30.00 47.12 0.20 0.00

PUPs 14 30.00 10.12 0.20 850.08

Rotaries 4 30.00 29.99 0.20 719.76Inter change 2 30.00 29.99 0.20 359.88 2,601.72 Cum

viii) Busbays 20 90.00 1.75 0.20 630.00

20 30.00 3.50 0.20 420.00 1,050.00

TOTAL GSB 246,681.82 Cum

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Item

No.Nos. Length (m)

Breadth

(m)

Height


Add Sundries 1.5 % 1,233.00 Cum


3.02 Providing and Construction of wet mix macadam (WMM)

base with approved material complete as per MORTHTechnical Specification Clause No. 406


WMM Quantity for 8 laned road 2 11000.00 18.38 0.25 101090.00


ii) Service Roads 2 8735.00 8.87 0.25 38717.89


iii) Diversion road 1 4650.00 10.00 0.225 10462.50 10,462.50 Cum

iv) Rotary

Main rotary 2 370.71 12.36 0.25 2290.98


Ramps 8 331.25 11.36 0.25 7526.00Acceleration lane 4 150.00 7.36 0.25 1104.00










v) Interchange

ORR to free left 1 333.00 7.86 0.25 654.35



1 100.00 3.93 0.25 98.25

ORR to Right 1 1208.40 11.36 0.25 3431.86


1 90.00 9.61 0.25 216.23

1 450.00 7.86 0.25 884.25

1 90.00 3.93 0.25 88.43


1 100.00 3.93 0.25 98.25

NH to free left 1 386.00 11.36 0.25 1096.24


1 100.00 5.68 0.25 142.00


1 90.00 9.61 0.25 216.23

1 450.00 7.86 0.25 884.25

1 90.00 3.93 0.25 88.43

NH to Right (Loop) 1 400.00 7.86 0.25 786.00


1 100.00 3.93 0.25 98.25


1 90.00 7.11 0.25 159.98

1 450.00 6.36 0.25 715.50

1 90.00 3.18 0.25 71.55

ORR to free left 1 207.00 7.86 0.25 406.76


1 100.00 3.93 0.25 98.25


1 100.00 3.93 0.25 98.25

ORR to Right 1 1158.40 11.36 0.25 3289.86Decceleration lane 1 170.00 11.36 0.25 482.80

1 90.00 9.61 0.25 216.23

1 450.00 7.86 0.25 884.25

1 90.00 3.93 0.25 88.43


1 100.00 3.93 0.25 98.25

NH to free left 1 370.00 11.36 0.25 1050.80


1 100.00 5.68 0.25 142.00


1 90.00 9.61 0.25 216.23

1 450.00 7.86 0.25 884.25

1 90.00 3.93 0.25 88.43

NH to Right (Loop) 1 298.00 7.86 0.25 585.57

Decceleration lane 1 100.00 7.86 0.25 196.501 100.00 3.93 0.25 98.25


1 90.00 7.11 0.25 159.98

1 450.00 6.36 0.25 715.50

1 90.00 3.18 0.25 71.55

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Item

No.Nos. Length (m)

Breadth

(m)

