MMGSY 2026-27 Resurfacing Resurfacing of Sadadapani Velavi road Ch 0/0 to 3/00(W/S 0/0 to 3/00) Ta. Umarpada Dist.Surat

Name of Work:-MMGSY 2026-27 Resurfacing of Sadadapani Velavi road Ch 0/0 to 3/00(W/S 0/0

to 3/00) 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 0.76 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 2185.92 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 1779.11 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 Scarifying gravelled macadam or bitumen 1875.00 Sqmt 42.76

macadam surface 6 cm to 10 cm.depth

including stacking useful materials on road side

and disposing off remaining stuff.

5 Box cutting the road surface to proper slope & 636.40 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 lift..

6 Supplying, Stacking, Spreading & rolling of Hard 360.00 Cum. 390.87

Murrum on road side for hard side shoulder of

work as per specification including filling the

mesure boxes of standard size etc. complete.

7 Consructing of granular sub-base Gr-II by 233.10 Cum. 604.99

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 332.00 Cum. 1224.12

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 7.50 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 and laying cement concrete 1:4:8 (1: 148.00 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 (1 296.00 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 7.21 Cum. 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 155.00 MT 2851.23

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 etc. complete.

14 Providing, laying 37.50 mm thick compacted 818.00 MT 3607.11

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 & laying 25mm thick compacted Semi 571.00 MT 4539.85

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.

16 Providing and laying asphalt painting on B.T. 9915.00 Sqmt 44.22

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 laying mastic asphlat 25mm 417.00 Sqmt 1049.61

(average) thik wearing course (as per

specifications MORTH section 516) with

Industrial Grade Bitumen 85/25 after cleaning

the surface tack the same bitumen at the rate

of 2.5 kg/10 sqm and chicken mesh

reinforcement 1.5 mm dia steel wire with

heagonal or rectangular opening size 20-25 mm

shall be laid and over this prepared surface laid

prepared mastic asphalt, using coarse aggregate

13mm nomial size 40% by mass of total mix and

fine aggregate 2.36 to 0.075mm 31.9% and

Industrial Grade Bitumen 85/25 at the rate of

10.2% by weight of total mix in mastic cooker

and laid to required level and slope after

cleaning the sruface, after laying the mastic

asphalt for resistenct to skidding aggregate size

passing 13.2 mm sieve and reqained on 6.7mm

sieve precoated with the same bitumen at the

rate of 2% and applied at the rate of 0.005 cum

per 10 sqm and at an approximate spacng of

cm centre to centre in both directions, pressed

into surface when the temperature of surface is

not less than 1000C, producing 1 mm to 4 mm

over mastic surface, all complete as per clause

516 rate inclusive of chicken mesh, tack coat,

mastic asphalt and all aggregate, labour charge,

18 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.)

19 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

20 MMGSY Logo Board:- Providing and fixing MMGSY 1.00 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.

21 Village name/ Bump Ahed sign :-Providing and 3.00 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)

22 Direction sign (Junction board):-Providing and 8.00 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

23 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)...

24 Road marking with hot applied thermoplastic 611.95 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

25 Supplying and fixing cat eye (Stimsonite) made 357.00 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 grade)

26 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)

27 Cautionary Warning Sign :-Providing and fixing 24.00 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)

28 Regulatory/Mandatory signs :Providing and 2.00 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)...

29 STOP SIGN:-Providing and fixing sing boards 1.00 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)

30 Excavation for foundation upto 1.5 m depth 166.00 Cum. 260.57

including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(B) Dense or Hard soil

31 Providing & filling in foundation with ordinary 21.00 Cum. 3325.30

cement concrete M 100 mix and providing

necessary vertical pin headers including

formwork vibrating ramming & curing complete.

32 Providing & casting in situ ordinary cement 162.00 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

33 Providing & laying weep hole in Aburtments, 99.00 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.

34 Providing and laying - Fitter Media 600mm thick 99.00 Sqmt 1311.18

directed at the back of abutments, returns and

wing walls as per detailed specifications. (more

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