maintenance & estimate

8/13/2019 Maintenance & Estimate

1/40

DIVISION: NH Division, PWD, BAREILLY

KM - 268

1 2 3 5 6 7 8 9 10 11 12

up to 50 KM

268 Lal Kuan 500 64 494.50 449.55 949.55 949.55 949.55 51 to 64 KM

268 Lal Kuan 510 64 494.50 449.55 959.55 959.55 959.55 Total

Less Loadin

268 Lal Kuan 540 64 494.50 449.55 989.55 989.55 989.55 Rs

268 Lal Kuan 600 64 494.50 449.55 1049.55 1049.55 1049.55

268 Lal Kuan 600 64 494.50 449.55 1049.55 1049.55 1049.55Quarry to KM

KM

268 Lal Kuan 600 64 494.50 449.55 1049.55 1049.55 1049.55

268 Lal Kuan 470 64 494.50 449.55 919.55 919.55 919.55

268 Lal Kuan 550 64 494.50 449.55 999.55 999.55 999.55

268 Lal Kuan 500 64 494.50 449.55 949.55 949.55 949.55

300 Local 380 380.00

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 DivisionN.H. Construction Division 28th Circle N.H.

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

Stone Dust

stone boulder 25-60 Kgs

Coarse Sand

Fine Sand

JUNIOR ENGINEER EXECUTIVE ENGINEER SUPERINTENDING ENGI

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 ( 22.4-53 mm)

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

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

R

ROAD METAL RATES part-B

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

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

No.

Quarry Quarry

Rate

( Rs)

Distence

from

Quarry to

Site (KM)

Cost of

cartage

without

loading

Cost of

cartage

excluding

C.P. (Rs)


2/40

DIVISION: NH Division, PWD, BAREILLY

KM - 300

1 2 3 5 6 7 8 9 10 11 12

up to 50 KM

300 Lal Kuan 500 85 594.50 540.45 1040.45 1040.45 1040.45 51 to 75 KM

76 to 85KM

300 Lal Kuan 510 85 594.50 540.45 1050.45 1050.45 1050.45 Total

Less Loadin

300 Lal Kuan 540 85 594.50 540.45 1080.45 1080.45 1080.45 Rs

mean km

300 Lal Kuan 600 85 594.50 540.45 1140.45 1140.45 1140.45 to km 304

300 Lal Kuan 600 85 594.50 540.45 1140.45 1140.45 1140.45Quarry to KM

KM

300 Lal Kuan 600 85 594.50 540.45 1140.45 1140.45 1140.45

300 Lal Kuan 470 85 594.50 540.45 1010.45 1010.45 1010.45

300 Lal Kuan 550 85 594.50 540.45 1090.45 1090.45 1090.45

300 Lal Kuan 500 85 594.50 540.45 1040.45 1040.45 1040.45

300 Local 380 380.00

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

ROAD METAL RATES

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

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

No.

Quarry Quarry

Rate

Distence

from

Cost of

cartage

Cost of

cartage

Total

(3+7)

I.S.

Transit

Total of

col.

Trade

Tax on

G.Total of

col



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 grit 5.6 mm and below

Stone Dust

stone boulder 25-60 Kgs

Coarse Sand

Fine Sand

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

JUNIOR ENGINEER EXECUTIVE ENGINEER SUPERINTENDING ENG

N.H. Construction Division 28th Circle N.H.


3/40

513 Seal Coat

(ii) 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)

a) Labour

Mate day 0.160 125.00 20.00

Mazdoor day 4.000 125.00 500.00

b) Machinery

HMP of 75 tonnes/hour. hour 2.000 11167.00 22334.00

Electric Generator Set 250 KVA hour 2.000 450.00 900.00

Front end loader 1 cum bucket capacity hour 2.000 520.00 1040.00

Tipper 10 tonne capacity tonne.km 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

add : escaslation @ 35 % on machinery 30041.20

c) Material

Bitumen@ 6.80 kg per 10 sqm tonne 5.340 41682.80 222586.15

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 1049.55 49496.56

d) Overhead charges @10% input on (a+b+c) 41170.99

e) Contractor's profit @10% input on (a+b+c+d) 45288.09

Cost for 7858 sqm = a+b+c+d+e 498168.99

Rate per sqm = (a+b+c+d+e)/7858 63.40

say 63.40

Assistant Engineer Executive Engineer

Analysis of Rate for PART-B

Junior Engineer


4/40

506 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 applicat ion 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 0.400 125.00 50.00

Mazdoor including for brooming of key aggregates day 8.000 125.00 1000.00

Mazdoor skilled day 2.000 130.00 260.00

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


add : escaslation @ 35 % on machinery 6605.16c) Material

Bitumen30 kg per 10 sqm @ 15 kg per 10 sqm for each layer tonne 9.000 41682.80 375145.20

