MMGSY 2026-27 Resurfacing of Various Roads in Songadh Taluka Package No. 16 Total 3 road 4.400 km. (1) Gunkhadi to Vanzafali road Sec-I 0/0 to 0/700, Sec-II 0/0 to 0/300 Ta.Songadh (2) Vadpada pra Umarda joining Dungari faliya to Hiravadi joining road Sec-I 0/0 to 0/950, Sec-II 0/0 to 0/650, Sec-III 0/0 to 0/250, Sec-IV 0/0 to 0/150 Ta.Songadh (2) Taparvada Karchali faliya to Vadada pra Umarda road Ch 0/0 to 1/40 Ta.Songadh.

Name of Work:- MMGSY 2026-27 (Strenghening and Resurfacing) Resurfacing of Various Roads in Songadh Taluka

Package No. 16 Total 3 road 4.400 km. [1] Resurfacing of Gunkhadi to Vanzafali road Sec-I 0/0 to 0/700, Sec-II 0/0 to

0/300 Ta.Songadh Dist.Tapi.[2]Resurfacing of Vadpada pra Umarda joining Dungari faliya to Hiravadi joining road Sec-

I 0/0 to 0/950, Sec-II 0/0 to 0/650, Sec-III 0/0 to 0/250, Sec-IV 0/0 to 0/150 Ta.Songadh Dist.Tapi.[3]Resurfacing of

Taparvada Karchali faliya to Vadada pra Umarda road Ch 0/0 to 1/40 Ta.Songadh Dist.Tapi.

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

It. Description of Item (with brief Specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) Figures

1 Clearing and grubbing road land including uprooting 1.32 Hect 28455.09

rank vegetation grass bushes,shrubs,sapling and trees

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 Earthwork in cuting in all sorts of soil and soft murrum 3564.00 Cum. 130.94

including conveying and spreading the stuff,

embankment as and where directed within 200meters

from the end of the cutting with all required lead and

3 Earth work for embankment including breaking clods 731.58 Cum. 173.67

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 Lead Having C.B.R. More than 5.00%

4 Scarifying gravelled macadam or bitumen macadam 15375.00 Sqmt 41.74

surface 6 cm to 10 cm.depth including stacking useful

materials on road side and disposing off remaining

5 Supplying, Stacking, Spreading & rolling of Hard 528.00 Cum. 444.40

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 by 170.00 Cum. 661.38

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 providing 168.70 Cum. 610.61

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.

It. Description of Item (with brief Specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) Figures

8 Providing and laying of Wet Mix Macadam base 1777.00 Cum. 754.46

course as per MORTH specification using machine

crushed B.T. chips as per required gradation, mixing

with required optimum quantity of water, conveying

the mix to site of work, spreading in to grade and

camber with paver/mechanical means and

consolidation each layer with vibratory roller to

aschieve the desired density including cost of material

labour plant and equipment etc. complete.

9 Providing and applying primer coat with Bitumen 16637.00 Sqmt 63.53

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

10 Supplying and fixing reinforced concrete heavy duty 60.00 Rmt 1968.38

nonpressure 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.

11 Providing & laying bituminious base course 37.50 mm 34.00 MT 2866.38

thick compacted in Single layer asphalt VG-30 grade

at 1.99 % by weight of mix for mixing and 2.50 kg/10

smt VG-30 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.

12 Providing, laying 50 mm thick compacted Bituminous 1684.00 MT 3772.68

Macadam considering 0.66 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 VG-30 for tack coat at rate

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.

It. Description of Item (with brief Specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) Figures

13 Providing & laying 25mm thick compacted Semi 959.00 MT 4752.55

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. 50 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. complete.

14 Providing and laying asphalt painting on B.T. surface 16637.00 Sqmt 46.30

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 0.03 cu.mt. / 10 sq.mt.

15 Providing and fixing ordinary Kilometer stone of 8.00 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.)

16 Providing and fixing Hectometer stone as per I.R.C. 18.00 Nos. 356.50

type design including lettering and painting etc.

