Construction of Asphalt Road on Petlad Branch in between Ch. 48700 to 49400 mt. on I.P. Side.

Bill Of Quantities

Name of work :- Construction of Asphalt road on Petlad Branch in between ch. 48700 to

49400 mt. on I.P.Side

Estimated Rate without Total Amount

Estimated Rate without Total Amount

Sr.No Quntity Item Unit

GST Without GST Rs.

In figures In World

Box cutting the road surface to proper Rs. One

slope and camber for making a base of Hundred

road work including removing the Nine & Forty

1 448.00 excavated stuff upto and disposing on CM 109.41 One Paise

the road side as directed 50 mt. in Only

Providing and laying granular sub-base Thousand

Grade-I C.B.R.not less than 30% by Four

providing close graded Hundred

materials,consisting of B.T. crushed

stone aggregates 53 mm to 25 mm @

mm to below @ 30% coarse sand

2 336.00 combination and stone dust/grit CM 1416.09

spreading in uniform layers with motor

grader on prepared surface, mixing by

mix in place method with rotovator at

O.M.C. to required dry density including

filling the depressions which occred

during the process using vibratory roller

8-T to 10-T complete .

Providing, laying, spreading and Rs. One

compacting graded stone aggregate to Thousand

Wet Mix Macadam (WMM) Five Hundred

specification including premixing the Sixty Eight &

material with water at OMC in

mechanical mix plant carriage of mixed

material by tripper to site, laying in

3 543.00 uniform layers with grader in sub base / CM 1568.45

base course on well prepared surface

and compacting with vibratory roller to

achieve the desired density etc.

complete as per MORT&H

Specifcation & Grading as per IRC 109-

Preparing surface by Brushing with Rs. Twenty

wire brushes for removing caked mud Nine &

etc. sweeping with brooms and finally Seventy

fanning the cleaned surface with Three Paise

gunney bags to remove all loose dirt Only

etc.(i) Water bound macadam

Providing & Laying bitumeneous grout Rs. Two

37.50 mm thick using asphal tgrade Thousand

VG-30 at the rate of 1.99 % Two Hundred

i.e.19.90Kg./Mt byweight of mix Ninety Nine &

including heating and mixing in drum Ninety Four

mix plant,transporting the mix and Paise Only

spreading the sameby paver finisher

andconsolidation as per MOST

specification including cost of

allMaterials, fuel, labours, tools and

plants etc. using contractor's owndrum

mix plant etc. complete.(Considering

0.66 cmt/MT qty. for Aggregate.)

Providing, laying and rolling of 25mm Rs. Three

thick VG-30 open graded Thousand

premixbituminous carpet with B.T. Three

aggregate as specified and using Hundred

bitumen VG-10 for tack coat at the Forty Seven

rate of 3.5 kg/ 10sqm on BT .( As per & Eighty Nine

IRC-16)and using bitumen VG-30 for Paise Only

mixing with aggregate at the rate of

3.36% i.e.33.60 Kg/M.T. of total mix

including heating and mixing in drum

mixpant, spreading the same with

6 121.00 paver finisher and consolidation MT 3347.89

withvibratory roller includng necessary

firewood, oil lubricants, labour,charges

etc. using equipment, tool etc

completed in accordance with the

requirement of specification

(Considering 0.66 cmt/MT qty. for

Providing and laying seal coat with Rs. Three

B.T. aggregate as specified using Thousand

aggregate at the rate of 0.66 cum / 1 Three

MT. and bitumen VG-30 for mixing Hundred

with aggregate at the rate of 4.5% i.e. Seventy

45.00 kg/ M.T. of total mixincluding Seven & Sixty

heating and mixing heating and mixing Four Paise

in drum mix plantand spreading the Only

same by paver finisher and

7 101.00 consolidation withvibratory roller MT 3377.64

including necessary using contractor's

own drum mixplant, machineries and

equipment, tools etc. complete in

accordancewith the requirement of

Providing and laying asphalt painting Rs. Forty One

on BT surface with Bitumengrade VG- & Eight Paise

10 at the rate of 5.00Kg / 10 Sqm by Only

Mechanical sprayer and spreading the

stone dust on prepared surface at the

8 2100.00 rate of 0.03 cum / 10 sqm and Rolling SM 41.08

withsmooth wheeled roller and

pneumatic roller and brushing etc

type - A, "W" : Metal Beam Crash Rs. Three

Barrier (Providing and erecting a "W" Thousand

metal beam crash barrier comprising Three

of 3 mm thick corrugated sheet metal Hundred

beam rail, 70 cm above road/ground Twenty One

level, fixed on ISMC series channel Only

vertical post, 150 x 75 x 5 mm spaced

2 m centre to centre, 1.8 m high,

m below ground/road level, all steel

parts and fitments to be galvanised by

9 30.000 hot dip process, all fittings to conform Rm 3321.00

to IS:1367 and IS:1364, metal beam

rail to be fixed on the vertical post with

a spacer of channel section 150 x 75 x

5 mm, 330 mm long complete as per

Total Rs…(Without GST)

Rs. Twenty Seven Lac Seventy Three Thousand Three Hundred Twenty Eight & Twenty Six Paise Only

I / We am / are willing to carry out the work at………………..% above / below precent.