Crushed stone coarse aggregate passing 53 mm and retained on 2.8

mm sieve @ 0.5 cum per 10 sqm for each layer

cum 300.000 989.55 296863.64

Key aggregates passing 22.4 mm and retained on 2.8 mm sieve @

0.13 cum per 10 sqm

cum 39.000 989.55 38592.27





say 297.41



Junior Engineer


5/40

3004.2 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 f il 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)(450 Tonnes)

a) LabourMate Day 3.760 125.00 470.00

Mazdoor Day 90.000 120.00 10800.00

Mazdoor skilled Day 4.000 130.00 520.00

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 14.970 41682.80 623991.52

ii) Bitumen emulsion for tack coat . tonne 2.460 36075.43 88745.55

iii) AggregatesCrushed stone aggregates nominal size 13.2mm cum 184.500 1049.55 193641.14

Crushed stone aggregates nominal size 11.2 mm cum 92.250 1049.55 96820.57



Cost for 4900 cum = a+b+c+d+e 1360126.48

Rate per cum = (a+b+c+d+e)/10250 132.70

say 132.70



Junior Engineer


6/40


7/40

503 Tack Coat

Providing and applying tack coat with bitumen emulsion usingemulsion pressure distributor at the rate of 0.25 kg per sqm on the

prepared bituminous/granular surface cleaned with mechanical broom.

Unit = sqm

Taking output = 3500 sqm

a) Labour

Mate day 0.080 125.00 10.00

Mazdoor day 2.000 125.00 250.00

sub total 260.00

b) Machinery

Mechanical broom @ 1250 sqm per hour hour 2.800 230.00 644.00


Emulsion pressure distributor @ 1750 sqm per hour hour 2.000 516.00 1032.00add : escaslation @ 35 % on machinery 788.48

sub total 3041.28

c) Material

Bitumen @ 0.25 kg per sqm tonne 0.875 41682.80 36472.45

sub total 36472.45

a+b+c 39773.73





Say 13.75

Assistant Engineer Executive EngineerJunior Engineer



8/40

Sr No

Ref. to

MoRTH

Spec.

Description Unit Quantity Rate 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 a

cracked road surface, with crack width 6 to 9 mm after

cleaning with a mechanical broom, using modif ied 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

Unit = sqm


a) Labour

Mate day 0.240 125.00

Mazdoor day 6.000 120.00

SUB TOTALb) Machinery

Mechanical broom @ 1250 sqm per hour hour 6.000 230.00

Air compressor 250 cfm capacity hour 6.000 206.00

Bitumen pressure distributor @ 1750 sqm per hour hour 6.000 516.00

Hydraulic Chip spreader hour 6.000 1700.00

Smooth wheeled road roller 8-10 tonne hour 6.000 297.00

ADD 35 % ESCALATION ON MACHINARY

SUB TOTAL

c) Material

Modified binder tonne 11.550 41682.80

Crushed stone chipping 11.2 mm size cum 105.000 1049.55

SUB TOTAL

A+B+C

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

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

Cost for 10500 sqm = a+b+c+d+e

Rate per sqm = (a+b+c+d+e)/10500

say

Junior Engineer Assistant Engineer Executive Engineer



9/40

Cost Rs

30.00

720.00

750.00

1380.00

1236.00

3096.00

10200.00

1782.00

17694.00

6192.90

23886.90

481436.33

110202.27

591638.60

616275.50

61627.55

67790.31

745693.36

71.02

71.00


10/40

BITUMRN RATE FOR ( PART-B )

NH-74 268

Distance from Mathura Refinery 248

Distance from Panipat Refinery 458

MATERIAL Bitumen VG-

30(Bulk) From

Mathura Refinery

( Rs )

Emulsion M/S (PackedReconditioned Drums from

Panipat Refinery)

( Rs )

CRMB-55(Bulk) from

Mathura Refinery

( Rs )

Basic Rates

01-05-2012

A 35740.00 32160.00 35890.00

Excise

Duty@14%

on 'A'

B 5003.60 4502.40 5024.60

Education

Cess@

3% on 'B'

C 150.11 135.07 150.74

Cartage(1.75/km

) excluding 10%

O.H.

2792

km

D 789.09 - 789.09

Cartage(1.75/km) excluding 10%

O.H.

