maintenance km 295.00 to 304.00 of nh-74

8/13/2019 Maintenance Km 295.00 to 304.00 of NH-74

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DIVISION: NH Division, PWD, BAREILLY

KM - 300

1 2 3 5 6 7 8 9 10 11 12

300 Lal Kuan 500 85 594.50 540.45 1040.45 1040.45 1040.45

300 Lal Kuan 510 85 594.50 540.45 1050.45 1050.45 1050.45 from

300 Lal Kuan 540 85 594.50 540.45 1080.45 1080.45 1080.45 =( 8

300 Lal Kuan 600 85 594.50 540.45 1140.45 1140.45 1140.45 DisQuar

300 Lal Kuan 600 85 594.50 540.45 1140.45 1140.45 1140.45

Cos300 Lal Kuan 600 85 594.50 540.45 1140.45 1140.45 1140.45 up t

51 t

300 Lal Kuan 470 85 594.50 540.45 1010.45 1010.45 1010.45 76 t

Tota

300 Lal Kuan 550 85 594.50 540.45 1090.45 1090.45 1090.45 Less

300 Lal Kuan 500 85 594.50 540.45 1040.45 1040.45 1040.45

1) Distances from quarry have been taken from the shortest route.

2) Quarry rates have been taken of the respective circle applicable.

3) Cartage rates has been taken approved by SE Lko. Circle in the RMR.

4) Quarry rates are for approved quarry and RMR rates are minimum .

N.H. Construction Division

PART - C ROAD METAL RATES

CIRCLE : 28th .Circle, N.H. P.W

NH-74 ( New N H No -30 ) BAREILLYKm.

No.

Quarry Quarry

Rate

( Rs)

Distence

from

Quarry to

Site (KM)

Cost of

cartage

without

loadin

Cost of

cartage

excluding

C.P. (Rs)

Stone grit 5.6 mm and below

Total

(3+7)

(Rs)

I.S.

Transit

Tax

(Rs)

Total of

col.

(8+9)

(Rs)

Trade

Tax on

col. 11

(Rs)

G.Total of

col

11+12

(Rs)

Stone Ballast ( 45-90 mm)

Stone Ballast ( 45-63 mm)

Stone Ballast ( 22.4-53 mm)

16mm-22.4mm/ 11.2mm/13.2mm/ 10-16mm

11.2-2.8 mm / 2.3-9.5 (6.7mm)

Stone Dust

stone boulder 25-60 Kgs

Coarse Sand

JUNIOR ENGINEER EXECUTIVE ENGINEER SUPERINTEND

N.H. Construction Division 28th Cir

P.W.D. Bareilly P.W.D. Bareilly P.W.D



PART - C

Analysis of Rates



3004 Filling Pot-holes and Patch Repairs with open

Graded Premix surfacing, 20mm.

Removal of al l failed mater ial , t rimming of completed

excavation to provide f irm vertical faces, cleaning of

surface, paint ing of tack coat on the sides and base of

excavation as per clause 503, back fil ling the pot holes

with hot bituminous material as per clause 504,

compacting, trimming and finishing the surface to form a

smooth continuous surface, all as per clause 3004.2

Unit = Sqm

Taking out put = 10250 sqm (205 cum)(405 tonne)

a) Labour

Mate Day 3.760 130.00 488.80

Mazdoor Day 90.000 125.00 11250.00

Mazdoor skilled Day 4.000 135.00 540.00

b) Machinery

Air compressor 250 cfm hour 6.000 206.00 1236.00

HMP 100-110 TPH Capacity hour 6.000 11167.00 67002.00

Tipper 5.5 tonnes capacity hour 45.000 200.00 9000.00

Smooth wheeled roller 8-10 tonnes hour 12.000 297.00 3564.00

add : escaslation @ 35 % on machinery 28280.70

c) Material

Crushed stone aggregates nominal size 13.2mm cum 184.500 1140.45 210413.86

Crushed stone aggregates nominal size 11.2mm cum 92.250 1140.45 105206.93

Bitumen 60/70 tonne 14.970 38910.64 582492.24

Bitumen emulsion for tack coat including vertical

sides of pot hole.

