MMGSY 2025-26 Earthan to BT (Vanbandhu Kalyan Yojna-2) Const. of Various Roads in Dolvan Taluka Package No. 26 Total 3 road 3.550 km. (1) Karanjkhed Village main road Fulchandbhai Home to Upla faliya toward road Ch 0/0 to 1/300 Ta.Dolvan (2) Umarvavnajik to Mangaliya Village Tad faliya toward road Sec-I 0/0 to 1/00,Sec-II 0/0 to 0/250 Ta.Dolvan. (3) Takiamba Village Tankli faliya Joining road Ch 0/0 to 1/00 Ta.Dolvan.

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

Taluka Package No. 26 Total 3 road 3.550 km. [1] Const.of Karanjkhed Village main road Fulchandbhai Home to Upla

faliya toward road Ch 0/0 to 1/300 Ta.Dolvan Dist.Tapi.[2]Const.of Umarvavnajik to Mangaliya Village Tad faliya toward

road Sec-I 0/0 to 1/00,Sec-II 0/0 to 0/250Ta.Dolvan Dist.Tapi.[3]Const.of Takiamba Village Tankli faliya Joining road Ch

0/0 to 1/00 Ta.Dolvan 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 2.13 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 2693.25 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 clods 1767.26 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 Supplying, Stacking, Spreading & rolling of Hard 320.00 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 512.00 Cum. 620.14

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.

6 Consructing of granular sub-base Gr-II by providing 1673.20 Cum. 604.39

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

7 Providing and laying of Wet Mix Macadam base 1758.00 Cum. 758.49

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.

8 Providing and applying primer coat with Bitumen 12286.00 Sqmt 59.49

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

9 Providing & laying bituminious base course 37.50 923.00 MT 2777.97

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.

10 Providing, laying 25mm thick compacted bituminous 646.00 MT 3934.73

carpet considering 0.66 cmt./10Smt. Stone chips for

one M.ton as per specification, using the asphalt at

rate 33.60 Kg/M.ton (i.e. 3.36% by weight of total

mix)(VG-30) and asphalt for tack coat at rate 2.5 Kg/

10sq.mt VG-30. 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

11 Providing and laying seal coat with B.T. 333.00 MT 4376.46

aggregate as specified using aggregate at the rate

of 0.18 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. 12286.00 Sqmt 45.75

surface with bitumen VG-30 at rate 5.00 Kg /

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 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.)

14 Providing and fixing Hectometer stone as per I.R.C. 15.00 Nos. 356.50

type design including lettering and painting etc.

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

15 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

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

16 Village name/ Bump Ahed sign :-Providing and fixing 4.00 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 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

17 Direction sign (Junction board):-Providing and fixing 4.00 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

18 Informatory Signs :-Providing and fixing sing boards 3.00 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

19 Road marking with hot applied thermoplastic paints 36.00 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

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 24.00 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

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

22 Cautionary Warning Sign :-Providing and fixing sing 10.00 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 Supplying and fixing reinforced concrete heavy duty 15.00 rmt 1968.38

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.(v) 600mm dia. (more than 10 ton)

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

Quantity Unit Amount

No. reference to book of specifications) Figures

24 Excavation for foundation up to 1.5m depth including 248.40 Cum. 254.36

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

25 Providing & filling in foundation with ordinary cement 23.10 Cum. 3326.71

concrete M 100 mix and providing necessary vertical

pin headers including formwork vibrating ramming &

curing complete.

26 Providing & casting in situ ordinary cement concrete 109.20 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.

27 Supplying fixing & joining reinforced concret heavy 22.50 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

28 Supplying fixing & joining reinforced concret heavy 22.50 rmt 5560.01

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

29 Providing and fixing Guard stone as per I.R.C. type 34.00 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 4.00 Nos. 279.69

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

Finishing and engraving letters, etc. complete

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

Quantity Unit Amount

No. reference to book of specifications) Figures

31 Wall painting (two coats) with plastic emulsion paint 146.90 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.

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