489X1.75

E - 777.95

EMPTY DRUMS (-)1500

Total

'(A+B+C+D+

E)'

F 41682.80 36075.43 41854.43

SAY G 41683 36075 41854

JUNIOR ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

Rate w.e.f. 01- 05 - 2012

CIRCLE : 28th Circle, NH , PWD, BAREILLY

DIVISION : N H Construction Division, PWD ,Bareilly

IN KM


11/40

1 Date of Calling Tender

2 Date of Receiving Tender

3 Date of Openning Technical bid

4 Bid Security

5 Time of Completion

6 Validity Period

7 Cost of Tender Form

S. No. Item of work Unit Qty. Rate Per Amount

1 Built-up-Spray GroutProviding, 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 bituminousbinder 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

km-265 sqm 100.00

km-266 sqm 80.00

km-267 sqm 80.00

km-269 sqm 110.00

km-271 sqm 90.00

km-273 sqm 105.00

Total sqm 565.00 297.41 168036.652 Tack Coat

Providing and applying tack coat with bitumen

emulsion using emulsion pressure distributor at the

rate of 0.25 kg per sqm on the prepared

bituminous/granular surface cleaned with

mechanical broom.

qty same as above item no-1 sqm 565.00 13.75 7768.75

3 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 baseof 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

km-265 sqm 280.00

km-266 sqm 245.00

km-267 sqm 310.00

km-269 sqm 295.00

BILL OF QUANTITY

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

surfacing From km 264.00 to 275.00 of NH-74 Premix (New NH-30 )


12/40


km-271 sqm 250.00

km-273 sqm 265.00

Total sqm 1645.00 132.70 218283.71

4 Seal Coat

Providing and laying seal coat sealing the voids in a

bituminous surface laid to the specified levels, grade

and cross fall using Type B seal coats

Qty same as above item no-3sqm 1645.00 63.40 104287.09

Total 498376.21

Signature of Contractor

Complete Adress of Contractor


13/40


2 Date of Receiving Tender3 Date of Openning Technical bid

4 Bid Security


6 Validity Period


S. No. Item of work Unit Qty. Rate

1 Built-up-Spray Grout In Figure In Words

Providing, laying and rolling of built-up-



construction of compacted crushed coarseaggregates 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 the

line, grades and cross-section specified,

the compacted layer thickness being 75

mm

km-265 sqm 100.00

km-266 sqm 80.00 km-267 sqm 80.00

km-269 sqm 110.00

km-271 sqm 90.00

km-273 sqm 105.00

Total sqm 565.00 295.00

2 Tack Coat

Providing and applying tack coat with bitumen

emulsion using emulsion pressure distributor at the

rate of 0.25 kg per sqm on the prepared

bituminous/granular surface cleaned with

mechanical broom.qty same as above item no-1 sqm 565.00 11.30



Rate

BILL OF QUANTITY

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

surfacing From km 264.00 to 275.00 of NH-74 Premix (New NH-30 )


14/40

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

km-265 sqm 280.00

km-266 sqm 245.00

km-267 sqm 310.00

km-269 sqm 295.00

km-271 sqm 250.00

km-273 sqm 265.00

Total sqm 1645.00 130.00

4 Seal Coat

Providing and laying seal coat sealing the voids in a

bituminous surface laid to the specified levels,grade and cross fall using Type B seal coats

Qty same as above item no-3 sqm 1645.00 63.00

Total

Signature of Contractor Officer Calling Tender Officer Openning Tender

Complete Adress of Contractor Officer Accepting Tender


15/40


2 Date of Receiving Tender

3 Date of Openning Tender

4 Security E/M


6 Validity Period


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-265 sqm 800.00

km-266 & 267 sqm 1050.00

km-268 & 269 sqm 1250.00

km-270 sqm 850.00

km-271 & 272 sqm 1400.00

km-273 & 274 sqm 1200.00

Total sqm 6550.00 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 264.00 to 274.00 of NH-74 (New NH-

30 )

25th April 2012

11th May 2012

14 th May 2012

Rs. 50000/-


16/40

Analysis Of Rate For PART-A

Tack Coat

Providing and applying tack coat with bitumen emulsion using

emulsion pressure distributor at the rate of 0.25 kg per sqm

on the prepared bituminous/granular surface cleaned with

mechanical broom.

Unit = sqmTaking output = 3500 sqm

a) Labour

day 0.080 125.00 10.00

Mazdoor day 2.000 125.00 250.00

sub total 260.00

b) Machinery



Emulsion pressure distributor @ 1750 sqm per hour hour 2.000 516.00 1032.00

add : escaslation @ 35 % on machinery

788.48

sub total 3041.28

c) Material

Bitumen @ 0.25 kg per sqm tonne 0.875 41781.44 36558.76

sub total 36558.76

a+b+c 39860.04





Say 13.78

J.E. A.E. Executive Engineer J.E.(T) Superindenting EngineerNH C.D.P.W.D.Bareilly NH28th Circle p. w.d.Bareilly



17/40

10.4 3004.2 Filling Pot-holes and Patch Repairs with open-Graded

Premix surfacing, 20mm.


