Package No.1 MANG-MMGSY-2RD-2026-27. Resurfacing of Various Roads in Mangrol Taluka Dist Surat. 1. Resurfacing of N.H. To Navi Nagri Dhamrod road Ch 0/0 to 1/20 Ta. Mangrol Dist.Surat. 2. Resurfacing of Bhambhora Approach road Ch 0/0 to 1/0 (W/S I 0/0 to 0/60,W/S II 0/0 to 0/40) Ta. Mangrol Dist.Surat.

Name of Work:-Package No.1 MANG-MMGSY-2RD-2026-27. Resurfacing of Various Roads in

Mangrol Taluka Dist Surat.[1]Resurfacing of N.H. To Navi Nagri Dhamrod road Ch 0/0 to 1/20

Ta. Mangrol Dist.Surat.[2]Resurfacing of Bhambhora Approach road Ch 0/0 to 1/0 (W/S I 0/0 to

0/60,W/S II 0/0 to 0/40) Ta. Mangrol Dist.Surat.

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

It. Description of Item (with brief Specification Rate In

Quantity Unit Amount

No. and reference to book of specifications) Figures

1 Clearing and grubbing road land including 0.44 Hect 28455.09

uprooting trunk vegetation, grass bushes,

shrubs, saplings and tree girth up to 300 mm,

removal of stumps of trees cut earlier and

disposal of unserviceable materials (C) by

mechanical means in area of light jungle

2 Earth work in cutting in all sorts of soil and soft 432.00 Cum. 134.63

murrum including conveying and spreading the

stuff embankment as and where directed within

200 meter from the end of cutting with all

required lead and lift.

3 Earth work for embankment including breaking 1849.60 Cum. 177.91

clods dressing with all lead & lifts and including

watering rolling and consolidation of sub grade

in layers of O.M.C. to required dry density

including filling in depressions which occure

during the process using vibratory roller 80 to

100 KN (E) From borrow area within 3.00 Km

4 Supplying, Stacking, Spreading & rolling of Hard 264.00 Cum. 488.01

Murrum on road side for hard side shoulder of

work as per specification including filling the

mesure boxes of standard size etc. complete.

5 Scarifying gravelled macadam or bitumen 2250.00 Sqmt 42.76

macadam surface 6 cm to 10 cm.depth

including stacking useful materials on road side

and disposing off remaining stuff.

6 Providing and laying speading and compacting 405.00 Cum. 902.94

graded stone aggregate to Wet Mix

Macadam(WMM) in single layer as per

specification and drawing including premixing

the Material with water at OMC in mechanical

mix plant carriage by tipper to site,laying in

unifrom layer in sub-base/base course on well

prepare surface and compacting with vibrator

rollar to achive the desired density as per

MORTH fifth revision clause-406.

7 Providing and Applying Primer coat with 4500.00 Sqmt 65.75

Bitumen emulsion (SS-I) on prepared surface of

granular base including cleaning of road surface

and spraying primer at the rate of 5.00 kg/

10sqmt using mechanical means as per

Technical Specification Clause 502. (Hincol

made only ) (ii) Medium porosity

8 Providing & laying compacted WBM 75mm thick 243.00 Cum. 1332.19

Grade II Single layer as per MORTH specification

using machine crushed M.C. Metal of size 45 mm

to 63mm with using 0.16 Cu.m./10 Sq.m. stone

screenings 6mm to 10mm nominal size and

binding materials @ 0.08Cu.m./10 Sq.m.

including spreading in uniform thickness,

watering and consolidation with vibratory roller

9 Supplying and fixing reinforced concrete heavy 15.00 rmt 1968.38

duty non pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991

specifications including setting the pipes in C.M.

1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters.(iii)

10 Providing, laying 50 mm thick compacted 908.00 MT 3614.07

Bituminous Macadam considering

cmt./10Smt. Stone chips for one M.ton as per

specification,VG-30 using the asphalt at rate

34.00 Kg/M.ton (i.e. 3.40% by weight of total

mix) for mixing and RS-I for tack coat at rate

4.0 Kg/ 10sq.mt. including heating and mixing

the asphalt and stone aggregates by continuous

batching of drum mix plant and transporting

and spreading the same by paver finisher and

consoli-dation with vibratory roller with

necessary equipments oil, kerosene,fire wood

labour charges etc comp.with contractor's own

machineries and equipment tools etc. complete

in accordance with the requirement.

11 Providing & laying 25mm thick compacted Semi 475.00 MT 4425.19

Dense Bituminous concrete (SDBC) using crushed

stone aggregate as per MORT & H gradation and

bitumen VG-30 at the rate of 5.00% ( i.e.

Kg/MT) by weight of total mix using hot mix hot

laid process including heating the asphalt and

aggregate by continuous batching mixing by

drum mix plant and transporting the mix and

spreading the same by paver finisher &

consolidation with power road roller including

providing & laying uniform tack coat including

the cost and using all necessary equipments

tools, plants, including cost of all materials

firewood, oil, lubricants, labour charges etc.