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

17 MMGSY Logo Board:- Providing and fixing MMGSY 3.00 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.

It. Description of Item (with brief Specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) Figures

18 Village name/ Bump Ahed sign :-Providing and fixing 14.00 Nos. 5045.36

sing boards made out of 2mm aluminium sheet; size

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

19 Direction sign (Junction board):-Providing and fixing 14.00 Nos. 14831.71

sing boards made out of 2mm aluminium sheet; size

120 x 90 cms. 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 Grade.

It. Description of Item (with brief Specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) Figures

20 Informatory Signs :-Providing and fixing sing boards 5.00 Nos. 3856.90

made out of 2mm aluminium sheet; size 80 x 60cms.

rectangle as per the design of IRC-67-1977 pre

treatedwith 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)..

21 Road marking with hot applied thermoplastic paints 964.00 Sqmt 367.72

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 two years.

22 Supplying and fixing cat eye (Stimsonite) made out 545.00 Nos. 375.72

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

bituminousadhesive 100g. with each unit for fixing.

(High Intensity grade)

It. Description of Item (with brief Specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) Figures

23 Hazard Marker Sign :-Providing and fixing sing boards 22.00 Nos. 2423.74

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)

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

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

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

It. Description of Item (with brief Specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) Figures

25 Cautionary Warning Sign :-Providing and fixing sing 22.00 Nos. 3808.66

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

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.(B)

Engineering Grade.

26 Regulatory/Mandatory signs :Providing and fixing sing 4.00 Nos. 3439.81

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)...

27 STOP SIGN:-Providing and fixing sing boards made 5.00 Nos. 4676.06

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).

It. Description of Item (with brief Specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) Figures

28 Excavation for foundation upto 1.5 m depth including 447.90 Cum. 254.36

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 cement 57.20 Cum. 3326.71

concrete M 100 mix and providing necessary vertical

pin headers including formwork vibrating ramming &

curing complete.

30 Providing & casting in situ ordinary cement concrete 438.10 Cum. 3904.76

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 5.0 M.

31 Supplying fixing & joining reinforced concret heavy 30.00 Rmt 3469.26

duty non pressure pipe with collars for culverts carring

heavy traffic as per IS 458-1991 specification

including setting and joining the pipe in cement mortar

1:2 watering or laying of class NP-3 900mm dia.

32 Providing and fixing Guard stone as per I.R.C. type 42.00 Nos. 350.80

design including white washing etc. complete (II)

Fixing in C.C. 1:5:10

33 Providing and fixing 20cm x 15cm x 2.5cm thick year 2.00 Nos. 279.69

plate of marble stone set in C.M. 1:4 including

Finishing and engraving letters, etc. complete

34 Wall painting (two coats) with plastic emulsion paint 116.70 Sqmt 81.38

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.

35 Dismentaling the existing structure including removing 79.00 Cum. 932.65

and stacking the dismentelled materials as and where

directed. (B) R.C.C Work

36 Providing and laying in position FE 500/500D TMT 2.05 MT 73858.69

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

37 Providing and Laying weep hole in abutment and 204.00 Nos. 87.07

return by using A.C. pipes of 100 mm diameter with

laying in proper grade and jointing complete etc.as per

detailed specification.

38 Providing and filter media 600mm thick as directed at 204.00 Sqmt 1279.96

the back of abutment returns & wingwall as per

detailed specification.

39 Providing flood gauge marks on substructure as per 1.90 Sqmt 164.69

design including painting complete.

40 Providing and laying rubble for appron (each stone 8.40 Cum. 1067.08

weighting not less than 40Kg.) including and packing

and filing in the interestices with quarry-spalls.

It. Description of Item (with brief Specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) Figures

41 Providing and casting in situ Controlled cement 7.00 Cum. 5280.86

concrete M-200 for average 100 mm thick wearing coat

laid as directed including temping vibra-ting finishing

curring and filling in joints with Bitumen etc complete.

42 Providing and fixing in position IS mark steel bar 0.39 MT 73243.03

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

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 under.

*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.

Executive Engineer

Signature of the contractor Panchayat (R & B) Division