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 fil ling 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

Unit = SqmTaking out put = 10250 sqm (205 cum)(405 tonne)

a) Labour

Mate Day 3.760 125.00 470.00

Mazdoor Day 90.000 120.00 10800.00


b) Machinery



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


c) Material

Crushed stone aggregates nominal size 13.2mm cum 184.500 1140.45 210413.03

Crushed stone aggregates nominal size 11.2mm cum 92.250 1140.45 105206.51

Bitumen 60/70 tonne 14.970 41781.44 625468.09

Bitumen emulsion for tack coat including vertical sides of pot

hole.

tonne 2.460 36075.43 88745.55





say 135.84

J.E. A.E. Executive Engineer J.E.(T) Superindenting Engineer

NH C.D.P.W.D.Bareilly NH28th Circle p. w.d.Bareilly

Analysis Of Rate For PART-A513 Seal Coat


18/40

(ii) Case - II :Type B

Providing 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)

a) Labour

Mate day 0.160 125.00 20.00

Mazdoor day 4.000 125.00 500.00

b) Machinery

HMP of 75 tonnes/hour. hour 2.000 11167.00 22334.00

Electric Generator Set 250 KVA hour 2.000 450.00 900.00


Tipper 10 tonne capacity tonne.km 104 x 5' 14.50 75400.00

Add 10 per cent of cost of carriage to cover cost of loading 7540.00Paver 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 41781.44 223112.86

Crushed stone chipping of 6.7 mm size defined as passing

11.2 mm sieve and retained on 2.36 mm sieve applied @

cum 47.160 1140.45 53783.62





say 64.14






19/40

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 the line, grades and cross-

section specified, the compacted layer thickness being 75

mm

Unit = sqmTaking output = 3000 sqm (225 cum)

a) Labour

Mate day 0.400 125.00 50.00

Mazdoor including for brooming of key aggregates day 8.000 125.00 1000.00

Mazdoor skilled day 2.000 130.00 260.00

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



c) Material

Bitumen30 kg per 10 sqm @ 15 kg per 10 sqm for each layer tonne 9.000 41781.44 376032.92

Crushed stone coarse aggregate passing 53 mm and cum 300.000 1080.45 324136.36

Key aggregates passing 22.4 mm and retained on 2.8 mm cum 39.000 1140.45 44477.73

d) Overhead charges @10% input on (a+b+c) 77143.40e) Contractor's profit @10% input on (a+b+c+d) 84857.75Cost for 3000 sqm = a+b+c+d+e 933435.20


say 311.00



Analysis of Rate( PART-A )

Sr No

.

MoRTH Description Unit Quantity Rate Rs Cost Rs


20/40

5.21 (ii) Stress absorbing membrane (SAM) with crack width 6 mm to 9 mm

Providing and laying of a stress absorbing membrane over a cracked road

surface, wi th crack width 6 to 9 mm after c leaning wi th a mechanical

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

Unit = sqm


a) Labour

Mate day 0.240 125.00 30.00

Mazdoor day 6.000 120.00 720.00

SUB TOTAL 750.00

b) Machinery


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 10200.00Smooth wheeled road roller 8-10 tonne hour 6.000 297.00 1782.00

17694.00

ADD 35 % ESCALATION ON MACHINARY 6192.90

SUB TOTAL 23886.90

c) Material

Modified binder tonne 11.550 41781.44 482575.58

Crushed stone chipping 11.2 mm size cum 105.000 1140.45 119747.73

SUB TOTAL 602323.30

A+B+C 626960.20

d) Overhead charges @ input on (a+b+c) 62696.02

e) Contractor's profit @ input on (a+b+c+d) 68965.62Cost for 10500 sqm = a+b+c+d+e 758621.85


say 72.25




10.5 3004.2 Filling Pot-holes and Patch Repairs with Bituminous





21/40

Unit = Sqm

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

a) Labour

Mate Day 2.920 125.00 365.00

Mazdoor Day 70.000 120.00 8400.00


b) Machinery



Tipper 10 tonnes capacity hour 45.000 200.00 9000.00

Smooth wheeled roller 8-10 tonnes hour 12.000 297.00 3564.00add : escaslation @ 35 % on machinery 28280.70

c) Material

I) Bitumen tonne 22.500 41781.44 940082.29

ii) Bitumen emulsion for tack coat . tonne 1.180 36075.43 42569.00

iii) Aggregates

Grading I - 19mm(Nominal size)

20-10mm 35 per cent cum 99.750 1140.45 113759.89

10-5 mm 23 per cent cum 65.550 1140.45 74756.50

5mm and below40 per cent cum 114.000 1140.45 130011.30

Add 5 per cent for wastage 15926.38

orGrading-II 13mm (Nominal size)

13.2-10 mm 30 per cent cum 85.500 1140.45 97508.48

10-5 mm 25 per cent cum 71.250 1140.45 81257.06

5 mm and Below43 per cent cum 122.550 1140.45 139762.15

5 mm and Below43 per cent cum 122.550 1140.45 139762.15

Filler 2 per cent tonne 9.000 1010.45 9094.05

Add 5 per cent for wastage 18493.77

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

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

10.5 (i) for grading I Material

d) Overhead charges @10% input on (a+b+c) 143497.81e) Contractor's profit @10% input on (a+b+c+d) 157847.59



say 354.00

10.5 (ii) for grading II Material

d) Overhead charges @ input on (a+b+c) 148889.32

e) Contractor's profit @ input on (a+b+c+d) 163778.25



say 368.00




22/40


3004.2 Filling Pot-holes and Patch Repairs with open-Graded

Premix surfacing, 20mm.