tonne 2.460 33979.25 83588.96

d) Overhead charges @10% input on (a+b+c) 110306.35

e) Contractor's profit @10% input on (a+b+c+d) 121336.98

Cost for 10250 sqm = a+b+c+d+e 1334706.83

Rate per sqm = (a+b+c+d+e)/10250 130.22

say 130.20

Junior Engineer Assistant Engineer Executive Engineer



513 Seal Coat(ii) Providing and laying seal coat sealing the voids in a

bituminous surface laid to the specified levels, grade and

cross fall using Type A and B seal coats

Case - II : Type BProviding and laying of premix sand seal coat with HMP

of appropriate capacity not less than 75 tonnes/ hours

using crushed stone chipping 6.7 mm size and

penetration bitumen of suitable grade.

Unit = sqm

Taking output = 7858 sqm (47.16 cum)

Labour

a) Mate day 0.160 130.00 20.80

b) Mazdoor day 4.000 130.00 520.00

Machinery

HMP of 75 tonnes/hour. hour 2.000 11167.00 22334.00

Electric Generator Set 250 KVA hour 2.000 450.00 900.00Front end loader 1 cum bucket capacity hour 2.000 520.00 1040.00

Tipper 10 tonne capacity tonne.k

m

104 x 5' 14.50 75400.00

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

loading and unloading

7540.00

Paver finisher hydrostatic with sensor attachment hour 2.000 629.00 1258.00

Smooth wheeled 8-10 tonnes capacity hour 2.000 297.00 594.00


c) Material

Bitumen@ 6.80 kg per 10 sqm tonne 5.340 38910.64 207782.80

Crushed stone chipping of 6.7 mm size defined as

passing 11.2 mm sieve and retained on 2.36 mm sieve

applied @ 0.06 cum per 10 sqm

cum 47.160 1140.45 53783.62

d) Overhead charges @10% input on (a+b+c) 40121.44e) Contractor's profit @10% input on (a+b+c+d) 44133.59



say 61.80


506 Built-up-Spray Grout

Analysis of Rates

Analysis of Rates



Providing, laying and rolling of built-up-spray grout layer

over prepared base consisting of a two layer composite

construction of compacted crushed coarse aggregates

using motor grader for aggregates. key stone chips

spreader may be used with application of bi tuminous

binder after each layer, and with key aggregates placed

on top of the second layer to serve as a Base conforming

to the line, grades and cross-section specified, the

compacted layer thickness being 75 mm

Unit = sqm

Taking output = 3000 sqm (225 cum)

a) Labour

Mate day 0.400 130.00 52.00

Mazdoor including for brooming of key aggregates day 8.000 130.00 1040.00

Mazdoor skilled day 2.000 135.00 270.00

b) Machinery

Hydraulic self propelled chip spreader both for

aggregates and key aggregates@ 1500 sqm per hour for

3000 x 3 sqm

hour 6.000 1700.00 10200.00

Bitumen pressure distributor for 3000 x 2 sqm @ 1750

sqm per hour

hour 3.430 516.00 1769.88

Tipper 5.5 cum capacity hour 10.000 200.00 2000.00

smooth wheel roller 8 tonnes hour 6.000 297.00 1782.00

Front end loader 1 cum bucket capacity hour 6.000 520.00 3120.00


c) Material

Bitumen30 kg per 10 sqm @ 15 kg per 10 sqm for each

layer

tonne 9.000 38910.64 350195.74

Crushed stone coarse aggregate passing 53 mm and

retained on 2.8 mm sieve @ 0.5 cum per 10 sqm for each

layer

cum 300.000 1080.45 324136.36

Key aggregates passing 22.4 mm and retained on 2.8

mm sieve @ 0.13 cum per 10 sqm

cum 39.000 1140.45 44477.73




say 300.70


3004.2 10.4 Filling Pot-holes and Patch Repairs with Bituminous

concrete, 40mm.

