Maintenance Km 295.00 to 304.00 of NH-74 (2)

8/13/2019 Maintenance Km 295.00 to 304.00 of NH-74 (2)

1/15

DIVISION: NH Division, PWD, BAREILLY

KM - 300

1 2 3 5 6 7 8 9 10 11 12up

300 Lal Kuan 500 85 594.50 540.45 1040.45 1040.45 1040.45 51

76

300 Lal Kuan 510 85 594.50 540.45 1050.45 1050.45 1050.45 To

Le

300 Lal Kuan 540 85 594.50 540.45 1080.45 1080.45 1080.45

me

300 Lal Kuan 600 85 594.50 540.45 1140.45 1140.45 1140.45 to

300 Lal Kuan 600 85 594.50 540.45 1140.45 1140.45 1140.45Qu

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

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

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 ENGINEEREXECUTIVE ENGINEER SUPERINTEN

N.H. Construction Division 28th C

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


2/15

503 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 = sqm

Taking output = 3500 sqm

a) LabourMate 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

Air compressor 250 cfm hour 2.800 206.00 576.80

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 33295.02 29133.14

sub total 29133.14

a+b+c 32434.42

d) Overhead charges @10% input on (a+b+c) 3243.44

e) Contractor's profit @10% input on (a+b+c+d) 3567.79

Cost for 3500 sqm = a+b+c+d+e 39245.65

Rate per sqm = (a+b+c+d+e)/3500 11.21

Say 11.30

Junior Engineer Assistant Engineer Executive Engineer


3/15


4/15

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)

a) Labour day 0.160 125.00 20.00

Mate day 4.000 125.00 500.00

Mazdoor

b) Machinery hour 2.000 11167.00 22334.00

HMP of 75 tonnes/hour. hour 2.000 450.00 900.00

Electric Generator Set 250 KVA hour 2.000 520.00 1040.00

Front end loader 1 cum bucket capacity tonne.k

m

104 x 5' 14.50 75400.00

Tipper 10 tonne capacity 7540.00

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

loading and unloading

hour 2.000 629.00 1258.00

Paver finisher hydrostatic with sensor attachment hour 2.000 297.00 594.00

Smooth wheeled 8-10 tonnes capacity 30041.20

add : escaslation @ 35 % on machinery

c) Material tonne 5.340 40888.96 218347.05

Bitumen@ 6.80 kg per 10 sqm cum 47.160 1140.45 53783.62

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

41175.79

d) Overhead charges @10% input on (a+b+c) 45293.37e) Contractor's profit @10% input on (a+b+c+d) 498227.02


Rate per sqm = (a+b+c+d+e)/7858 say 63.00



5/15

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 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

Unit = sqm

Taking output = 3000 sqm (225 cum)

a) Labour day 0.400 125.00 50.00

Mate day 8.000 125.00 1000.00

Mazdoor including for brooming of key aggregates day 2.000 130.00 260.00

Mazdoor skilled

b) Machinery hour 6.000 1700.00 10200.00

Hydraulic self propelled chip spreader both for

aggregates and key aggregates@ 1500 sqm per hour for

3000 x 3 sqm

hour 3.430 516.00 1769.88

Bitumen pressure distributor for 3000 x 2 sqm @ 1750

sqm per hour

hour 10.000 200.00 2000.00

Tipper 5.5 cum capacity hour 6.000 297.00 1782.00

smooth wheel roller 8 tonnes hour 6.000 520.00 3120.00

Front end loader 1 cum bucket capacity 6605.16

add : escaslation @ 35 % on machinery

c) Material tonne 9.000 40888.96 368000.64

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

layer

cum 300.000 1080.45 324136.36

Crushed stone coarse aggregate passing 53 mm and

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

layer

cum 39.000 1140.45 44477.73

Key aggregates passing 22.4 mm and retained on 2.8

mm sieve @ 0.13 cum per 10 sqm

76340.18

d) Overhead charges @10% input on (a+b+c) 83974.19

e) Contractor's profit @10% input on (a+b+c+d) 923716.14


Rate per sqm = (a+b+c+d+e)/3000 say 308.00



6/15

522 Crack Prevention Courses(i) Stress absorbing membrane (SAM) crack width less than 6 mm

Providing and laying of a stress absorbing membrane over a cracked

road surface, with crack width below 6 mm after cleaning with a

mechanical broom, using modified binder complying with clause 521,

sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 mm

crushed stone aggregates @ 0.11 cum per 10 sqm with hydraulic

chip spreader, 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 0.240 125.00

