CR to Various Road Under R&B Sub Division, Patan (1) Lanva - Manud - Sander - Balisana Road Km. 0/0 to 16/4 (2) Sinhi - Sander - Ranuj - Sankhari - Patan Road Km. 0/0 to 5/15 (3) Pimpal - Sarsav - Vasai - Finchal Road Km. 0/0 to 8/5 (4) Sander - Dabhadi - Ruvavi - Unava to SH Road Km. 0/0 to 7/5 (5) Islampura - Sojintra - Ganget Road Km. 0/0 to 2/75 (6) Delmal - Bhatsar - Vadali road Km 14/2 to 28/2 (7) Shihori - Patan Road Km. 9/46 to 34/0 (SH-130) (8) Kansa - Charup - Kimbuva Road Km. 0/0 to 12/6 (MDR) (9) Sinhi - Sander - Ranuj - Sankhari - Patan Road Km. 0/0 to 22/98 (10) Chanasma - Patan - Deesa Road Km. 94/4 to 95/50 (11) Harij - Patan Road Km. 15/0 to 27/0 (12) Sujnipur - Dunawada Rod Km. 0/0 to 13/8 (MDR) (13) Bepader - Dunawada Road Km. 0/0 to 5/34 (14) Maniyari - Mithighariyal to S.H.road km 0/00 to 7/825 (15) Bhatsar - Dharmoda -Sedhal -Kharighariyal - Chandrumana road Km.0/00 to 6/7005 (Asphalt Patch & MISC Work)

Name of Work :-

CR to Various Road Under R&B Sub Division, Patan

(1) Lanva - Manud - Sander - Balisana Road Km. 0/000 to 16/400

(2) Sinhi - Sander - Ranuj - Sankhari - Patan Road Km. 0/000 to 5/150

(3) Pimpal - Sarsav - Vasai - Finchal Road Km. 0/0 to 8/500

(4) Sander - Dabhadi - Ruvavi - Unava to SH Road Km. 0/0 to 7/500

(5) Islampura - Sojintra - Ganget Road Km. 0/0 to 2/750

(6) Delmal - Bhatsar - Vadali road Km 14/200 to 28/200

(7) Shihori - Patan Road Km. 9/460 to 34/000 (SH-130)

(8) Kansa - Charup - Kimbuva Road Km. 0/000 to 12/600 (MDR)

(9) Sinhi - Sander - Ranuj - Sankhari - Patan Road Km. 0/000 to 22/980

(10) Chanasma - Patan - Deesa Road Km. 94/400 to 95/500

(11) Harij - Patan Road Km. 15/000 to 27/000 (SH-10)

(12) Sujnipur - Dunawada Rod Km. 0/0000 to 13/800 (MDR)

(13) Bepader - Dunawada Road Km. 0/000 to 5/340

(14) CR to Maniyari - Mithighariyal to S.H.road km 0/00 to 7/825

(15) CR to Bhatsar - Dharmoda -Sedhal -Kharighariyal - Chandrumana road Km.0/00 to 6/7005

(Asphalt Patch & MISC Work)

Bill of Quantity

It Quantities Item of Work Estimated Rate Unit Total Amount

It Quantities Item of Work Estimated Rate Unit Total Amount

No. estimated Rs. In In Words according to

but may Figures. Estimated

1 3937.50 Engaging earth excavator for scarifying

existing B.T. surface 25mm to 30mm depth

including stacking useful materials on road

side and disposing off remaining stuff and Hire

charges of excavator including diesel Rupees Four And Paise

labourers drivers etc complete as directed. 4.57 Fifty Seven Only Sq.mt.

2 395.00 Providing & laying 50 mm thick B.M. with B.T.

aggregates as per M.O.R.T.&H. specification

& asphalt for tack coat at the rate of 2.5 kg./

Sqm. with sprayer & bitumin grade VG - 30 for

mixing at the rate of 34 Kg./M.T. i.e.3.40% of

total weight of mix including heating the

aggregare & asphalt in continuous batching

drum mix plant and spreading the same and

consolidation with vibratory roller including all

materials equipments, tools & plants, fire

wood, oil, kerosene, labour charges etc Rupees Three Thousand

complete using contractor's own machinery Six Hundred Ninety And

drum mix plant etc. complete. 3690.29 Paise Twenty Nine Only MT

3 395.00 Providing & laying 25mm. thick compacted

SDBC with B.T. Stone chips as per MORT&H

gradation & specification& asphalt for tack

coat at the rate of 2.5 kg./ 10 Sqm. with

sprayer using bulk asphalt VG-30 for mixing at

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

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

the asphalt & aggregates by contineous

batching drum mix plant & spreading the same

incl. rolling & Consolidation with 10-12 tonnes

vibratory r roller & pro. all materials,

equipments, tools and plants, fire wood, oil, Rupees Four Thousand

kerosene, labour charges etc and using Seven Hundred Fifty Six

contractor's own machinaries drum mix plant 4756.42 And Paise Forty Two Only MT

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It Quantities Item of Work Estimated Rate Unit Total Amount