Analysis of Rates



Removal of all failed material, trimming of completed

excavation to provide firm vertical faces, cleaning of surface,

painting of tack coat on the sides and base of excavation as

per clause 503, back filling the pot holes with hot bituminous

material as per clause 504, compacting, trimming and finishing

the surface to form a smooth continuous surface, all as per

clause 3004.2

Unit = Sqm

Taking out put = 4900 sqm (196 cum)(450 Tonnes)

a) Labour

Mate Day 2.920 130.00 379.60

Mazdoor Day 70.000 125.00 8750.00

Mazdoor skilled Day 3.000 135.00 405.00

b) Machinery

Air compressor 250 cfm hour 6.000 206.00 1236.00

HMP 100-110 TPH Capacity hour 6.000 11167.00 67002.00

Tipper 10 tonnes capacity hour 45.000 200.00 9000.00

Smooth wheeled roller 8-10 tonnes hour 12.000 297.00 3564.00


c) Material

I) Bitumen tonne 22.500 38910.64 875489.34

ii) Bitumen emulsion for tack coat . tonne 1.180 33979.25 40095.52

iii) Aggregates

Grading I - 19mm(Nominal size)

20-10mm 35 per cent cum 99.750 1140.45 113760.34

10-5 mm 23 per cent cum 65.550 1140.45 74756.80

5mm and below40 per cent cum 114.000 1010.45 115191.82

Add 5 per cent for wastage 15185.45

or

Any one of the above alternatives of aggregate i.e. 19mm or

13mm nominal size may be adopted as per approved design.

(i) for grading I Material


Cost for 4900 cum = a+b+c+d+e 1612804.24

Rate per cum = (a+b+c+d+e)/4900 329.14

say 329.10




Sr No

Ref. to

MoRTH

Spec.

Description Unit Quantity Rate Rs Cost Rs

5.21 (ii) Stress absorbing membrane (SAM) with crack width 6

mm to 9 mm

Providing and laying of a stress absorbing membrane over acracked road surface, with crack width 6 to 9 mm after

cleaning with a mechanical broom, using modified binder

complying with clause 521, sprayed at the rate of 11 kg per 10

sqm and spreading 11.2 mm crushed stone aggregates @

0.12 cum per 10 sqm, sweeping the surface for uniform

spread of aggregates and surface finished to conform to

clause 902.Unit = sqm

Taking output = 10500 sqm

a) Labour

Mate day 0.240 130.00 31.20

Mazdoor day 6.000 125.00 750.00

SUB TOTAL 781.20

b) Machinery

Mechanical broom @ 1250 sqm per hour hour 6.000 230.00 1380.00

Air compressor 250 cfm capacity hour 6.000 206.00 1236.00

Bitumen pressure distributor @ 1750 sqm per hour hour 6.000 516.00 3096.00

Hydraulic Chip spreader hour 6.000 1700.00 10200.00

Smooth wheeled road roller 8-10 tonne hour 6.000 297.00 1782.00

17694.00

ADD 35 % ESCALATION ON MACHINARY 6192.90

SUB TOTAL 23886.90c) Material

Modified binder tonne 11.550 38910.64 449417.86

Crushed stone chipping 11.2 mm size cum 105.000 1140.45 119747.73

SUB TOTAL 569165.59

A+B+C 593833.69

d) Overhead charges @ input on (a+b+c) 59383.37

e) Contractor's profit @ input on (a+b+c+d) 65321.71



say 68.40


Analysis of Rate



PART - C ( From km 294.00 to 304.00 )

NH-74 300

Distance from Mathura Refinery 279

Distance from Panipat Refinery 489

MATERIAL Bitumen VG-

30(Bulk) From

Mathura Refinery

( Rs )

Emulsion M/S (Packed

Reconditioned Drums from

Panipat Refinery)

( Rs )

CRMB-55(Bulk) from

Mathura Refinery

( Rs )

Basic Rates

01-10-2012

A 33231.00 30328.00 33761.00

ExciseDuty@14%

on 'A'

B 4652.34 4245.92 4726.54

Education

Cess@

3% on 'B'

C 139.57 127.38 141.80

Cartage(1.75/km

) excluding 10%

O.H.

