Resurfacing of Various Roads in Olpad Taluka PKG:-OLP/MMGSY/2-RD/2026-27.Total 2 Road 3.5 km.(1) Resurfacing of Pinjarat Tunda Dabhari Road Km 0/0 to 1/0, Ta.Olpad, Dist. Surat(2) Resurfacing of Sondlakhara Delasa Road to Pangarvaga Road Km 0/0 to 2/5, Ta.Olpad, Dist. Surat.

Name of Work:- Resurfacing of Various Roads in Olpad Taluka PKG:-OLP/MMGSY/2-RD/2026-

27.Total 2 Road 3.5 km.[1]Resurfacing of Pinjarat Tunda Dabhari Road Km 0/0 to 1/0, Ta.Olpad, Dist.

Surat[2]Resurfacing of Sondlakhara Delasa Road to Pangarvaga Road Km 0/0 to 2/5, Ta.Olpad, Dist.

Bill of Quantities

(A) Percentage Rate Tender (Up to INR 50 Cr. )

Memorandum showing items of work to be carried out

Item Item of work Quantities Unit Estimated Total Amount

Item Item of work Quantities Unit Estimated Total Amount

No. estimated InRates

figure according to

but may be Rs. Ps. estimated

more or quantities

1 Clearing and grubbing road land including uprooting rank 1.11 Hect. 28455.09

vegetation, grass bushes, shrubs, saplings and trees girth

up to 300 mm removal of stumps of trees cut earlier and

disposal of unserviceable materials and stacking of

serviceble materials to be used of auctioned up to a lead

of 1000 meters including removal and disposal of top

organic soil notexeceeding 150 mm in thickness.

2 Earthwork in cutting in all sorts of soil and soft murrum 1417.50 Cu.mt. 109.41

including conveying and putting the stuff in spoil bank

maintaining minimum distance of five meter between top

edge and cutting and toe of spoil bank with all lead and

3 Earthwork for embankment including breaking clods, 2730.15 Cu.mt. 177.91

dressing with all lead and lift and including watering

rolling and consolidation of subgrade in layers at O.M.C.

to required dry density including filling the depression

which occur during the process using power roller 8T to

10T.(E) From Borrow area within 3.0KM. lead

4 Box cutting the road surface to proper slope and camber 725.40 cu.mt. 42.76

for making a base for road work including removing the

excavated stuff and depositing on the road side slope as

directed upto 50Mt.lead.

5 Supplying Stacking & Spreding Hard Murrum below 685.80 cu.mt. 840.22

sub base of work as per specification ,( including

spreding,watering and consolidation) With Vibtatory

roller excceding 80KN and not excceding

120KNetc.complete.

6 Construction of granular sub-base 150 mm thick layer by 241.80 cu.mt. 1217.05

providing machine crushed B.T. material satisfying

MORT&H specification (Fifth revision) of Grading I

including spreading in uniform layer with motor grader on

prepared surface, mixing by mix in place method with

rotavator at OMC and compacting with vibratory roller to

achieve the desired density etc. complete.

Item Item of work Quantities Unit Estimated Total Amount

Item Item of work Quantities Unit Estimated Total Amount

No. estimated InRates

figure according to

but may be Rs. Ps. estimated

more or quantities

7 Providing, laying, Spreading and Compacting stone 218.40 cu.mt. 1793.76

aggregate 45 mm to 90 mm size to WBM Grade I Single

layer 100 mm thick in required layer including spreading

in uniform thickness hand packing rolling with vibratory

roller 8 to 10 tonnes to proper grade and camber applying

Providing andrerusite type of

applying screening

primer coatbinding

Bitumen 1053.00 Sqmt. 96.96

emulsion (SS-I) on prepared surface of granular base

including cleaning of road surface and spraying primer at

the rate of 7.50 kg/ 10sqmt using mechanical means as per

Technical Specification Clause 502. (Hincol made only )

(ii) Medium porosity

9 Supplying and fixing reinforced concrete heavy duty non- 15.00 Rmt. 3469.26

pressure pipes with collars for culverts carrying heavy

traffice as per IS 458-1991 specification including setting

the pipes in C.M. 1:2 watering and laying (to level or

slopes) of Class NP3 of following internal diameter. (iii)

10 Supplying and fixing reinforced concrete heavy duty non- 37.50 Rmt. 1968.38

pressure pipes with collars for culverts carrying heavy

traffice as per IS 458-1991 specification including setting

the pipes in C.M. 1:2 watering and laying (to level or

slopes) of Class NP3 of following internal diameter. (iii)