It Quantities Item of Work Estimated Rate Unit Total Amount

No. estimated Rs. In In Words according to

but may Figures. Estimated

4 283.00 Providing & laying 30 mm. thick

Compacted Asphaltic Concrete with BT

aggregate as per MORT&H gradation &

specification & asphalt for tack coat at

the rate of 2.5 kg./ 10 Sqm. with sprayer

using asphalt VG-30 for mixing at the rate

of 55 Kg./M.T. i.e. 5.50% of total weight of

total mix including heating the aggregate

& asphalt in continuous batching drum

mix plant & spreading the same by paver

finisher & consolidation with vibratory

roller & flushing sand @ 0.30 Cum/

Smt. including providing all materials

equipments, tools & plants, fire wood, oil,

kerosene, labour charges etc complete

using constrictor’s own machinery drum

mix plant & manually etc complete. Rupees Five Thousand

5004.40 Four And Paise Forty Only MT

5 370.00 Providing & laying 50 mm thick

compacted D.B.M. with B.T. stone

aggregates as per MORT&H gradation &

specification with sprayer and bitumen

grade (VG-30) for mixing at the rate of

45.0 kg/M.T. by weight of total mix i.e.(

4.5% by weight of total mix ) including

heating the asphalt & aggregates by

continuous batching drum mix plant &

spreading the same 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 Rupees Four Thousand

Two Hundred Eighteen

contractors own machineries drum mix

And Paise Eighty Eight

plant etc. comp. (Without Tack Coat)

4218.88 Only MT

6 11752.50 Providing and laying Surface painting or

dressing for crack sealing / filling on BT

Surface with bitumen grade (VG-30) at

the rate of 10.00 kg/10 sqm by

mechanical spreyer and spreading the

stone dust on prepared surface at the rate

of 0.03 cum/10 sqm and rolling with

smooth wheeled and penumatic roller and Rupees Eighty Nine And

brushing etc.complete 89.30 Paise Thirty Only Sq.mt.

7 270.95 Peroviding and Laying Comapcted WBM

150mm thickness of B.T.M.C. metal of

size 43 to 63mm size. Incl. using 20% grit

& stone screening & stone dust as filler Rupees Two Thousand

incl. spreading watering & consoladition Two Hundred Eighty Four

by vibratory roller etc. complete. (Grade - And Paise Eighty Nine

I) 2284.89 Only Cu.mt.

8 218.70 Providing, laying, spreading and

compacting graded machine crushed

black stone aggregates to wet mix

macadam ( WMM) in layers including

premixing the material with water to

O.M.C. in mechanically mix (Pug-mill)

carriage of mix material by tipper to site,

laying in uniform layers in base course on

well prepared under base and compacting

with power vibratory roller to achieve the

Rupees Two Thousand

desired density including lighting,

Two Hundred Seventy

guarding, barricading, benching and

Nine And Paise Twenty

maintenance of diversion etc. complete.

2279.26 Six Only Cu.mt.

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It Quantities Item of Work Estimated Rate Unit Total Amount

It Quantities Item of Work Estimated Rate Unit Total Amount

No. estimated Rs. In In Words according to

but may Figures. Estimated

9 1806.25 Providing and applying Primer Coatat

0.75 Kg./Smt. Over prepared surface of

granular base with emulsion bitumen

heated in bitumen boiler fitted with a Rupees One Hundred

spray set incl. cleaning of road surface Nineteen And Paise Fifty

complete. 119.59 Nine Only Sq.mt.

10 154.00 Hire charges for Tractor With Pavada with Rupees Two Hundred

Diesel & Driver Fifty One And Paise Sixty Per

251.65 Five Only Hrs

11 152.00 Hire charges for Tractor With Trolley with Rupees Two Hundred

Diesel & Driver Fifty One And Paise Sixty Per

251.65 Five Only Hrs

12 272.00 Hire Charge for Engaging Excavator with Rupees Eight Hundred

Diesel & Driver Sixty Two And Paise Per

862.77 Seventy Seven Only Hrs

13 320.00 Engaging Labour for maintainance of

Roads & Buildings within the limit of

Municipalites and the areas falling with

the juridication of concern Urben

Development Authority (Zone-I) excluding Rupees Seven Hundred

GST 18% and other responsibilites with Thirteen And Paise Forty

profit 713.46 Six Only Nos.