(Should be written in figure and words) of the estimate reates mentioned above.

Amount of my / our tender works out as under.

Estimated amount put Estimated amout put

to tender Rs……………. to tender Rs……………..

Deduct …………..% Add………………%

below Rs………… Above Rs……………

Net Rs……………….. Total Rs…………….

In words…………………………….. In words………………

Notes 1 -The Contractor shall exhibit a board with detailed specification and details of work as directed by the

Engineer-In-Charge for which no extra payment shall be made.

Notes 2 - The labour cess will be deducted as per prevailing rules i.e.1% of the work done.

Notes 3 - GST and Income tax TDS will be deducted at a source while making payments of bills

Note 4 - In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per

Govt.G.R.:PRC-10/2017CementConsumption/16/CDate:11/05/2017asstatedin

S.O.R. there fore in R.C.C. items where there is a change as per actual mix design the cost

of difference of cement consumption have been deducted from the rate of original item at the rate of input rate

mentioned in all the tender.

Note 5 - Basic Rate for Cement Difference Calculation of Mix Design will be Rs.5483.37/M.T. (Rate as per

CGWRD SOR 2023-24)

Deputy Executive Engineer Divisional Account Officer

Petlad Irrigation Sub Division Petlad Irrigation Division

Executive Engineer

Petlad Irrigation Division

Bill Of Construction of Asphalt road on Petlad Branch in between ch. 48700 to 49400 mt. on

Quantities I.P.Side

BITUMEN CONSUMPTION

Item Total Bitumen

Sr No. Item Description Quantity Unit consumptio

Providing, laying and rolling of 25mm thick VG-30 open graded

premixbituminous carpet with B.T. aggregate as specified and using

bitumen VG-10 for tack coat at the rate of 3.5 kg/ 10sqm on BT .( As

per IRC-16)and using bitumen VG-30 for mixing with aggregate at

the rate of 3.36% i.e.33.60 Kg/M.T. of total mix including heating and

1 6 mixing in drum mixpant, spreading the same with paver finisher and 121.00 MT 0.03360

consolidation withvibratory roller includng necessary firewood, oil

lubricants, labour,charges etc. using equipment, tool etc completed

in accordance with the requirement of specification (Considering

0.66 cmt/MT qty. for Aggregate.)

Providing and laying seal coat with B.T. aggregate as specified using

aggregate at the rate of 0.66 cum / 1 MT. and bitumen VG-30 for

mixing with aggregate at the rate of 4.5% i.e. 45.00 kg/ M.T. of total

mixincluding heating and mixing heating and mixing in drum mix

2 7 plantand spreading the same by paver finisher and consolidation 101.00 MT 0.045

withvibratory roller including necessary using contractor's own drum

mixplant, machineries and equipment, tools etc. complete in

accordancewith the requirement of specification

Providing and laying asphalt painting on BT surface with

Bitumengrade VG-10 at the rate of 5.00Kg / 10 Sqm by Mechanical

sprayer and spreading the stone dust on prepared surface at the

rate of 0.03 cum / 10 sqm and Rolling withsmooth wheeled roller and

pneumatic roller and brushing etc complete.

BITUMEN CONSUMPTION

Item Total Bitumen

Sr No. Item Description Quantity Unit consumptio

Providing, laying and rolling of 25mm thick VG-30 open graded

premixbituminous carpet with B.T. aggregate as specified and

using bitumen VG-10 for tack coat at the rate of 3.5 kg/ 10sqm

on BT .( As per IRC-16)and using bitumen VG-30 for mixing

with aggregate at the rate of 3.36% i.e.33.60 Kg/M.T. of total

mix including heating and mixing in drum mixpant, spreading 121.00 MT 0.0060865

the same with paver finisher and consolidation withvibratory

roller includng necessary firewood, oil lubricants,

labour,charges etc. using equipment, tool etc completed in

accordance with the requirement of specification (Considering

0.66 cmt/MT qty. for Aggregate.)

Deputy Executive Engineer

Section Officer Petlad Irrigation Sub Division

Manej Section Petlad

Percentage Breakup Calculation

Name of work :- Construction of Asphalt road on Petlad Branch in between ch. 48700 to 49400 mt. on I.P.Side

Quantity Item Rate Unit Total amount Labour Cement Steel per Bitumen PoL Per Machiner Other Total Labour Total Cement Total Steel Total Total PoL Total Total Other TOTAL cost Total Item Cost Total %

Quantity Item Rate Unit Total amount Labour Cement Steel per Bitumen PoL Per Machiner Other Total Labour Total Cement Total Steel Total Total PoL Total Total Other TOTAL cost Total Item Cost Total %

Sr. Estimated but according to Rs. Per Per Unit Unit Per Unit Unit y Per Unit Comodity Cost Cost Cost Bitumen Cost Machinery Comodity Cost per Unit

No. may be more estimated Rs. Unit Per Unit Cost

Box cutting the road surface to proper

slope and camber for making a base of

road work including removing the

road side as directed 50 mt. in lead.