Height







vi) Side Road Improvement

2 L VUPs 8 30.00 7.86 0.25 471.60

6 L VUPs 0 30.00 9.11 0.25 0.00

PUPs 14 30.00 7.86 0.25 825.30

Rotaries 8 30.00 9.11 0.25 546.60

Inter change 4 30.00 9.11 0.25 273.30 2,116.80 Cum

vii) Busbays 20 90.00 1.75 0.25 787.50

20 30.00 3.50 0.25 525.00 1,312.50

viii) Median openings 6 5.00 5.00 0.25 37.50 37.50

TOTAL WMM 214,141.81 Cum

Add Sundries 1.5 % 3,212.00 Cum


4.00 BILL NO: 4 - BITUMINOUS WORKS

4.01 Providing and applying bituminous Primer Coat over granular

surface with bitumen emulsion complete as per Technical

S ecification Clause 502.a) @ 7.5 kg/ 10 sqm


Prime Coat quantity on 8 laned road 2 11000 18.38 404360.00

Deduct for Structures 2 476.584 18.38 -17519.23 386,840.77 Sqm

ii) Service Roads 2 8735 8.865 154871.55

Deduct for Structures 2 82.8 8.865 -1468.04 153,403.51 Sqm

iii) Diversion road 1 4650.00 10.00 46500.00 46,500.00 Sqm

iv) Rotary

Main rotary 2 370.71 12.36 9163.90

Service Road rotary 4 226.19 12.36 11183.06

Ramps 8 331.25 11.36 30104.00









Road Improvement 4 532.00 8.68 18471.04

Service roads 2 1528.00 8.87 27091.44 124,759.04 Sqm

v) Interchange

ORR to free left 1 333.00 7.86 2617.38


1 100.00 3.93 393.00


1 100.00 3.93 393.00

ORR to Right 1 1208.40 11.36 13727.42


1 90.00 9.61 864.90

1 450.00 7.86 3537.00

1 90.00 3.93 353.70


1 100.00 3.93 393.00

NH to free left 1 386.00 11.36 4384.96Decceleration lane 1 100.00 11.36 1136.00

1 100.00 5.68 568.00


1 90.00 9.61 864.90

1 450.00 7.86 3537.00

1 90.00 3.93 353.70

NH to Right (Loop) 1 400.00 7.86 3144.00


1 100.00 3.93 393.00


1 90.00 7.11 639.90

1 450.00 6.36 2862.00

1 90.00 3.18 286.20

ORR to free left 1 207.00 7.86 1627.02

Decceleration lane 1 100.00 7.86 786.001 100.00 3.93 393.00


1 100.00 3.93 393.00

ORR to Right 1 1158.40 11.36 13159.42


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Item

No.Nos. Length (m)

Breadth

(m)

Height


1 90.00 9.61 864.90

1 450.00 7.86 3537.00

1 90.00 3.93 353.70


1 100.00 3.93 393.00NH to free left 1 370.00 11.36 4203.20


1 100.00 5.68 568.00


1 90.00 9.61 864.90

1 450.00 7.86 3537.00

1 90.00 3.93 353.70

NH to Right (Loop) 1 298.00 7.86 2342.28


1 100.00 3.93 393.00


1 90.00 7.11 639.90

1 450.00 6.36 2862.00

1 90.00 3.18 286.20

Road improvement under interchange 2 1090.60 8.68 18932.82Service road in Inter change(From ORR) 1 584.00 8.87 5177.16



Service road in Inter change (From NH) 1 676.00 8.87 5992.74 135,846.71


2 L VUPs 8 30.00 7.86 1886.40

6 L VUPs 0 30.00 9.11 0.00

PUPs 14 30.00 7.86 3301.20

Rotaries 8 30.00 9.11 2186.40

Inter change 4 30.00 9.11 1093.20 8,467.20

vii) Busbays 20 90.00 1.75 3150.00

20 30.00 3.50 2100.00 5,250.00

viii) Median openings 6 5.00 5.00 150.00 150.00

TOTAL PRIME COAT 861,217.24 Sqm

Add Sundries 3 % 25,837.00 Sqm

GRAND TOTAL 887,054.00 Sqm

4.02 Providing and applying bituminous Tack coat over prepared

surface with bituminous emulsion all complete as per

Technical Specification Clause 503a) @ 2.75 kg / 10 sqm over granular surface treated with

rimeri) Main Carriage Way

Tack Coat (a) quantity on 8 laned road 2 11000.00 18.38 404360.00

Deduct fot Structures 2 476.58 18.38 -17519.23 386,840.77 Sqm

ii) Service Roads 2 8735.00 8.87 154871.55Deduct fot Structures 2 82.80 8.87 -1468.04 153,403.51 Sqm