279×2

km

D 887.73 - 887.73

Cartage(1.75/km

) excluding 10%

O.H.

489X1.75

E - 777.95

EMPTY DRUMS (-)1500

Total

'(A+B+C+D+

E)'

F 38910.64 33979.25 39517.06

SAY G 38911 33979 39517

UNIOR ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

Rate w.e.f. 01- 10 - 2012

CIRCLE : 28th Circle, NH , PWD, BAREILLY

DIVISION : N H Construction Division, PWD ,Bareilly

IN KM



surfacing From km 295.00 to 304.00 of NH-74 (New NH-30 )

S. No. Item of work Unit Qty. Rate Per Amount1 Built-up-Spray Grout

Providing, laying and rolling of built-up-

spray grout layer over prepared base

consisting of a two layer composite

construction of compacted crushed coarse

aggregates using motor grader for

aggregates. key stone chips spreader may

be used with application of bituminous

binder after each layer, and with key

aggregates placed on top of the second

layer to serve as a Base conforming to theline, grades and cross-section specified, the

compacted layer thickness being 75 mm

in km - 295 Sqm 280.00

in km - 296 460.00

in km - 297 180.00

in km - 298 300.00

in km - 299 150.00in km - 300 210.00

in km - 301 230.00

in km - 302 150.00

in km - 303 247.00

in km - 304 150.00

from km-294.00 to 304.00 of NH-74 sqm 2357.00 300.70 708749.90

2 Filling Pot-holes and Patch Repairs with

open-Graded Premix surfacing, 20mm.

BILL OF QUANTITY

Name of work : Filling Pot-holes with B.U.S.G.& Patch-repair with open graded Premix

PART - C. FDR To NH-74 Road (From km 294.00 to 304.00)under2012-2013



Removal of all failed material, trimming of

completed excavation to provide firm

vertical faces, cleaning of surface, painting

of tack coat on the sides and base of

excavation as per clause 503, back filling

the pot holes with hot bituminous material

as per clause 511, compacting, trimming

and finishing the surface to form a smooth

continuous surface, all as per clause 3004.2



Bituminous concrete, 40mm.


completed excavation to provide firm

vertical faces, cleaning of surface, painting

of tack coat on the sides and base of

excavation as per clause 503, back filling

the pot holes with hot bituminous material

as per clause 504, compacting, trimming

and finishing the surface to form a smooth

continuous surface, all as per clause 3004.2

in km - 295 Sqm 120.00

in km - 296 265.00in km - 297 152.00

in km - 298 198.00

in km - 299 152.00

in km - 300 180.00

in km - 301 302.00

in km - 302 147.00

in km - 303 160.00

in km - 304 210.00




surfacing From km 295.00 to 304.00 of NH-74 (New NH-30 )

1 Date of Calling Tender

2 Date of Receiving Tender

3 Date of Openning Tender

4 Security E/M

5 Time of Completion

6 Validity Period

7 Cost of Tender Form

S. No. Item of work Unit Qty. Rate

1 Built-up-Spray Grout In Figure In Words

Providing, laying and rolling of built-up-spray

grout layer over prepared base consisting of a

two layer composite construction of compacted

crushed coarse aggregates using motor grader

for aggregates. key stone chips spreader may beused with application of bituminous binder after

each layer, and with key aggregates placed on

top of the second layer to serve as a Base

conforming to the line, grades and cross-section

specified, the compacted layer thickness being

km-295 sqm 280.00

km-296 sqm 460.00

km-297 sqm 180.00

km-298 sqm 200.00

km-299 sqm 150.00

km-300 sqm 200.00

km-301 sqm 180.00

km-302 sqm 120.00

km-303 sqm 200.00

Total sqm 1970.00 300.70


open-Graded Premix surfacing, 20mm.


completed excavation to provide firm vertical

faces, cleaning of surface, painting of tack coat

on the sides and base of excavation as per

clause 503, back filling the pot holes with hotbituminous material as per clause 511,

compacting, trimming and finishing the surface to

form a smooth continuous surface, all as per

km-295 sqm 300.00

km-296 sqm 500.00

km-297 sqm 200.00

km-298 sqm 200.00

One Month

Three Months

150+500+88 = 738/-

Rate

BILL OF QUANTITY


25th december 2012

11th January 2013

14 th January 2013

Rs. 50000/-



km-302 sqm 400.00

km-303 sqm 350.00

km-304 sqm 350.00

Total 4550.00 68.40

I/We here by tender my / our rates ………………………………...% above/below/atpar the departmental rates.