Providing and laying granular sub-base

Grade-I C.B.R.not less than 30% by

providing close graded

materials,consisting of B.T. crushed

stone aggregates 53 mm to 25 mm @

mm to below @ 30% coarse sand

combination and stone dust/grit

spreading in uniform layers with motor

mix in place method with rotovator at

O.M.C. to required dry density including

filling the depressions which occred

during the process using vibratory roller

8-T to 10-T complete .

Providing, laying, spreading and

compacting graded stone aggregate to

Wet Mix Macadam (WMM) specification

including premixing the material with

water at OMC in mechanical mix plant

carriage of mixed material by tripper to

site, laying in uniform layers with grader

in sub base / base course on well

prepared surface and compacting with

vibratory roller to achieve the desired

density etc. complete as per MORT&H

Specifcation & Grading as per IRC 109-

Preparing surface by Brushing with wire

brushes for removing caked mud etc.

sweeping with brooms and finally fanning

the cleaned surface with gunney bags to

remove all loose dirt etc.(i) Water bound

macadam surface (New)

Providing & Laying bitumeneous grout

37.50 mm thick using asphal tgrade VG-

30 at the rate of 1.99 % i.e.19.90Kg./Mt

byweight of mix including heating and

mixing in drum mix plant,transporting

the mix and spreading the sameby paver

finisher andconsolidation as per MOST

specification including cost of

allMaterials, fuel, labours, tools and

plants etc. using contractor's owndrum

mix plant etc. complete.(Considering

cmt/MT qty. for Aggregate.)

Percentage Breakup Calculation

Name of work :- Construction of Asphalt road on Petlad Branch in between ch. 48700 to 49400 mt. on I.P.Side

Quantity Item Rate Unit Total amount Labour Cement Steel per Bitumen PoL Per Machiner Other Total Labour Total Cement Total Steel Total Total PoL Total Total Other TOTAL cost Total Item Cost Total %

Quantity Item Rate Unit Total amount Labour Cement Steel per Bitumen PoL Per Machiner Other Total Labour Total Cement Total Steel Total Total PoL Total Total Other TOTAL cost Total Item Cost Total %

Sr. Estimated but according to Rs. Per Per Unit Unit Per Unit Unit y Per Unit Comodity Cost Cost Cost Bitumen Cost Machinery Comodity Cost per Unit

No. may be more estimated Rs. Unit Per Unit Cost

Providing, laying and rolling of 25mm

thick VG-30 open graded

premixbituminous carpet with B.T.

aggregate as specified and using bitumen

VG-10 for tack coat at the rate of 3.5 kg/

10sqm on BT .( As per IRC-16)and using

bitumen VG-30 for mixing with aggregate

at the rate of 3.36% i.e.33.60 Kg/M.T. of

total mix including heating and mixing in

drum mixpant, spreading the same with

paver finisher and consolidation

withvibratory roller includng necessary

firewood, oil lubricants, labour,charges

etc. using equipment, tool etc completed

in accordance with the requirement of

specification (Considering 0.66 cmt/MT

qty. for Aggregate.)

Providing and laying seal coat with B.T.

aggregate as specified using aggregate at

the rate of 0.66 cum / 1 MT. and

bitumen VG-30 for mixing with aggregate

at the rate of 4.5% i.e. 45.00 kg/ M.T. of

total mixincluding heating and mixing

heating and mixing in drum mix plantand

spreading the same by paver finisher and

including necessary using contractor's

own drum mixplant, machineries and

equipment, tools etc. complete in

accordancewith the requirement of

Providing and laying asphalt painting on

BT surface with Bitumengrade VG-10 at

the rate of 5.00Kg / 10 Sqm by

Mechanical sprayer and spreading the

stone dust on prepared surface at the

withsmooth wheeled roller and

pneumatic roller and brushing etc

type - A, "W" : Metal Beam Crash Barrier

(Providing and erecting a "W" metal beam

crash barrier comprising of 3 mm thick

corrugated sheet metal beam rail, 70 cm

above road/ground level, fixed on ISMC

series channel vertical post, 150 x 75 x

mm spaced 2 m centre to centre, 1.8 m

high, 1.1 m below ground/road level, all

steel parts and fitments to be galvanised

to IS:1367 and IS:1364, metal beam rail

to be fixed on the vertical post with a

spacer of channel section 150 x 75 x

mm, 330 mm long complete as per clause

Signature of Contractor Deputy Executive Engineer Executive Engineer

Petlad Irrigation sub Division Petlad Irrigation Division