14 218.00 Hire Charges for Tendon Road Roller Rupees Six Hundred Sixty

Seven And Paise Twenty Per

667.27 Seven Only Hrs

15 151.00 Hire Charges for Brommer Rupees Four Thousand

Two Hundred Forty Two Per

4242.00 Only Day

16 23460.00 Tipper-18 Cum (Surface Road) Rupees Eight And Paise Per

8.31 Thirty One Only KM/Tonne

17 15.00 Hire Charges for mobilization of Road

Roller / Paver machine from Plant site of Rupees Twelve Thousand

work 12120.00 One Hundred Twenty Only Job

18 159.00 Hire Charges for Paver Finisher Rupees Two Thousand

Mechanical Nine Hundred Eighty Five Per

2985.16 And Paise Sixteen Only Hours

19 35.50 Supply of ready made bituminous cold

mix pothole patching material for B.T.

surface patch using medium curing cu-

back bitumen MC-800 at the rate of 5.6%

of total mix and it shall be conforming to

IS L 2017 specification, including heating

the material as specified in section 4 and

materials stacked at the site of work by

contractor’s own dumper as and where

directed within 60 Km lead from patan sub

division. including providing all materials

equipment T&P Oil, kerosene, labour

Rupees Twenty Thousand

charges etc. complete.

20200.00 Two Hundred Only MT

20 230.00 Hire Charges for Motor grader for grading Rupees One Thousand

@ 100 cum per Hour Five Hundred Eighty Six

And Paise Eighty Nine Per

1586.89 Only Hours

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It Quantities Item of Work Estimated Rate Unit Total Amount

It Quantities Item of Work Estimated Rate Unit Total Amount

No. estimated Rs. In In Words according to

but may Figures. Estimated

21 707.50 Providing and laying 37.50mm thick Built

Up Spray Grout in one layer using

bitumen for tack coat at the rate 7 kg./10

Sq.mt. on WBM/BT surface with

spreading stone aggregate at the rate of

0.50 Cu.mt./10 Sq.mt. with dry rolling and

second application of bitumen binder

Kg./10Sq.mt. and application of key

aggregates over first compacted layer at

the rate 0.13 Cu.mt/10 Sq.mt. spreading

uniformly so as to cover surface

completely including cost of stone

aggregate., bitumen, rolling and

compection with vibratory roller,

necessary fire wood labour charges

machineries equipment tools etc Rupees Two Hundred

complete. Forty Two And Paise Fifty

242.55 Five Only Sq.mt.

22 89.00 Providing and laying 75 mm thick

Bituminous Grout (BUSG) compacted

with B.T. aggregate as per M.O.R.T. & H.

specification and using emulsion (RS1) as

per IS - 8887 for tack coat @ 2.50 KG. /

10 Sq.m. with mechanical sprayer and

Bulk asphalt VG-30 for mixing @

KG. / M.T. i.e. 1.99 % of total weight of

mix, including heating and mixing asphalt

and aggregate by continuous of drum mix

plant and hot laid process laying with

paver finisher and consolidation with roller

as per M.O.R.T. & H specification to

achieve desire density, including cost of

labour, materials and plant, fuel, oil,

kerosene, labour charges etc. complete

using contractor's own machinery drum Rupees Three Thousand

mix plant and paver finisher etc. complete. Forty Four And Paise Fifty

3044.54 Four Only MT

In Word :- Rupees One Crore Twenty Four Lakh(s) Sixteen Thousand Seven Hundred Eighty Six And Paise Seventy Six Only

I / We am / are willing to carry out the work at …………………………………. % Above / Below percent (Should be written in

figures and words) of the estimated rates mentioned above. Amount of my / our tender works out as under.

Estimated Amount Estimated Amount

Put to Tender Rs……………………. Put to Tender Rs…………………….

Add ……..…. % Above Rs……………………. Deduct .………. % Below Rs…………………….

Net Rs……………………. Net Rs…………………….

* (Please strike out whichever is not applicable)

Dated Signature of the contractor

Deputy Executive Engineer Executive Engineer

Road & Building Sub Division Road & Building Division

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