Signature of Contractor Officer Calling Tender Officer Openning Tender

Complete Adress of Contractor Officer Accepting Tender



1 Date of Calling Tender

2 Date of Receiving Tender

3 Date of Openning Tender4 Security E/M

5 Time of Completion

6 Validity Period

7 Cost of Tender Form

S. No. Item of work Unit Qty.

1 Stress absorbing membrane (SAM) with

crack width 6 mm to 9 mm In Figure In Words

Providing and laying of a stress absorbing

membrane over a cracked road surface, with

crack width 6 to 9 mm after cleaning with a

mechanical broom, using modified binder complying with clause 521, sprayed at the rate of

11 kg per 10 sqm and spreading 11.2 mm

crushed stone aggregates @ 0.12 cum per 10

sqm, sweeping the surface for uniform spread of

aggregates and surface finished to conform to

km-295 sqm 950.00

km-296 sqm 1200.00

km-297 & 298 sqm 950.00

km-299 & 300 sqm 1050.00

km-301 & 302 sqm 1400.00

km-303 & 304 sqm 1450.00

Total sqm 7000.00 71.00 Rs Seventy One only

I/We here by tender my / our rates ………………………………...% above/below/atpar the departmental rates.

Signature of Contractor Officer calling Tender Officer openning Tender

Complete Adress of Contractor

Officer Accepting Tender

One Month

Three Months

150+500+88 = 738/-

Rate

BILL OF QUANTITY

Name of work : Crack Sealing with Stress absorbing membrane (SAM) with crack width 6

mm to 9 mm repair over a crack road surface From km 294.00 to 304.00 of NH-74 (New NH-

30 )

25th April 2012

11th May 2012

14 th May 2012Rs. 50000/-



surfacing and with B.C. From km 294.00 to 304.00 of NH-74 (New NH-30 )

S. No. Item of work no. L B H/D Qty

1 Built-up-Spray Grout

Providing, laying and rolling of built-

up-spray grout layer over prepared

base consisting of a two layer

composite construction of

compacted crushed coarse

aggregates using motor grader for

aggregates. key stone chipsspreader may be used with

application of bituminous binder

after each layer, and with key

aggregates placed on top of the

second layer to serve as a Base

conforming to the line, grades and

cross-section specified, the

compacted layer thickness being 75

mm

km-295 sqm 4.80 2.10 10.08

5.40 3.30 17.82

6.90 2.70 18.63

7.80 2.90 22.62

4.20 3.10 13.02

6.50 3.30 21.45

3.90 3.00 11.70

8.15 3.50 28.53

3.70 2.40 8.88

4.70 2.80

13.164.40 2.30 10.12

6.70 2.70 18.09

3.80 3.00 11.40

5.80 2.80 16.24

6.90 3.20 22.08

2.55 2.40 6.12

5.70 2.50 14.25

4.80 3.30 15.84


PART - C

FDR Work to NH-74 From km 294.00 to 304.00 Under ( 2012 - 2013 )