per clause 503, back fil ling the pot holes with hot bituminous

material as per clause 511, compacting, trimming andfinishing 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 3.760 125.00

Mazdoor Day 90.000 120.00

Mazdoor skilled Day 4.000 130.00

b) Machinery

Air compressor 250 cfm hour 6.000 206.00

HMP 100-110 TPH Capacity hour 6.000 11167.00

Tipper 5.5 tonnes capacity hour 45.000 200.00

Smooth wheeled roller 8-10 tonnes hour 12.000 297.00

add : escaslation @ 35 % on machinery


23/40

c) Material

Crushed stone aggregates nominal size 13.2mm cum 184.500 1140.45

Crushed stone aggregates nominal size 11.2mm cum 92.250 1140.45

Bitumen 60/70 tonne 14.970 41781.44

Bitumen emulsion for tack coat including vertical sides of pot

hole.

tonne 2.460 36075.43

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

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

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

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

say

A.E. Executive Engineer J.E.(T) Superindenting

NH C.D.P.W.D.Bareilly NH28th Circle p.


24/40

470.00

10800.00

520.00

1236.00

67002.00

9000.00

3564.00

28280.70


25/40

210413.03

105206.51

625468.09

88745.55

115070.59

126577.65

1392354.11

135.84

135.84

Engineer

w.d.Bareilly


26/40

surfacing From km 295.00 to 304.00 &km264.oo to 274.00of NH-74 (New NH-30 )

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


Providing, laying and rolling of built-up-



construction of compacted crushed

coarse aggregates using motor graderfor 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 the line, grades and cross-

