M & R to Various Road Under R & B Sub Division, Radhanpur (Radhanpur Section) (1) Radhanpur Lodra Morvada road km.0/00 to 25/000 (2) Radhanpur Masali Maghapura road km.1/500 to 12/500 (3)Bandhvad Arjansar Dharavdi road km.0/00 to 16/250 ( Pro.Asphalt Patch work, Metal Patch Work & Other Misc. Work )

NAME OF WORK :-M & R to Various Road Under R & B Sub Division, Radhanpur (Radhanpur Section) (1)

Radhanpur Lodra Morvada road km.0/00 to 25/000 (2) Radhanpur Masali Maghapura road km.1/500 to 12/500

(3)Bandhvad Arjansar Dharavdi road km.0/00 to 16/250 ( Pro.Asphalt Patch work, Metal Patch Work & Other

BILL OF QUANTITY

Quantities Estimate Rate Total amount

Quantities Estimate Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. be more Figures. estimated

1 20.00 Providing and laying compacted W.B.M. 150 mm 2672.46 Rupees Two Cmt

thick of machine crushed B.T. metal of size 45 mm Thousand Six

to 63 mm with using 20 % stone screenings as Hundred Seventy

filler grit and stone dust including spreading, Two And Paise

watering & consolidation by vibratory roller etc Forty Six Only

2 100.00 Providing and laying Spreading and compacting 2520.96 Rupees Two Cmt

graded stone aggregate to wet mix macadam 100 Thousand Five

to 150 mm thick as per MORT&H specification Hundred Twenty

incl. premixing the material with water to O.M.C. in And Paise Ninety

mechanical mix plant. Carriage of mixed material Six Only

by tipper to site, laying in uniform layers with

mechanical grader in sub base, base course on

well prepared surface and compacting with

vibratory roller to achieves the desired density.

3 25.00 Supplying,Stacking and Spreading of Quarry Spall 1578.63 Rupees One Cmt

on road side shoulder including filling the measure Thousand Five

boxes etc.completed as directed. Hundred Seventy

Eight And Paise

Sixty Three Only

4 20.00 Constructing of Granular Sub base by providing 2086.66 Rupees Two Cmt

graded material as per MORT&H table No.400.2 Thousand Eighty

Grade II including spreading in uniforms layers Six And Paise

with motor graders on preparing surface mixing by Sixty Six Only

mix in place methid with rotator at once and

compacting with vibratory roller & achive the

desired density complete as per clause 401 for

5 40.00 Engaging earth excavator for maintaing side 898.73 Rupees Eight Hrs

shoulders, Removing fallen trees,obstracting Hundred Ninety

Ganda Baval, or branches of trees on road, Eight And Paise

maintaining borrow pit,spreading Seventy Three

metal,Rubble,quarry spall, cleaning of open area Only

of building and other misc. works which can be

done by earth excavator including diesel,

drivers,lubricant etc complete as per direction and

instruction of Engineer incharge.

6 10.00 Supplying and fixing reinforced concrete heavy 3446.50 Rupees Three Rmt

duty non-pressure pipes with collars for culverts Thousand Four

including setting and joining the pipes in cm. 1:2 Hundred Forty

watering and laying (To level of slops) of I.S. Six And Paise

498/1971 Class NP 3 of following internal Fifty Only

Quantities Estimate Rate Total amount

Quantities Estimate Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. be more Figures. estimated

7 10.00 Providing and laying cement concrete 1:2:4 (1 3575.49 Rupees Three Cmt

Cement : 2 coarse sand : 4 graded stone Thousand Five

aggregrate 20mm nominal size) and curing Hundred Seventy

complete excluding cost of form work in Five And Paise

(A) Foundation and plinth Forty Nine Only

8 100.00 Box cutting the road surface to proper slope and 114.44 Rupees One Cmt

chamber for making a base for road work including Hundred

removing the excavated stuff and depositing on Fourteen And

the road side slope as deirected up to 50 m. Paise Forty Four

9 20.00 Supplying,Stacking & Spreading of Crush Metal 45 1638.22 Rupees One Cmt

to 63mm size on Road site as directed. Thousand Six

Eight And Paise

Twenty Two Only

10 10.00 Supplying & Stacking of Ruble on road site as 1644.28 Rupees One Cmt

directed. Thousand Six

11 500.00 Rolling and watering of soiling including filling in 22.75 Rupees Twenty Smt

depression which occu during the process. with Two And Paise

power roller 8 tonne to 12 tonne Seventy Five

12 20.00 Hire charges Hitachi machine incl. fuel, driver on 3030.00 Rupees Three Hrs

site for all lead etc complete as directed. Thousand Thirty

13 30.00 Hire charges Dumper with hydralice system 40.40 Rupees Forty Km

including loading and unloading transporting and And Paise Forty

spreding the materials with necessary labours, Only

drivers, incl. cost of fuel etc complete.