Details Of Measurments



280.03

say 280.00

km-296 sqm 3.45 2.20 7.59

4.25 2.60 11.05

9.70 3.60 34.92

8.80 3.35 29.48

5.00 3.10 15.509.10 3.90 35.49

7.65 3.40 26.01

5.30 3.60 19.08

6.70 3.05 20.44

4.50 2.30 10.35

5.90 3.00 17.70

7.00 3.50 24.50

9.80 3.80 37.24

4.10 2.60 10.66

5.45 3.45 18.80

2.80 1.90 5.32

6.60 3.50 23.10

3.85 2.85 10.97

6.10 3.75 22.88

2.40 2.00 4.80

5.30 2.90 15.37

7.45 2.95 21.98

6.80 3.60 24.48

3.85 3.20 12.32

460.02

say 460.00 km-297 sqm 4.00 2.80 11.20

5.40 3.35 18.09

3.40 2.20 7.48

5.80 2.90 16.82

4.45 3.00 13.35

6.95 3.60 25.02

6.25 3.70 23.13

2.65 2.10 5.57

3.85 2.70 10.40

4.80 2.45 11.76

6.20 3.25 20.15

4.95 3.45 17.08

180.03

say 180.00

km-298 sqm 3.60 2.80 10.08

4.10 2.00 8.20

4.65 3.40 15.81

3.05 1.90 5.80



6.80 3.50 23.80

4.00 3.00 12.00

5.80 2.80 16.24

5.80 3.70 21.46

7.50 3.55 26.63

4.10 3.35 13.74

6.15 3.50 21.533.20 2.20 7.04

6.60 3.55 23.43

5.05 3.30 16.67

3.90 3.60 14.04

2.70 1.90 5.13

4.85 2.50 12.13

5.50 2.70 14.85

4.30 3.40 14.62

5.60 3.00 16.80

299.97

say 300.00

km-299 sqm 5.10 3.00 15.30

3.70 2.40 8.88

4.85 3.30 16.01

7.30 3.70 27.01

5.45 3.50 19.08

3.00 2.10 6.30

4.80 2.65 12.72

5.20 3.10 16.12

3.25 3.20 10.40

5.50 3.30 18.15149.96

say 150.00

km-300 sqm 5.25 2.40 12.60

3.90 2.75 10.73

5.50 3.50 19.25

3.55 2.95 10.47

6.00 3.10 18.60

4.10 3.30 13.53

7.00 3.60 25.20

6.30 3.80 23.94

4.80 2.90 13.92

3.80 2.75 10.45

4.80 2.80 13.44

5.80 3.40 19.72

5.20 3.50 18.20

210.05

say 210.00

km-301 sqm 2.90 2.40 6.96

3.90 3.00 11.70



6.05 3.40 20.57

4.00 2.95 11.80

5.90 3.70 21.83

4.15 2.90 12.04

5.20 3.40 17.68

6.50 3.90 25.35

5.30 3.80 20.144.35 2.75 11.96

4.80 4.00 19.20

6.25 3.85 24.06

2.90 2.70 7.83

5.80 3.25 18.85

229.97

say 230.00

km-302 sqm 2.00 1.80 3.60

2.90 1.80 5.22

4.90 2.00 9.80

5.10 3.40 17.34

2.65 1.90 5.04

3.90 2.90 11.31

4.40 3.20 14.08

4.60 3.75 17.25

4.40 3.50 15.40

3.70 3.00 11.10

5.10 3.25 16.58

3.25 2.80 9.10

2.90 2.50 7.25

3.15 2.20 6.93149.99

say 150.00

km-303 sqm 4.60 2.50 11.50

3.90 2.90 11.31

5.85 3.55 20.77

4.30 3.00 12.90

6.30 3.70 23.31

3.90 3.20 12.48

4.30 2.90 12.47

5.80 3.45 20.01

5.30 3.40 18.02

6.00 4.00 24.00

5.30 3.50 18.55

4.60 2.95 13.57

4.80 2.85 13.68

6.80 3.85 26.18

3.20 2.60 8.32

247.07

say 247.00



km-304 sqm 4.30 3.20 13.76

5.60 3.80 21.28

12.20 3.50 42.70

8.50 2.95 25.08

4.80 2.50 12.00

6.90 3.90 26.91

3.00 2.80 8.40150.13

say 150.00

2 Filling Pot-holes and Patch

Repairs with open-Graded Premix

surfacing, 20mm.