section specified, the compacted layer

thickness being 75 mm

km-295 1 6.70 4.00 26.80

1 12.40 5.80 71.921 24.70 3.70 91.39

1 21.60 4.80 103.68

1 18.70 4.20 78.54

1 6.80 3.90 26.52

1 26.00 4.60 119.60

518.45

km-296 1 10.40 3.40 35.36

1 22.40 6.40 143.36

1 27.20 4.80 130.56

1 12.90 3.80 49.02

1 20.80 4.60 95.68

1 12.80 3.60 46.081 8.60 4.20 36.12

1 20.40 3.80 77.52

1 10.90 4.70 51.23

664.93

km-297 1 9.60 5.70 54.72

1 14.20 5.80 82.36

1 7.40 5.40 39.96

2 16.50 4.00 132.00

1 3.90 2.70 10.53

1 6.70 3.30 22.11

341.68

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


27/40

km-298 1 9.80 4.20 41.16

1 16.80 5.80 97.44

1 20.85 3.90 81.32

2 12.00 4.00 96.00

1 11.20 4.60 51.52

2 6.00 3.60 43.20

410.64

km-299 1 6.40 3.70 23.68

1 7.70 3.90 30.03

1 17.60 3.55 62.48

1 3.40 2.20 7.48

1 16.50 2.90 47.85

1 5.40 3.80 20.52

1 18.90 4.10 77.49

1 10.40 3.90 40.56

310.09

km-300 1 20.40 2.70 55.08

1 9.90 4.00 39.60

1 11.80 3.20 37.76

1 22.20 2.90 64.38

1 16.00 3.75 60.00

1 17.90 3.80 68.02

1 7.40 3.50 25.90

1 16.40 3.70 60.68

411.42

km-301 1 6.70 3.30 22.11

1 11.20 3.50 39.20

1 3.80 2.40 9.12

1 22.20 3.00 66.60

1 6.90 3.20 22.08

1 9.80 4.20 41.16

1 33.30 2.80 93.24

293.51

km-302 1 15.40 2.70 41.58

1 8.40 3.00 25.201 12.00 3.30 39.60

1 4.80 1.80 8.64

1 15.80 4.20 66.36

2 5.60 2.20 24.64

1 6.80 3.20 21.76

1 12.30 3.50 43.05

270.83

km-303 1 4.70 2.50 11.75

1 23.40 3.70 86.58

1 9.10 2.60 23.66

1 28.00 4.80 134.40

1 21.50 3.15 67.731 5.50 2.65 14.58

1 16.25 3.90 63.38

1 26.40 4.30 113.52

1 7.50 3.55 26.63

542.21


28/40

km-304 1 11.20 2.90 32.48

1 6.40 4.80 30.72

1 9.40 3.20 30.08

1 22.00 4.80 105.60

1 7.80 3.05 23.79

1 4.20 2.10 8.82

1 2.40 1.90 4.56

1 3.80 2.10 7.98

244.03

Total (A) 4007.79

km-265 1 6.40 3.10 19.84

1 8.60 2.60 22.36

1 10.80 4.10 44.28

1 5.60 3.20 17.92

1 17.60 4.40 77.44

1 12.60 3.80 47.88

1 9.70 4.00 38.80

268.52

km-266 1 6.40 3.70 23.68

1 11.30 4.20 47.46

1 21.50 4.80 103.20

1 8.80 3.30 29.041 11.80 4.60 54.28

257.66

km-267 1 9.40 3.90 36.66

1 9.00 3.40 30.60

1 12.80 4.00 51.20

1 6.60 3.60 23.76

142.22

km-268 1 11.70 3.25 38.03

2 9.50 3.00 57.00

1 6.50 4.50 29.25

1 16.20 4.10 66.42

190.70

km-269 1 6.90 3.75 25.88

1 11.70 4.50 52.65

1 18.60 3.90 72.54

1 12.00 3.30 39.60

190.67


29/40

km-270 1 10.60 3.20 33.92

1 14.40 2.80 40.32

1 5.80 2.40 13.92

1 11.90 3.70 44.03

132.19

km-271 1 21.50 3.65 78.48

1 3.00 1.60 4.80

1 11.50 4.40 50.60

1 7.90 3.90 30.81

1 13.55 4.30 58.27

222.95

km-272 1 8.80 3.60 31.68

1 24.60 3.90 95.94

1 6.90 3.40 23.46

1 28.50 3.05 86.93

1 4.80 3.00 14.40

1 11.80 3.80 44.84

1 9.60 3.40 32.64

1 12.80 3.70 47.36

377.25

km-273 1 10.50 2.60 27.30

1 7.50 2.20 16.50

1 8.20 4.00 32.80

1 8.40 3.20 26.88

1 10.50 2.80 29.40

1 4.40 2.70 11.88

1 14.40 3.30 47.52

192.28

km-274 1 12.20 2.85 34.77

1 4.20 1.95 8.19