11 Supplying and fixing reinforced concrete heavy duty non- 37.50 Rmt. 659.99

pressure pipes with collars for culverts carrying heavy

traffice as per IS 458-1991 specification including setting

the pipes in C.M. 1:2 watering and laying (to level or

slopes) of Class NP3 of following internal diameter. (i)

Providing and laying bituminous base course 37.50 mm 73.13 MT. 2236.75

thick compacted in single layer with using B.T. chips of

required gradation and asphalt VG 30 grade(Tack coat

kg/10Sqmt) for mixing @ 1.99% by weight of total mix

for binder of bitumen including heating and mixing in

drum mix plant and transporting spreading the same by

paver finisher and cosolidation with vibratory roller

including necessary firewood, oil, lubricants, labour

charges, using contractor's own drum mix plant,

machineries and eqipment, tools etc.complete in

accordance with the requirement of specification.

Item Item of work Quantities Unit Estimated Total Amount

Item Item of work Quantities Unit Estimated Total Amount

No. estimated InRates

figure according to

but may be Rs. Ps. estimated

more or quantities

13 Providing and laying compacted B.M. As profile 77.00 MT. 3933.95

corrective course including tooth picking of the existing

road surface and laying in Single Layer with B.T.

aggregate as per MORT&H specification using Emulsion

RS-1 for tack coat at 2.5 Kg./10Sq.mt. with mechanical

sprayer and bitumen grade VG-30 for mixing at the rate

34.0 Kg/M.T. i.e. 3.4% of total mix including heating the

aggregate and asphalt by Batching mix plant and

spreading the same by sensor paver finisher and

consolidation with vibratory roller including providing all

materials, equipments, tools and plants, oil, kerosene, fire

wood, labour charges etc. complete

14 Providing and laying 37.5mm thick compacted B.M. 1093.00 MT. 3951.14

including tooth picking of the existing road surface and

laying in Single Layer with B.T. aggregate as per

MORT&H specification using Emulsion RS-1 for tack

coat at 2.5 Kg./10Sq.mt. with mechanical sprayer and

bitumen grade VG-30 for mixing at the rate 34.0 Kg/M.T.

i.e. 3.4% of total mix including heating the aggregate and

asphalt by Batching mix plant and spreading the same by

sensor paver finisher and consolidation with vibratory

roller including providing all materials, equipments, tools

and plants, oil, kerosene, fire wood, labour charges etc.

15 Providing and laying 25 mm thick compacted Semi Dense 793.00 MT. 4936.28

Bituminuous Concrete using stone chips as per

MORT&H gradation & VG-30 grade asphalt for mixing

@ 5.0% (As per mix design) by weight of total mix for

binder including heating the aggregate and asphalt by by

Batch mix plant and spreading the same by sensor paver

finisher and consolidation with vibratory roller including

providing all materials, equipments, tools and plants, oil,

kerosene, fire wood, labour charges etc. complete

16 Providing and laying Asphalt Painting on B.T. surface 13188.00 Sqmt. 47.76

with bitumen VG 30 at the rate of 5.00 kg/ 10sqm, and

spreading stone dust for painting surface at the rate of

0.03 cum/ 10sqm.

Item Item of work Quantities Unit Estimated Total Amount

Item Item of work Quantities Unit Estimated Total Amount

No. estimated InRates

figure according to

but may be Rs. Ps. estimated

more or quantities

17 Excavation for foundation upto 1.5 m. depth including 220.00 Cu.mt. 212.52

sorting out and stacking of useful material and disposing

off the excavated stuff as directed by Engineer in charge

with all lead and lift in (a) Loose or Soft Soil.

18 Supply & Laying of Mechanically Woven Double 125.00 Cu.mt. 2669.43

Twisted Hexagonal Shaped Wire Mesh Gabion Boxes of

required size, Mesh Type 10x12cm, Zinc and PVC

coated, Mesh Wire dia. 2.7/3.7mm (ID/OD),

mechanically edged / selvedged, with heavy coating of

galvanization as per EN 10223-3/ASTM A975 with

Providing atand

every 1m interval

laying and properly

of thermally bondedpacked

woven 175.00 Each. 40.40

geotextile of approved brand and quality beneath the

Gabian wall as directed.

20 Providing and fixing ordinary Kilometer stone of precast 7.00 Nos. 704.33

C.C. 1:2:4 including necessary reinforcement as per I.R.C.

type design in C.C. 1:4:8 including painting,lettering etc.

complete (For O.D.R road V.R.)