Removal of all failed material,

trimming of completed excavation to

provide firm vertical faces, cleaning

of surface, painting of tack coat on

the sides and base of excavation as

per clause 503, back filling the pot

holes with hot bituminous material

as per clause 511, compacting,

trimming and finishing the surface to

form a smooth continuous surface,

all as per clause 3004.2

same to above as under

km-295 sqm 280.00 280.00

km-296 sqm 460.00 460.00

km-297 sqm 180.00 180.00

km-298 sqm 300.00 300.00

km-299 sqm 150.00 150.00

km-300 sqm 210.00 210.00

km-301 sqm 230.00 230.00

km-302 sqm 150.00 150.00

km-303 sqm 247.00 247.00

km-304 sqm 150.00 150.00

Total 2357.003 Filling Pot-holes and Patch

Repairs with Bituminous

concrete, 40mm.



Removal of all failed material,

trimming of completed excavation to

provide firm vertical faces, cleaning

of surface, painting of tack coat on

the sides and base of excavation as

per clause 503, back filling the pot

holes with hot bituminous material

as per clause 504, compacting,

trimming and finishing the surface to

form a smooth continuous surface,

all as per clause 3004.2

km-295 sqm 2.70 2.00 5.40

3.90 3.00 11.70

4.00 2.60 10.40

3.20 2.40 7.68

3.60 2.80 10.08

4.20 2.90 12.18

4.80 2.60 12.48

5.10 2.90 14.79

4.40 3.10 13.64

3.80 2.80 10.64

3.80 2.90 11.02

120.01

say 120.00

km-296 sqm 3.80 1.90 7.226.80 3.80 25.84

4.40 3.50 15.40

4.60 3.10 14.26

2.90 2.55 7.40

6.60 3.70 24.42

5.50 3.50 19.25

3.30 2.80 9.24

6.20 4.00 24.80

5.35 3.40 18.19

6.05 3.85 23.29

4.90 3.40 16.66

5.90 3.55 20.95

3.40 2.90 9.86

5.70 3.35 19.10

3.50 2.60 9.10

264.97

say 265.00

km-297 sqm 3.10 2.60 8.06



3.40 2.60 8.84

3.65 2.00 7.30

3.90 3.00 11.70

4.60 2.70 12.42

3.40 3.75 12.75

6.20 3.50 21.70

6.70 3.00 20.104.90 3.70 18.13

4.00 3.10 12.40

3.30 2.20 7.26

4.05 2.80 11.34

152.00

say 152.00

km-298 sqm 2.65 1.90 5.04

3.90 2.90 11.31

4.40 3.20 14.08

4.60 3.75 17.25

3.20 3.00 9.60

5.60 2.60 14.56

6.50 3.75 24.38

5.40 3.60 19.44

4.70 3.60 16.92

5.85 3.80 22.23

3.90 3.10 12.09

4.25 3.00 12.75

5.55 3.30 18.32

197.96

say 198.00 km-299 sqm 2.60 2.35 6.11

4.20 3.00 12.60

4.80 3.35 16.08

5.70 3.90 22.23

5.00 3.50 17.50

4.00 3.40 13.60

5.10 3.60 18.36

6.00 3.80 22.80

3.65 2.90 10.59

4.50 2.70 12.15

152.02

say 152.00

km-300 sqm 5.15 2.30 11.85

4.00 2.80 11.20

4.80 3.35 16.08

6.20 3.40 21.08

5.75 3.50 20.13

6.70 3.50 23.45

3.10 3.00 9.30



4.30 3.50 15.05

3.80 3.10 11.78

4.90 3.20 15.68

3.50 2.70 9.45

2.95 2.40 7.08

3.30 2.40 7.92

180.04say 180.00

km-301 sqm 4.00 2.50 10.00

2.80 2.60 7.28

4.60 3.60 16.56

5.90 3.60 21.24

6.35 2.40 15.24

3.10 2.80 8.68

7.20 3.80 27.36

5.40 3.00 16.20

4.20 3.30 13.86

5.75 3.70 21.28

6.10 3.25 19.83

5.50 3.20 17.60

4.15 2.85 11.83

4.10 3.50 14.35