Mazdoor day 6.000 120.00

b) Machinery

Mechanical broom @ 1250 sqm per hour hour 6.000 230.00

Air compressor 250 cfm hour 6.000 206.00

Bi tumen pressure distr ibutor @ 1750 sqm per hour hour 6.000 516.00

Hydraulic Chip spreader hour 6.000 input #

Smooth wheeled road roller 8-10 tonne hour 6.000 297.00

c) Material

Modified binder tonne 9.450 input #

Crushed stone aggregates 5.6 mm size cum 105.000 input #

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 #



7/15


8/15


9/15

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 Technical bid

4 Bid Security5 Time of Completion

6 Validity Period

7 Cost of Tender Form

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


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 aftereach 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 250.00

km-296 sqm 260.00

km-297 sqm 80.00

km-299 sqm 70.00

km-300 sqm 110.00

km-302 sqm 120.00

Total sqm 890.00 308.00 274120.00

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 890.00 11.30 10057.00

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 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 sqm 320.00

km-296 sqm 300.00

BILL OF QUANTITY

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


10/15

km-297 sqm 100.00

km-299 sqm 110.00

km-300 sqm 125.00

km-302 sqm 85.00

Total sqm 1040.00 133.00 138320.00

4 Seal Coat

Providing and laying seal coat sealing the voidsin a bituminous surface laid to the specified

levels, grade and cross fall using Type B seal

coatsQty same as above item no-3 sqm 1040.00 63.00 65520.00

Total 488017.00

Signature of Contractor

Complete Adress of Contractor


11/15




3 Date of Openning Tender

4 Security E/M5 Time of Completion

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-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 aftereach 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 250.00

km-296 sqm 260.00

km-297 sqm 80.00

km-299 sqm 70.00

km-300 sqm 110.00

km-302 sqm 120.00

Total sqm 890.00 308.00

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 890.00 11.30

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 base of excavation as per

clause 503, back filling the pot holes with hot


compacting, trimming and finishing the surface to

form a smooth continuous surface, all as per

clause 3004.2 km-295 sqm 320.00

km-296 sqm 300.00

One Month

Three Months

150+500+88 = 738/-

Rate

BILL OF QUANTITY


25th April 2012

11th May 2012

14 th May 2012

Rs. 50000/-


12/15

km-297 sqm 100.00

km-299 sqm 110.00

km-300 sqm 125.00

km-302 sqm 85.00

Total sqm 1040.00 133.00

4 Seal Coat

Providing and laying seal coat sealing the voidsin a bituminous surface laid to the specified

levels, grade and cross fall using Type B seal

coatsQty same as above item no-3 sqm 1040.00 63.00

Total

Signature of Contractor Officer Calling Tender Officer Openning Tender

Complete Adress of Contractor Officer Accepting Tender


13/15



3 Date of Openning Tender4 Security E/M

5 Time of Completion

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 bindercomplying 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/-


14/15

Details Of Measurments


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


Providing, laying and rolling of built-up-

spray grout layer over prepared base

consisting of a two layer composite

construction of compacted crushedcoarse 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

km-295 sqm 250.00 km-296 sqm 260.00

km-297 sqm 80.00

km-299 sqm 70.00

km-300 sqm 110.00

km-302 sqm 120.00

Total sqm 890.00 0.00 0.00

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 preparedbituminous/granular surface cleaned

with mechanical broom.Qty same as above item no-1 sqm 890.00 0.00 0.00

3 Filling Pot-holes and Patch Repairs

with open-Graded Premix surfacing,

20mm.



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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


compacting, trimming and finishing thesurface to form a smooth continuous

surface, all as per clause 3004.2

km-295 sqm 320.00

km-296 sqm 300.00

km-297 sqm 100.00

km-299 sqm 110.00

km-300 sqm 125.00

km-302 sqm 85.00

Total sqm 1040.00 0.00 0.00

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 1040.00 0.00 0.00

Total 0.00

Maintenance Km 295.00 to 304.00 of NH-74 (2)

Documents

Transcript of Maintenance Km 295.00 to 304.00 of NH-74 (2)