12 Providing and laying asphalt painting on B.T. 8250.00 Sqmt 43.47

surface with bitumen VG-30 at rate 5.00 Kg /

10.00 Sq.mt. of bitumen including spreading

stone dust for painting surface at rate of

13 Providing and fixing ordinary Kilometer stone of 5.00 Nos. 1293.39

precast C.C. 1:2:4 including necessary

reinforcement as per I.R.C. type design in C.C.

1:4:8 including letter and paints etc. complete

(For N.H., S.H. and M.D.R.)

14 Providing and fixing Hectometer stone as per 9.00 Nos. 356.50

I.R.C. type design including lettering and

painting etc. complete. (ii) Fixing in C.C. 1:5:10

15 MMGSY Logo Board:- Providing and fixing MMGSY 2.00 Nos. 5050.00

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 75 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.

16 Village name/ Bump Ahed sign :-Providing and 2.00 Nos. 5045.36

fixing 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 Grade(VR)

17 Direction sign (Junction board):-Providing and 3.00 Nos. 14831.71

fixing sing boards made out of 2mm aluminium

sheet; size 244 x 122cms. 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 75x75x6mm as required;

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

18 Informatory Signs :-Providing and fixing sing 2.00 Nos. 3856.90

boards made out of 2mm aluminium sheet; size

80 x 60cms. rectangle as per the design of IRC-

67-1977 pre treated with phospheting process &

acid teching; coated with one coat of

epoxyprimer and two coats of best qualityepoxy

paint; reflectorised with retro refiective

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

3.1m long stand postand frame fabricated from

suitable sizeiron angle of 35 x 35 x

3mm75x75x6mm as required; painted with best

qualityepoxy coatings in black and whitebends.

the details of symbol for eachboard shall details

of symbol for eachboard shall be as per the

instruction ofengineer in charge. The fixing at

site shall be in 1:2:4 CC block of size 45 x45 x

60cms. for each leg. including excavation curing

tec. complete under the supervision of engineer

in charge.(A) Engineer Grade(VR)...

19 Hazard Marker Sign :-Providing and fixing sing 8.00 Nos. 2423.74

boards made out of 2mm aluminium sheet; size

90 x 30cms. rectangle as as per the

design/drawing attached (IRC) pretreated 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; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x

35 x 3mm & 50 x 50 x 5mm painted with best

quality epoxy coatings The fixing at site shall be

in 1:2:4 CC block of size 45x45x 60cms. for each

leg. including excavation curing etc. complete

under the supervision of engineer in charge.(A)

Engineer Grade(VR)

20 Cautionary Warning Sign :-Providing and fixing 9.00 Nos. 3808.66

sing boards made out of 2mm aluminium sheet;

size 90 x 90 x 90 cms. equilateral triangle as per

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

refiectivesheeting as per latest

M.O.S.T.Specifications; 3.1m long stand postand

frame fabricated from suitable sizeiron angle of

35 x 35 x 3mm, 75 x 75 x 6mm as required;

painted with bestquality epoxy coatings in black

andwhite bends. The details of symbol foreach

board shall be as per theinstruction of engineer

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

blockof 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(VR)

21 Regulatory/Mandatory signs :Providing and 3.00 Nos. 3439.81

fixing sing boards made out of 2mm aluminium

sheet; size 60cms. diameter circle as per the

design of IRC-67-1977 pre treated with

phospheting process & acid eteching; 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; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x

35 x 3mm 75x75x6mm 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 60cms. for each leg.

including excavation curing etc. complete under

the supervision of engineer in charge.(A)

Engineer Grade(VR)...

22 STOP SIGN:-Providing and fixing sing boards 2.00 Nos. 4676.06

made out of 2mm aluminium sheet; size 90 x

90cms. rectangle as per the design of IRC-67-

1977 pre treated with phospheting process &

acid teching; 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;

3.1m long stand post and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm

75x75x6mm 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 60cms. for each leg.

including excavation curing tec. complete under

the supervision of engineer in charge.(A)

Engineer Grade(VR)

23 Excavation for foundation up to 1.5m depth 164.00 Cum. 260.57

including 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 (2) Dense or hard Soil.

24 Providing & filling in foundation with ordinary 15.00 Cum. 3325.30

cement concrete M 100 mix and providing

necessary vertical pin headers including

formwork vibrating ramming & curing complete.

25 Providing & casting in situ ordinary cement 228.00 Cum. 3901.35

concrete M-150 mix and providing necessary pin

headers including shuttering, scaffolding,

laying, vibrating, curing and finishing complete

without V-Groves.(A) Height from 0.0 M. to

26 Providing 22.5 cm thick dry stone rubble 473.00 Cum. 1305.93

pitching including prepairing the surface and

making pannels of 3.00x3.00m with stone

masonry in C.M.1:6 including filling murrum and

cement pointing in C.M.1:3 etc. Complete

I / Weam / are willing to carryout the work at…………………. % above/ below percent (Should Be written in

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

*Estimated amount put to tender *Estimated amount put to tender

Deduct ……. % below Rs…………………… Add ………........% Above

*( please strike out whichever is not applicable)

1 The Contractor shall exhibition board with detailed specification and details of works

directed by the Engineer – In – Charge for which no extra payment shall bemade.

2 The labourcess 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 the reisa 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

Executive Engineer

Signature of the contractor Panchayat (R & B) Division