iii) Diversion Road 1 4650.00 10.00 46500.00 46,500.00 Sqm

iv) Rotary

Main rotary 2 370.71 12.36 9163.90


Ramps 8 331.25 11.36 30104.00






Decceleration lane 4 90.00 5.61 2019.60Decceleration lane 4 450.00 3.86 6948.00




v) Interchange

ORR to free left 1 333.00 7.86 2617.38


1 100.00 3.93 393.00


1 100.00 3.93 393.00

ORR to Right 1 1208.40 11.36 13727.42


1 90.00 9.61 864.90

1 450.00 7.86 3537.001 90.00 3.93 353.70


1 100.00 3.93 393.00

NH to free left 1 386.00 11.36 4384.96


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Item

No.Nos. Length (m)

Breadth

(m)

Height


1 100.00 5.68 568.00


1 90.00 9.61 864.90

1 450.00 7.86 3537.00

1 90.00 3.93 353.70NH to Right (Loop) 1 400.00 7.86 3144.00


1 100.00 3.93 393.00


1 90.00 7.11 639.90

1 450.00 6.36 2862.00

1 90.00 3.18 286.20

ORR to free left 1 207.00 7.86 1627.02


1 100.00 3.93 393.00


1 100.00 3.93 393.00

ORR to Right 1 1158.40 11.36 13159.42


1 90.00 9.61 864.901 450.00 7.86 3537.00

1 90.00 3.93 353.70


1 100.00 3.93 393.00

NH to free left 1 370.00 11.36 4203.20


1 100.00 5.68 568.00


1 90.00 9.61 864.90

1 450.00 7.86 3537.00

1 90.00 3.93 353.70

NH to Right (Loop) 1 298.00 7.86 2342.28


1 100.00 3.93 393.00


1 90.00 7.11 639.90

1 450.00 6.36 2862.00

1 90.00 3.18 286.20

Road improvement under interchange 2 1090.60 8.68 18932.82






2 L VUPs 8 30.00 7.86 1886.40

6 L VUPs 0 30.00 9.11 0.00

PUPs 14 30.00 7.86 3301.20

Rotaries 8 30.00 9.11 2186.40Inter change 4 30.00 9.11 1093.20 8,467.20

vii) Busbays 20 90.00 1.75 3150.00

20 30.00 3.50 2100.00 5,250.00


TOTAL TACK COAT (a) 861,217.24 Sqm


GRAND TOTAL 887,054.00 Sqm

b) @ 2.25 kg /10 sqm over bituminous surface


Tack Coat (b) uantit on 8 laned road 4 11000.00 18.25 803000.00

Deduct fot Structures 4 476.58 18.25 -34790.63 768,209.4 Sqm

ii) Service Roads 2 8735.00 8.79 153561.30Deduct fot Structures 2 82.80 8.79 -1455.62 152,105.68 Sqm

iii) Rotary

Main rotary 4 370.71 12.10 17942.26


Ramps 16 331.25 11.10 58830.00







Decceleration lane 8 450.00 3.60 12960.00Decceleration lane 8 90.00 1.80 1296.00



iv) Interchange

21 of 41


22/41




Item

No.Nos. Length (m)

Breadth

(m)

