MMGSY 2026-27 Resurfacing Resurfacing of Balalkuva Vahar road (Ch 0/0 to 2/80) Ta. Umarpada Dist.Surat.

Name of Work:-MMGSY 2026-27 Resurfacing of Balalkuva Vahar road (Ch to 2/80) Ta.

Umarpada 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 0.96 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 2194.02 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 1045.08 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 336.00 Cum. 346.43

Murrum on road side for hard side shoulder of

work as per specification including filling the

mesure boxes of standard size etc. complete.

5 Box cutting the road surface to proper slope & 654.00 Cum. 104.20

camber for making a base for road work

including compacting at O.M.C. and removing

the excavated stuff, and depositing on the road

side slopes as directed with all lead and lif

6 Providing and laying Granular Sub Base Grade I 91.00 Cum. 598.93

by providing course graded material conforming

to Table 400-2 of MOST specification of grading

I,using material combination of crushed

aggregate, stone dust etc. as required

gradation including spreading,watering &

consolidation by vibratory roller in grade and

camber as directed.

7 Consructing of granular sub-base Gr-II by 321.00 Cum. 548.43

providing course graded B.T. machine crushed

material satisfying MOST specification of

grading II 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.

8 Providing & laying compacted WBM 75mm thick 117.00 Cum. 1150.39

Grade II Single layer as per MORTH specification

using machine crushed M.C. Metal of size

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) 600mm dia.

10 Providing and laying cement concrete 1:4:8 (1: 152.00 Cum. 2927.99

cement: 4 coarse sand: 8 crushed stone

aggregate 40 mm nominal size ) and curing

complete excluding the cost of formwork in (A)

Foundation and plinth

11 Providing & Laying cement concrete 1:1::2 (1 304.00 Cum. 5618.63

cement : 1: course sand : 2 graded stone

aggregate 20 mm nominal size) for C.C. road

including curing & cost of form work. Finishing

the cement concrete road by trimix process

inclusive of labour charges for trimix vacuum

dewatering process on cement concrete road by

using vacuum dewatering pump, surface

floater, surface vibrator and Groove cutting as

per direction by engineer incharge & as per

12 Providing and placing in position FE 500D bar 6.30 MT 73858.69

reinforcement for following items including

cutting bending hooking and tying complete as

per detailed drawing.For well :- curb, staining,

cap and RCC Raft.

13 Providing & laying bituminious base course 29.00 MT 2797.70

37.50 mm thick compacted in Single layer

asphalt VG-30 grade at 1.99 % by weight of mix

for mixing and 4.0 kg/10 smt RS-I grade

Asphalt for tack coat & using B.T. chips of

required gradation including cleaning and

heating asphalt, premix material by drum mix

process in proper gradation and laying with

paver finisher including rolling and

consolidation with 8-10 tonne vibratory roller

and providing all material equipment, tools,

and plants, fire wood, oil, kerosene labour

charges etc. complete using contractor's own

machinaries, drum mix plant and paver finisher

14 Providing, laying 37.50 mm thick compacted 778.00 MT 3553.18

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

2.5 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.

15 Providing and laying seal coat with B.T. 340.00 MT 4221.80

aggregate as specified using aggregate at the

rate of 0.24 Cu.mt./10 Sq. mt. and bitumen

grade VG-30 for mixing with aggregate at the

rate of 4.50 % i.e. 45.00 Kg. / M.T including

heating & mixing in hot / drum mix plant &

transporting & sreading the same by paver

finisher & consolidation with vibratory roller

incl. necessary firewoood, oil, lubricants,

labour charges etc. using contractor's own drum

mix plant, machineries & equipment, tools etc.

complete in accordance with the requirement

of specification.

16 Providing and laying asphalt painting on B.T. 9430.00 Sqmt 44.09

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

17 Providing and fixing ordinary Kilometer stone of 4.00 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.)

18 Providing and fixing Hectometer stone as per 12.00 Nos. 356.50

I.R.C. type design including lettering and

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

19 MMGSY Logo Board:- Providing and fixing 1.00 Nos. 5050.00

MMGSY 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

x 60 cms for each leg, including excavation

curing etc. complete under the supervision of

Engineer-In-Charge (A)Engineer grade.

20 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)

21 Direction sign (Junction board):-Providing and 4.00 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

22 Informatory Signs :-Providing and fixing sing 1.00 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)...

23 Road marking with hot applied thermoplastic 567.97 Sqmt 367.72

paints with reflectorising glass beads on

bitumin surface providing and laying a hot

applied thermoplastic compound 2.5 mm thick

including reflectorising glass beads @ 250gms

per sqm area, thickness of 2.5mm is excluding

of surface applied glass beds as per IRC:35-

2015. The finished surface to be level, uniform

and free from streaks and holes. zebra patta

/bump patta lane/center line/ edge line/cut

patta. The white color marking should provide

liminance coefficinet on cemend road shalll be

min 130 mcd/m2/lux and Asphalt road shall be

min 100 mcd/m2/lux during the service life

during the day time. The marking should meet

the performance criteria for night time

reflectivity, wet reflectivity and skid resistance

as mentioned in the section-15 of IRC 35-2015.