3.90 3.30 12.87

6.80 3.85 26.18

4.30 2.80 12.04

3.90 3.00 11.70

5.60 3.20 17.92

302.01say 302.00

km-302 sqm 3.00 2.15 6.45

3.80 2.90 11.02

4.60 3.50 16.10

4.60 3.80 17.48

4.40 3.60 15.84

3.70 3.40 12.58

5.60 3.90 21.84

5.50 3.00 16.50

4.00 3.00 12.00

5.20 3.30 17.16

146.97

say 147.00

km-303 sqm 4.00 3.40 13.60

2.85 2.90 8.27

5.30 3.00 15.90

4.60 3.60 16.56

4.85 3.60 17.46

5.60 3.50 19.60



5.90 3.60 21.24

6.00 3.60 21.60

4.20 3.30 13.86

3.50 3.40 11.90

159.99

say 160.00

km - 304 Sqm 5.60 3.90 21.8416.50 4.20 69.30

11.20 3.50 39.20

9.80 5.60 54.88

6.90 3.60 24.84

210.06

say 210.00

4 Providing and laying of a stress

absorbing membrane over a

cracked road surface, with crack

width 6 to 9 mm after cleaning with a

mechanical broom, using modifiedbinder complying with clause 521,

sprayed at the rate of 11 kg per 10

sqm and spreading 11.2 mm

crushed stone aggregates @ 0.12

cum per 10 sqm, sweeping the

surface for uniform spread of

aggregates and surface finished to

conform to clause 902.

km-295 sqm 8.10 2.40 19.44

9.60 3.20 30.72

7.90 1.80 14.22

11.40 2.80 31.92

14.20 3.00 42.60

7.90 3.40 26.86

18.50 2.90 53.65

8.40 3.30 27.72

9.90 2.30 22.77

12.70 3.00 38.10

308.00

say 308.00

km-296 sqm 14.40 2.80 40.32

10.00 2.60 26.00

8.40 2.20 18.48

9.80 2.80 27.44

11.60 2.70 31.32



16.80 3.40 57.12

21.20 2.60 55.12

9.20 3.00 27.60

13.80 2.50 34.50

11.40 3.00 34.20

352.10

say 352.00

km-297 sqm 9.00 2.00 18.00

12.20 2.80 34.16

22.00 2.40 52.80

11.90 2.30 27.37

14.20 2.00 28.40

28.60 2.40 68.64

18.50 3.00 55.50

9.20 2.40 22.08

9.90 2.80 27.7213.00 2.90 37.70

25.50 2.50 63.75

20.80 2.40 49.92

9.60 3.20 30.72

7.90 1.80 14.22

11.40 2.80 31.92

14.80 2.60 38.48

7.90 2.60 20.54

18.50 2.70 49.95

11.60 2.90 33.64

9.90 2.30 22.77

24.80 2.40 59.52

787.80

say 788.00

km-298 sqm 18.10 2.50 45.25

15.40 2.80 43.12

9.60 2.00 19.20

11.60 2.80 32.48

11.40 2.40 27.367.90 1.90 15.01

20.20 2.10 42.42

9.80 2.10 20.58

14.70 1.80 26.46

9.10 1.70 15.47

24.30 2.60 63.18

14.20 3.00 42.60



21.70 2.60 56.42

25.50 2.50 63.75

12.80 3.00 38.40

28.60 2.80 80.08

13.30 2.40 31.92

660.98

say 661.00

km-302 sqm 12.30 2.30 28.29

18.90 2.40 45.36

27.20 2.90 78.88

17.40 2.70 46.98

16.80 2.90 48.72

19.60 2.60 50.96

11.40 2.10 23.94

27.50 2.80 77.00

16.50 2.40 39.60439.73

say 440.00

km-303 sqm 9.50 1.80 17.10

12.00 2.40 28.80

17.00 2.40 40.80

15.60 2.00 31.20

26.60 2.50 66.50

21.90 2.40 52.56

11.40 2.40 27.36

27.30 2.60 70.98

12.80 2.10 26.88

362.18

say 362.00

km-304 sqm 18.80 2.20 41.36

11.50 2.20 25.30

18.50 2.50 46.25

21.30 2.90 61.77

10.50 1.80 18.90

8.40 2.00 16.80

22.00 2.60 57.20

13.90 2.40 33.36

300.94

say 301.00


maintenance km 295.00 to 304.00 of nh-74

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