21 Providing and fixing Hectometer as per I.R.C. type design 15.00 Nos. 343.27

including painting, lettering etc. complete.(ii) Fixing in

Item Item of work Quantities Unit Estimated Total Amount

Item Item of work Quantities Unit Estimated Total Amount

No. estimated InRates

figure according to

but may be Rs. Ps. estimated

more or quantities

22 Village name/ Bump Ahed sign :-Providing and fixing 4.00 Nos. 5045.36

sing boards made out of 2mm aluminium sheet; size 90 x

60cms. rectangle as as per the design of IRC-67-1977 pre

treated with phospheting process & acid etching; coated

with one coat of epoxy primer and two coats of best

quality epoxy paint; reflectorised with retro refiective

sheeting as per latest M.O.S.T. Specifications; Letters and

numerals should be as per IRC-30-1968, 3.1m long (2

nos) stand post and frame fabricated from suitable size

iron angle of 50 x 50 x 5mm painted with best quality

epoxy coatings in black and white bends. the details of

symbol or inscription / numerals for each board shall be

as per the instruction of engineer in charge. The fixing at

site shall be in 1:2:4 CC block of size 45 x 45 x 60cms.

for each leg. including excavation curing etc. complete

under the supervision of engineer in charge.(A) Engineer

23 Providing & fixing junction boards made out of 4mm 4.00 Nos. 7908.30

ACP sheet size 120 x 90 cms rectangle with message on

both sides of the board, as per the design of IRC. Pre

treated with phospheting process and acid etching with

one coat of epoxy primer and two coat of coats of best

quality epoxy paint front side reflectorised with high

intensity micro prisomatic grade type - IV retro reflective

sheeting as per IRC 67 and latest M.O.S.T. specification

and back side message / lettering shall be painted with

ready mix synthetic enemel paint of superior quality in

required shade and colour as specified, mounted on two

numbers of 3.6m long standard post iren angle of 50 X

X 5 mm and frame fabricated from suitable MS angle of

40 x 40 x 3 mmas required, painted with beat quality

epoxy coating in black and white bends. The detais of

letters/symbol for each board shall be as per the

instruction of engineer in charge. The fixing at site shall

be in 1:2:4 C.C. block of size 45 X 45 X 60cms for each

leg. including excavation, curing etc. complete under the

supervision of engineer in Charge.

Item Item of work Quantities Unit Estimated Total Amount

Item Item of work Quantities Unit Estimated Total Amount

No. estimated InRates

figure according to

but may be Rs. Ps. estimated

more or quantities

24 MMGSY Logo Board:- Providing and fixing MMGSY 4.00 Nos. 4545.00

Logo Board made out of 2mm aluminium sheet, as per the

drawing & design. Pre treated with phospheting process

and acid etching coated with one coat of epoxy primer and

two coat of best quality epoxy paint, refloctrorized with

retro reflective sheeting as per the latest M.O.S.T.

specification, 3.1 Mt. long stand post and frame fabricated

from suitable size iron angle of 35 x 35 x 3 mm, 75 x

x 6 mm as required painted with best quality epoxy

coatings in black and white bends. The details of symbol

for each board shall be as per the instruction of engineer

in charge. The fixing at site shall be in 1:2:4 CC block of

size 45 x 45 x 60 cms for each leg, including excavation

curing etc. complete under the supervision of Engineer-In-

Charge (A)Engineer grade.

Rupees Two Crore Three Lakh NinetyFive Thousand Four Hundred EightyFour Paise

I/We am /are willing to carry out the work at…………%

FourtySeven Only

above/below percent (should be written in figures and words) at

the estimated rates mentioned above amount of my/your tender works out as under.

*Estimated Amount put to Tender 12015367.09 *Estimated Amount put to Tender

Deduction …………….. % below………………… Add ………… % above Rs. …………….

1 The Contractor shall be exhibit board with detailed specification and details of work as directed

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

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

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

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

Govt. G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R.

therefore 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.

5 Credit value of amount Rs. 0.00 will be Deducted from 1st R.A. Bill

Item Item of work Quantities Unit Estimated Total Amount

Item Item of work Quantities Unit Estimated Total Amount

No. estimated InRates

figure according to

but may be Rs. Ps. estimated

more or quantities

Signature of Bidder

Deputy Executive Engineer Executive Engineer

Panchayat (R & B ) Sub Division, Panchayat (R & B ) Division,