14 35.00 Providing and supplying of Labour for maintaining 510.05 Rupees Five No

road and building campus as per requirement. Hundred Ten And

Paise Five Only

Quantities Estimate Rate Total amount

Quantities Estimate Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. be more Figures. estimated

15 150.00 Earthwork for embankment including breaking 186.39 Rupees One Cmt

clods, dressing with all lead and lift and including Hundred Eighty

watering rolling and consolidation of subgrade in Six And Paise

layers at O.M.C. to required dry density including Thirty Nine Only

filling the depression which occur during the

process using power roller 8T to 10T.(E) From

Borrow area within 3.0KM. lead

16 55.00 Engaging tractor with trolly or front pavada as 209.71 Rupees Two Hrs

regd. Incluidng loading and unloading transporting Hundred Nine

& spreding the materials up to 15 km lead with And Paise

necessary laboursdrivers, including cost of fuel etc Seventy One

complete as directed. Only

17 140.00 Providing and laying 0.24 Cmt./10 Smt Seal Coat 5846.89 Rupees Five MT

with B.T aggregate as per gradation using asphalt Thousand Eight

of VG-30 grade binder for mixing at the rate of Hundred Forty

4.5% (Le.45 Kg./M.T.) by wt. of total mix including Six And Paise

heating & mixing in drum mix plant & transporting Eighty Nine Only

mix material & spreading including Cost of fuel,

higher charges,wood kerosene, labour charges etc

by contractors own machinery & plant, loading in

Govt or Private dumper.

18 30.00 Providing & laying 20 mm thick M.S.S. with B.T. 6784.17 Rupees Six MT

aggregate (as per M.O.R.T.&H. gradation) & Thousand Seven

bitumen grade VG-30 for mixing at the rate of 5.09 Hundred Eighty

% (i.e. 50.90 Kg./M.T.) by wt. Of total mix including Four And Paise

heating & mixing in drum mix plant & transporting Seventeen Only

mix material & spreading the same & consolidation

with vibratory roller of 8 tone to 12 tone & flushing

sand or stone dust at the rate of 0.03 Cum./10

Sqm. including cost of fuel, hire charges, wood,

kerosene, labour charges etc. & with contractor's

own machinery & plant etc. complete.

19 30.00 Providing & laying 25 mm. thick compacted SDBC 6679.13 Rupees Six MT

with B.T. Stone chips as per MORT&H gradation & Thousand Six

specification with bulk asphalt VG-30 for mixing at Hundred Seventy

the rate of 50.00 Kg./MT by wt. of total mix Nine And Paise

i.e.(5.00% by weight of total mix) incl. heating the Thirteen Only

asphalt & aggregates by contineous batching drum

mix plant & spreading the same by paver finisher

incl. rolling & Consolidation with 10-12 tonnes

vibratory & paver roller & pro. all materials,

equipments, tools and plants, fire wood, oil,

kerosene, labour charges etc and using

contractor's own machinaries drum mix plant &

paver finisher etc complete.

Quantities Estimate Rate Total amount

Quantities Estimate Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. be more Figures. estimated

20 30.00 Providing & laying 50 mm thick compacted D.B.M. 6330.96 Rupees Six MT

with B.T. stone aggregates as per MORT&H Thousand Three

gradation & specification with mechanical sprayer Hundred Thirty

and bitumen grade (VG-30) for mixing at the rate And Paise Ninety

of 45.0 kg/M.T. by weight of total mix i.e.( 4.5% by Six Only

weight of total mix ) including heating the asphalt &

aggregates by continuous batching drum mix plant

& filling potholes, patches manually including

rolling & consolidation with 10-12 tones vibratory

and power roller & providing all materials,

equipments, tools & plants, fire wood, oil,

kerosene, labour charges etc. and using

contractors own machineries drum mix plant &

paver finisher etc. comp. (Without Tack Coat &

Laying Manually Without Paver Machine)

I / We am / are willing to carry out the work at …………….% below / above ( Should be written in figure and words ) of the

tender rates mentined above Amount of my / our tender works out as under.

Tender amount Rs…………………. Tender amount Rs………………….

Add…….% above Rs…………………. Less…….% below Rs………………….

Net in words Rs……………….... Net in words Rs………………....

Signature of Contractor

Deputy Executive Engineer

R & B Sub Division