Warranty for the Retro reflectivity should be

24 Supplying and fixing cat eye (Stimsonite) made 327.00 Nos. 375.72

out from Acrilo beautile sterine injuction high

compressed molding with reflector made of

MMC (prismatic type of size 12cm x 6cm x

2.5cm) provided with bituminous adhesive

100g. with each unit for fixing. (High Intensity

25 Hazard Marker Sign :-Providing and fixing sing 4.00 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)

26 Cautionary Warning Sign :-Providing and fixing 26.00 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

x 60 Cms. for each leg.including excavation,

curing etc.complete under the supervision of

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

27 Regulatory/Mandatory signs :Providing and 4.00 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)...

28 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)

29 Dismentaling the existing structure including 113.60 Cum. 955.41

removing and stacking the dismentelled

materials as and where directed. (B) R.C.C

30 Excavation in hard rock by dry-wet blasting and 417.90 Cum. 881.91

chiselling including dewatering preparing

foundation base by proper benching and

stepping and disposing of the excavated stuff as

directed.(A) General blasting

31 Providing and filling sand below RCC raft in 257.40 Cum. 504.42

layers including ramming and dewatering etc

32 Providing and casting in situ Ordinary cement 62.80 Cum. 3741.12

concrete M-150 for R.C.C. Raft and cut-off

walls including necessary shuttering laying,

vibrating, ramming and curing complete. (more

33 Providing and Casting in situ controlled Cement 331.20 Cum. 4663.10

Concrete M-250 for R.C.C. Raft and cutt-off

walls including necessary shuttering laying,

vibrating, ramming and curing complete. (more

34 Providing and casting in situ controlled cement 114.60 Cum. 5400.68

concrete M-250 for R.C.C. solid slab including

centering, scaffolding, curing and finishing

complete. (more than 10 ton)

35 Providing and casting in situ controlled cement 34.20 Cum. 4917.69

concrete M-250 for Kerb/ kerb blocks including

formwork curing and finishing, complete (more

36 Providing and casting in situ controlled cement 25.10 Cum. 5660.71

concrete M-40 for average 100 mm thick

wearing coat laid as directed dincluding

tamping, vibrating, finishing, curing and

fillingin joints with bitumen complete (more

37 Providing and casting in situ ordinary cement 219.70 Cum. 4377.13

concrete M. 250 mix and providing necessary

pin headers including shuttring scaffolding

laying vibrating curing and finishing complete.

Without V-Grooves. (A) Height from 0.0 M to

38 Providing and fixing in position IS mark steel 41.41 MT 73243.02

bar reinforcement of bar grade FE-500/500D

including cutting, bending, hooking and tying

complete as per detailed drawing for raft slab,

pier, solid slab, kerb block, wearing coat etc.

39 Provding P.V.C. 100 mm diameter water spouts 24.00 Nos. 159.37

including necessary iron gratings as per

drawings. (more than 10 ton)

40 Providing & laying weep hole in Aburtments, 86.00 Nos. 89.20

and returns by using A.C. pipe of 100mm

including laying in proper grede and jointing

the completed as per detailed specification.

41 Providing and laying - Fitter Media 600mm thick 79.00 Sqmt 1311.18

directed at the back of abutments, returns and

wing walls as per detailed specifications. (more

42 Providing and fixing Guard stone as per I.R.C. 46.00 Nos. 350.80

type design including white washing etc.

complete (II) Fixing in C.C. 1:5:10

43 Wall painting (two coats) with plastic emulsion 174.80 Sqmt 84.37

paint of approved brand and manufacture on

undecorated wall surface to give an even shade

including throughly brushing the surface free

from mortar droppings and other foreign matter

and sand papered smooth.

44 Providing all weather diversion with necessary 50.00 rmt 12089.70

earthwork and using 15 cm GSB-II and 15 cm

WBM-II sub base including 37.5 mm BBC &

mm BM& using 600 mm dia. NP- 3 Pipes as and

where required for Drainage of water way in

river including maintenance the diversion up to

completion of work and all safety measures as

directed by Engineer in charge.

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 tender.

5 An amount of Rs.4,40,018.28/- ( Rs.) towards estimated salvage value of dismantelled materials

likely to be available from dismentalling the existing structure and diversion credit shall be

recovered from the 1st R.A. Bill of this work irrespective of the quantity actually received on

Executive Engineer

Signature of the contractor Panchayat (R & B) Division