1 6.20 2.70 16.74

1 9.80 2.40 23.52

1 7.20 3.30 23.76

106.98

Total (B) 2081.41


30/40

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

km-295 1 7.00 4.20 29.40

1 12.80 5.80 74.24

1 18.60 3.90 72.54

1 9.40 4.40 41.36

1 10.60 3.45 36.571 32.80 4.85 159.08

1 7.90 4.00 31.60

1 27.90 4.80 133.92

578.71

km-296 1 12.40 3.60 44.64

1 32.40 6.40 207.36

1 9.60 4.75 45.60

2 28.50 3.85 219.45

1 19.45 3.30 64.19

1 12.90 4.85 62.57

1 36.00 3.30 118.80

1 22.40 4.80 107.521 14.90 4.80 71.52

941.64

km-297 1 10.60 6.30 66.78

1 6.40 3.80 24.32

1 19.40 5.40 104.76

1 5.90 3.50 20.65

1 18.40 5.00 92.00

1 9.70 3.80 36.86

345.37


31/40


32/40

km-303 1 14.70 4.20 61.74

1 25.40 3.90 99.06

1 12.85 3.85 49.47

1 38.20 3.45 131.79

1 24.00 4.50 108.00

1 6.80 3.65 24.82

1 20.80 3.90 81.12

1 28.80 4.80 138.24

1 9.85 4.00 39.40

733.64

km-304 1 16.60 4.80 79.68

1 9.20 4.80 44.16

1 16.60 4.65 77.19

1 10.80 3.75 40.50

1 7.20 2.90 20.88

1 24.40 3.90 95.16

1 7.30 2.85 20.81

378.38

Total (A) 5581.66

km-265 1 16.80 3.50 58.80

1 8.70 2.80 24.36

1 13.80 4.10 56.581 25.90 3.90 101.01

1 19.60 4.90 96.04

1 14.65 4.80 70.32

1 10.70 4.60 49.22

456.33

km-266 1 6.90 3.75 25.88

1 21.30 4.20 89.46

2 18.00 3.80 136.80

1 26.80 5.40 144.72

1 20.75 3.80 78.85

1 16.80 4.60 77.28

552.99

km-267 1 9.90 4.50 44.55

1 29.80 3.60 107.28

1 28.80 4.80 138.24

1 22.80 4.10 93.48

1 6.80 4.60 31.28

414.83

km-268 1 21.70 3.95 85.72

2 12.50 3.80 95.00

1 38.50 4.50 173.25

1 19.65 4.70 92.36

446.32


33/40

km-269 1 11.90 3.75 44.63

1 18.85 4.80 90.48

1 22.00 3.50 77.00

1 18.00 4.20 75.60

1 20.20 4.25 85.85

1 12.80 3.85 49.28

422.84

km-270 1 18.60 3.60 66.96

1 34.80 3.40 118.32

1 9.80 2.90 28.42

1 33.30 4.10 136.53

350.23

km-271 1 21.90 3.80 83.22

1 7.70 3.60 27.72

1 21.50 4.40 94.60

2 16.00 4.50 144.00

1 29.90 4.10 122.59

1 16.60 4.60 76.36

548.49

km-272 1 10.80 3.75 40.50

1 27.60 4.25 117.30

1 7.90 3.40 26.86

1 37.20 3.70 137.64

1 25.80 2.75 70.95

1 13.60 4.80 65.28

1 19.90 3.85 76.62

1 14.10 3.80 53.58

588.73

km-273 1 12.20 2.60 31.72

1 7.50 2.20 16.50

1 28.20 4.00 112.80

1 8.40 3.20 26.88

1 30.50 2.80 85.40

1 4.40 2.70 11.88

1 14.40 3.30 47.52332.70

km-274 1 12.20 3.30 40.26

1 5.20 3.00 15.60

2 15.50 3.50 108.50

1 26.90 3.70 99.53

1 11.80 3.30 38.94

1 8.75 3.60 31.50

334.33

Total (B) 4447.78


34/40

surfacing From km 295.00 to 304.00& km 264.00 to 274.00 of NH-74 (New NH-30 )


3 Seal Coat

Providing and laying seal coat sealing

the voids in a bituminous surface laid to

the specified levels, grade and cross fall

using Type B seal coats

qty same as above item no-3 (A)5581.66

qty same as above item no-3 (B)

4447.78

4 Stress absorbing membrane (SAM) withcrack width 6 mm to 9 mm

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 rateof 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 1 17.00 2.50 42.50

