MMGSY 2025-26 Earthen to BT (Vanbandhu Kalyan Yojna-2) Const. of Various Roads in Valod Taluka Package No.27 Total 4 road 3.080 km. (1) Bhimpor Primary School to Hathuka main road Joining Road Ch 0/0 to 1/100 Ta.Valod (2) Bardoli Valod Khanpur SH to Shabari Ashram Joining Road Ch 0/0 to 0/180 Ta.Valod (3) Hathuka Godadha Adhyapor road to Godadha PHC Joining Road Ch 0/0 to 1/00 Ta.Valod (4) Dumkhal approach road to Navi Vasahat Joining Road Sec-I 0/0 to 0/600,Sec-II 0/0 to 0/200 Ta.Valod.

Name of Work:- MMGSY 2025-26 Earthan to BT (Vanbandhu Kalyan Yojna-2) Const. of Various Roads in Valod Taluka

Package No. 27 Total 4 road 3.080 km.[1]Const.of Bhimpor Primary School to Hathuka main road Joining road Ch

0/0 to 1/100 Ta.Valod Dist.Tapi.[2]Const.of Bardoli Valod Khanpur SH to Shabari Ashram Joining road Ch 0/0 to

0/180 Ta.Valod Dist.Tapi.[3]Const.of Hathuka Godadha Adhyapor road to Godadha PHC Joining road road Ch 0/0 to

1/00 Ta.Valod Dist.Tapi.[4]Const.of Dumkhal approach road to Navi Vasahat Joining road Sec-I 0/0 to 0/600,Sec-II

0/0 to 0/200 Ta.Valod 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 1.85 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 1540.98 Cum. 130.94

murrum including conveying and spreading the

stuff, embankment as and where directed within

200meters from the end of the cutting with all

required lead and lift.

3 Earth work for embankment including breaking 3551.41 Cum. 173.67

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 Lead Having C.B.R.

More than 5.00%

4 Supplying, Stacking, Spreading & rolling of Hard 335.00 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.

5 Providing and laying Granular Sub Base Grade I by 1396.00 Cum. 735.28

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.

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

Quantity Unit Amount

No. reference to book of specifications) Figures

6 Consructing of granular sub-base Gr-II by providing 1368.40 Cum. 683.96

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.

7 Providing and laying speading and compacting 1306.00 Cum. 839.09

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.

8 Providing and Applying Primer coat with Bitumen 11107.00 Sqmt 63.46

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

9 Providing & laying bituminious base course 37.50 835.00 MT 2856.02

mm 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. complete.

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

Quantity Unit Amount

No. reference to book of specifications) Figures

10 Providing, laying 37.50mm thick compacted 918.00 MT 3851.23

Bituminous 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 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.

11 Providing and laying seal coat with B.T. 401.00 MT 4475.91

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.

12 Providing and laying asphalt painting on B.T. surface 11107.00 Sqmt 46.44

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.

13 Providing and fixing ordinary Kilometer stone of 9.00 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 I.R.C. 14.00 Nos. 356.50

type design including lettering and painting etc.

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

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

Quantity Unit Amount

No. reference to book of specifications) Figures

15 MMGSY Logo Board:- Providing and fixing MMGSY 4.00 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

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 fixing 9.00 Nos. 5045.36

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

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)

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

Quantity Unit Amount

No. reference to book of specifications) Figures

17 Direction sign (Junction board):-Providing and fixing 9.00 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.

18 Informatory Signs :-Providing and fixing sing boards 4.00 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

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

Quantity Unit Amount

No. reference to book of specifications) Figures

19 Road marking with hot applied thermoplastic paints 676.00 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

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.

20 Supplying and fixing cat eye (Stimsonite) made out 362.00 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)

21 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)

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

Quantity Unit Amount

No. reference to book of specifications) Figures

22 Cautionary Warning Sign :-Providing and fixing sing 18.00 Nos. 3808.66

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.(B) Engineering

23 STOP SIGN:-Providing and fixing sing boards made 3.00 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).

24 Supplying and fixing reinforced concrete heavy duty 75.00 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.

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

Quantity Unit Amount

No. reference to book of specifications) Figures

25 Excavation for foundation up to 1.5m depth 189.40 Cum. 254.36

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

26 Providing & filling in foundation with ordinary 15.80 Cum. 3326.71

cement concrete M 100 mix and providing necessary

vertical pin headers including formwork vibrating

ramming & curing complete.

27 Providing & casting in situ ordinary cement concrete 73.50 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.

28 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-

29 Providing and fixing Guard stone as per I.R.C. type 18.00 Nos. 350.80

design including white washing etc. complete (II)

Fixing in C.C. 1:5:10

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

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

Finishing and engraving letters, etc. complete

31 Wall painting (two coats) with plastic emulsion 83.70 Sqmt 81.38

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.

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

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

Quantity Unit Amount

No. reference to book of specifications) Figures

*( 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