Height


ORR to free left 2 333.00 7.60 5061.60


2 100.00 3.80 760.00


2 100.00 3.80 760.00ORR to Right 2 1208.40 11.10 26826.48


2 90.00 10.30 1854.00

2 450.00 9.50 8550.00

2 90.00 4.75 855.00


2 100.00 9.50 1900.00

NH to free left 2 386.00 11.10 8569.20


2 100.00 5.55 1110.00


2 90.00 10.30 1854.00

2 450.00 9.50 8550.00

2 90.00 4.75 855.00

NH to Right (Loop) 2 400.00 7.60 6080.00Decceleration lane 2 100.00 7.60 1520.00

2 100.00 3.80 760.00


2 90.00 6.80 1224.00

2 450.00 6.00 5400.00

2 90.00 3.00 540.00

ORR to free left 2 207.00 7.60 3146.40


2 100.00 3.80 760.00


2 100.00 3.80 760.00

ORR to Right 2 1158.40 11.10 25716.48


2 90.00 10.30 1854.00

2 450.00 9.50 8550.00

2 90.00 4.75 855.00


2 100.00 5.55 1110.00

NH to free left 2 370.00 11.10 8214.00


2 100.00 5.55 1110.00


2 90.00 10.30 1854.00

2 450.00 9.50 8550.00

2 90.00 4.75 855.00

NH to Right (Loop) 2 298.00 7.60 4529.60


2 100.00 3.80 760.00


2 450.00 6.00 5400.00

2 90.00 3.00 540.00

Road improvement under interchange 4 1090.60 8.55 37298.52





v) Side Road Improvement

2 L VUPs 16 30.00 7.50 3600.00

6 L VUPs 0 30.00 8.75 0.00

PUPs 28 30.00 7.50 6300.00

Rotaries 16 30.00 8.75 4200.00

Inter change 8 30.00 8.75 2100.00 16,200.00

vii) Busbays 40 90.00 1.75 6300.00

40 30.00 3.50 4200.00 10,500.00


TOTAL TACK COAT (b) 1,453,828.73 Sqm


GRAND TOTAL 1,497,444.00 Sqm

4.03 Providing and laying Bituminous Macadam (BM, Grading-2)

course in PCC using at the rate of 3.3% by weight of total

mix of 60/70 grade of bitumen, all complete as per MORTH

Technical S ecification Clause No. 501 & 504For Diversion Road 1 4650 10 0.05 2325.00

Profile Corrective Course 2,325.00TOTAL BM quantity 2,325.00 Cum



22 of 41


23/41




Item

No.Nos. Length (m)

Breadth

(m)

Height


4.04 Providing and laying Dense Bituminous Macadam (DBM,

grading-2) course using 60/70 grade straight run bitumen

complete as per MORTH Technical Specification Clause No.

507 & 521

i) Main Carriage Way 2 11000.00 18.25 0.13 52195.00Deduct fot Structures 2 476.58 18.25 0.13 -2261.39 49,933.61 Cum

ii) Service Roads 2 8735.00 8.79 0.075 11517.10Deduct fot Structures 2 82.80 8.79 0.075 -109.17 11,407.93 Cum

iii) Rotary

Main rotary 2 370.71 12.10 0.13 1166.25


Ramps 8 331.25 11.10 0.13 3823.95






Decceleration lane 4 90.00 5.35 0.13 250.38Decceleration lane 4 450.00 3.60 0.13 842.40



Service roads 2 1528.00 8.79 0.075 2014.67 16,694.11

iv) Interchange

ORR to free left 1 333.00 7.60 0.13 329.00


1 100.00 3.80 0.13 49.40


1 100.00 3.80 0.13 49.40

ORR to Right 1 1208.40 11.10 0.13 1743.72


1 90.00 10.30 0.13 120.51

1 450.00 9.50 0.13 555.751 90.00 4.75 0.13 55.58


1 100.00 9.50 0.13 123.50

NH to free left 1 386.00 11.10 0.13 557.00


1 100.00 5.55 0.13 72.15


1 90.00 10.30 0.13 120.51

1 450.00 9.50 0.13 555.75

1 90.00 4.75 0.13 55.58

NH to Right (Loop) 1 400.00 7.60 0.13 395.20


1 100.00 3.80 0.13 49.40


1 90.00 6.80 0.13 79.56

1 450.00 6.00 0.13 351.00

1 90.00 3.00 0.13 35.10

ORR to free left 1 207.00 7.60 0.13 204.52


1 100.00 3.80 0.13 49.40


1 100.00 3.80 0.13 49.40

ORR to Right 1 1158.40 11.10 0.13 1671.57


1 90.00 10.30 0.13 120.51

1 450.00 9.50 0.

Documents

1)Road (JBIC Pack 5)