MMGSY 2026-27 Resurfacing Resurfacing of Umarda Zarawadi road (Ch 0/0 to 1/50) Ta. Umarpada Dist.Surat

Name of Work:-MMGSY 2026-27 Resurfacing of Umarda Zarawadi road (Ch 0/0 to 1/50) 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 0.44 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 1111.32 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 651.82 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 5513.00 Sqmt 42.76

macadam surface 6 cm to 10 cm.depth

including stacking useful materials on road side

and disposing off remaining stuff.

5 Supplying, Stacking, Spreading & rolling of Hard 177.00 Cum. 539.34

Murrum on road side for hard side shoulder of

work as per specification including filling the

mesure boxes of standard size etc. complete.

6 Providing and laying Granular Sub Base Grade I 75.00 Cum. 847.39

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

7 Consructing of granular sub-base Gr-II by 140.00 Cum. 796.89

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 960.00 Cum. 1471.57

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 37.50 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 & laying bituminious base course 447.00 MT 2952.23

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.

11 Providing, laying 37.50 mm thick compacted 492.00 MT 3755.28

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.

12 Providing & laying 25mm thick compacted Semi 343.00 MT 4742.86

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.

13 Providing and laying asphalt painting on B.T. 5954.00 Sqmt 46.40

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

14 Providing and fixing ordinary Kilometer stone of 3.00 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.)

15 Providing and fixing Hectometer stone as per 6.00 Nos. 356.50

I.R.C. type design including lettering and

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

16 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.

17 Village name/ Bump Ahed sign :-Providing and 4.00 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)

18 Direction sign (Junction board):-Providing and 6.00 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

19 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)...

20 Road marking with hot applied thermoplastic 314.44 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

21 Supplying and fixing cat eye (Stimsonite) made 212.00 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)

22 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)

23 Chevron sign :-Providing and fixing sign boards 7.00 Nos. 3711.75

made out of 1.5mm aluminium sheet / 3mm

ACP (Aluminum composite Panel); size 60x50cm

rectangular as per design of IRC-67-2012. Pre

treated with phospheting process & acid

etching; coated with one coat of epoxy primer

and two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications;

3.3 mtr long stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle

of35x35x3mm; painted with bestquality 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

blockof size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc.complete

under the supervision of engineer in charge. A

warranty for 7 years for the Retro reflective

sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test

report from third party test lab for the product

offered shall be submitted by contractor. (A)

Class-B Type-4 Retro Reflective sheeting

24 Cautionary Warning Sign :-Providing and fixing 28.00 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)

25 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)...

26 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)

27 Type - A, "W" : Metal Beam Crash Barrier 100.00 rmt 3434.00

(Providing and erecting a "W" metal beam crash

barrier comprising of 3 mm thick corrugated

sheet metal beam rail, 70 cm above

road/ground level, fixed on ISMC series channel

vertical post, 150 x 75 x 5 mm spaced 2 m

centre to centre, 1.8 m high, 1.1 m below

ground/road level, all steel parts and fitments

to be galvanised by hot dip process, all fittings

to conform to IS:1367 and IS:1364, metal beam

rail to be fixed on the vertical post with a

spacer of channel section 150 x 75 x 5 mm,

mm long complete as per clause 811)

28 Excavation for foundation upto 1.5 m depth 185.00 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

29 Providing & filling in foundation with ordinary 24.00 Cum. 3325.30

cement concrete M 100 mix and providing

necessary vertical pin headers including

formwork vibrating ramming & curing complete.

30 Providing & casting in situ ordinary cement 265.00 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

31 Providing and laying in position FE 500/500D 1.41 MT 73858.69

TMT bar reinforcement including cutting,

bending, hooking and tying complete as per

detailed drawings for the following.(A) Piers (B)

Abutments (C) R.C.C. Returns (upto 10 ton)

32 Dismentaling the existing structure including 83.60 Cum. 955.41

removing and stacking the dismentelled

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

33 Excavation in hard rock by dry-wet blasting and 524.60 Cum. 1722.07

chiselling including dewatering preparing

foundation base by proper benching and

stepping and disposing of the excavated stuff as

directed.(B) prohibited Blasting. work.

34 Providing and filling sand below RCC raft in 418.40 Cum. 504.42

layers including ramming and dewatering etc

35 Providing and casting in situ Ordinary cement 76.10 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 than

36 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

37 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)

38 Providing and casting in situ controlled cement 39.20 Cum. 4917.69

concrete M-250 for Kerb/ kerb blocks including

formwork curing and finishing, complete (more

39 Providing and casting in situ controlled cement 26.60 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

40 Providing and casting in situ ordinary cement 465.90 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

41 Providing and fixing in position IS mark steel bar 45.91 MT 73243.02

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.

42 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)

43 Providing & laying weep hole in Aburtments, 371.00 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.

44 Providing and laying - Fitter Media 600mm thick 315.00 Sqmt 1311.18

directed at the back of abutments, returns and

wing walls as per detailed specifications. (more

45 Providing and fixing Guard stone as per I.R.C. 48.00 Nos. 350.80

type design including white washing etc.

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

46 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.

47 Providing all weather diversion with necessary 60.00 rmt 11019.10

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

5 An amount of Rs.4,75,223.78/- ( 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