1 45.80 2.80 128.24

1 22.80 3.70 84.36

1 38.80 2.45 95.06

1 49.50 2.80 138.60

1 42.00 2.75 115.50

1 18.95 3.00 56.85

1 62.00 3.45 213.901 59.40 3.40 201.96

1 7.90 2.60 20.54

1 27.90 2.80 78.12

1175.63

km-296 1 32.40 2.90 93.96

1 18.60 3.10 57.66

1 38.60 4.40 169.84

1 114.80 2.80 321.44

1 21.40 2.85 60.99

1 42.80 3.00 128.40

1 29.45 3.65 107.49

1 28.60 2.90 82.941 19.60 3.75 73.50

1 38.40 3.80 145.92

1 31.50 3.10 97.65

1339.79

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


35/40

km-297 1 20.60 3.30 67.98

1 16.40 3.80 62.32

1 32.50 3.15 102.38

1 66.60 4.60 306.36

1 27.55 3.90 107.45

1 46.10 2.90 133.69

1 49.40 3.75 185.25

1 14.90 3.50 52.15

1 29.70 3.40 100.98

1118.55

km-298 1 19.80 3.20 63.36

1 54.20 4.45 241.19

1 26.40 3.10 81.84

1 16.70 2.95 49.27

1 24.40 3.75 91.50

1 32.80 4.80 157.44

1 44.60 3.80 169.48

2 38.80 4.10 318.16

1108.88

km-299 1 8.40 2.70 22.68

1 27.90 3.40 94.86

1 76.40 4.80 366.72

1 43.80 3.65 159.87

1 30.50 2.90 88.45

1 58.70 3.65 214.26

1 48.60 3.80 184.68

1 12.90 2.90 37.41

1 35.40 3.50 123.90

1292.83

km-300 1 22.80 3.25 74.10

1 112.60 3.80 427.88

1 54.70 3.35 183.25

1 40.80 3.25 132.60

1 62.80 3.80 238.64

2 9.40 2.90 54.52

1 22.60 3.40 76.84

1187.83

km-301 1 18.40 3.60 66.24

1 48.20 3.90 187.98

1 6.80 2.80 19.04

1 67.20 3.60 241.92

1 30.00 4.00 120.00

1 79.00 3.75 296.25

1 11.40 4.40 50.16

1 36.30 3.30 119.79

1101.38


36/40

km-302 1 17.25 3.90 67.28

1 9.40 3.60 33.84

1 66.60 4.50 299.70

1 9.00 3.20 28.80

1 11.80 4.40 51.92

1 20.50 3.30 67.65

1 77.80 3.20 248.96

1 33.50 4.20 140.70

1 9.80 4.75 46.55

1 48.80 3.90 190.32

1175.72

km-303 1 36.80 4.20 154.56

1 105.40 3.90 411.06

1 22.50 6.60 148.50

1 78.00 4.10 319.80

1 6.80 3.65 24.82

1 49.80 3.90 194.22

1 58.00 4.80 278.40

1 9.85 3.00 29.55

1560.91

km-304 1 16.60 3.80 63.08

1 90.00 2.80 252.00

1 36.60 4.30 157.38

1 42.50 3.70 157.25

1 10.80 3.75 40.50

1 7.20 2.90 20.88

1 40.00 2.90 116.00

1 7.30 2.85 20.81

827.90

Total (A) 11889.40

km-265 1 16.80 3.50 58.80

1 28.70 2.80 80.36

1 42.80 3.55 151.94

1 25.90 3.90 101.011 29.60 4.20 124.32

1 44.00 4.60 202.40

1 10.70 4.60 49.22

768.05

km-266 1 6.90 3.75 25.88

1 31.60 4.70 148.52

1 19.50 3.30 64.35

1 26.80 4.40 117.92

1 30.75 3.80 116.85

1 16.80 4.60 77.28

550.80


37/40

km-267 1 9.90 4.50 44.55

1 39.80 3.60 143.28

1 52.80 3.70 195.36

1 22.80 4.10 93.48

1 6.80 4.60 31.28

507.95

km-268 1 21.70 3.95 85.72

2 22.00 3.80 167.20

1 45.00 3.30 148.50

1 35.60 4.40 156.641 8.50 4.50 38.25

1 19.65 4.70 92.36

688.66

km-269 1 38.90 3.75 145.88

1 18.85 4.80 90.48

2 36.50 4.30 313.90

1 34.00 3.00 102.00

1 70.20 3.25 228.15

1 12.80 3.85 49.28

929.69

km-270 1 18.60 3.60 66.96

1 45.50 3.40 154.701 9.80 2.90 28.42

1 48.50 4.00 194.00

444.08

km-271 1 21.90 3.80 83.22

1 120.00 4.00 480.00

1 37.70 4.40 165.88

1 55.50 4.00 222.00

1 9.90 4.10 40.59

1 26.80 4.60 123.28

1114.97

km-272 1 10.80 3.75 40.50

1 27.60 4.25 117.301 47.90 3.40 162.86

1 52.90 3.50 185.15

1 107.20 3.70 396.64

1 43.60 4.80 209.28

1 9.90 3.85 38.12

1 34.80 3.80 132.24

1282.09


38/40

km-273 1 12.20 2.60 31.72

1 7.50 2.20 16.50

1 48.20 4.10 197.62

1 8.40 3.20 26.88

1 42.00 5.20 218.40

1 30.50 2.80 85.40

1 24.40 2.70 65.88

1 14.40 3.30 47.52

689.92

km-274 1 12.20 3.30 40.26

1 35.20 3.00 105.601 6.90 3.70 25.53

1 31.80 3.80 120.84

1 60.80 3.60 218.88

511.11

Total (B) 7487.31

Junior Engineer Assistant Engineer

NH, PWD, Bareilly


39/40

surfacing From km 295.00 to 304.00 & km 264.00 to 274.00 of NH-74 (New NH-30 )



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 keyaggregates placed on top of the second layer to serve

as a Base conforming to the l ine, grades and cross-

section specif ied, the compacted layer thickness

being 75 mm ( from km 294.00 to 304.00 ) A

sqm 4007.79 311.15 sqm 1247022.30

( from km 264.00 to 274.00 ) B sqm 2081.41 297.41 sqm 619038.85




excavation to provide firm vertical faces, cleaning of

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

of excavation as per clause 503, back f il ling 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 (from km 294.00 to 304.00) A

sqm 5581.66 135.84 sqm 758212.69


3 Providing and laying seal coat sealing the voids in a

bituminous surface laid to the specified levels, grade

and cross fall using Type B seal coats (from km

294.00 to 304.00 ) A sqm 5581.66

#

#

#

# sqm 358007.67


4 Stress absorbing membrane (SAM) with crack width 6 mmto 9 mm

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 clause 902. ( from km

294.00 to 304.00 ) Asqm 11889.40 72.25 sqm 859005.58


Total 5245058.07

J.E. A.E. Executive Engineer Superinding Engineer

NHCD PWD Bareilly NH 28th Circle PWD Bareilly

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

BILL OF QUANTITY


40/40

S.No. Item of Work Amount .

1 Filling Pot-holes with B.U.S.G.& Patch-

repair with open graded Premix

surfacing From km 295.00 to 304.00 &

km 264.00 to 274.00 of NH-74(NewNH-30) 5245058.07

Total 'A' 5245058.07

2 Contingency 2.8% 146861.63

3 Quality Control 1% on A 52450.584 W.C. Establishment 1.5% on A 78675.87

5 Centage Charges 9% on A 472055.23

6 Labour cess 1% on A 52450.58

Total 6047551.96

Say 60.48 Lacs

Junior Engineer Assistant Engineer Executive Engineer

NH, PWD, Bareilly NH, PWD, Bareilly NH, PWD, Bareilly

SUMMARY OF COST

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

surfacing From km 295.00 to 304.00 &km264.oo to 274.00of NH-74 (New NH-30 )

.

maintenance & estimate

Documents