MMGSY 2025-26 Earthan to BT (Vanbandhu Kalyan Yojna-2) Const.of Vadi Bhensrot main road to Tapi faliya to Borisavar Joining road Sec-I 0/0 to 1/400, Sec-II 0/0 to 1/100,Sec-III 0/0 to 0/550 Ta. Songadh Dist.Tapi.

Name of Work:- MMGSY 2025-26 Earthan to BT (Vanbandhu Kalyan Yojna-2) Const.of Vadi

Bhensrot main road to Tapi faliya to Borisavar Joining road Sec-I 0/0 to 1/400, Sec-II 0/0 to

1/100,Sec-III 0/0 to 0/550 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 1.83 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 2470.50 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 3670.18 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 366.00 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 Box cutting the road surface to proper slope and 1492.00 Cum. 106.65

camber for making a base for road work including

removing the excavated stuff and depositing on the

road side slope as directed upto 50Mt.lead.

6 Providing and laying Granular Sub Base Grade I by 1312.00 Cum. 667.61

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

7 Consructing of granular sub-base Gr-II by providing 1871.70 Cum. 618.12

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.

8 Providing and laying of Wet Mix Macadam base 1693.00 Cum. 764.57

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 8717.00 Sqmt 61.00

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 Providing & laying bituminious base course 37.50 654.00 MT 2745.18

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

11 Providing, laying 25mm thick compacted bituminous 959.00 MT 3623.17

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

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.

12 Providing and laying seal coat with B.T. 502.00 MT 4537.83

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

13 Providing and laying asphalt painting on B.T. surface 8717.00 Sqmt 44.05

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.

14 Providing and fixing ordinary Kilometer stone of 5.00 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 I.R.C. 13.00 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

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 fixing 10.00 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

18 Direction sign (Junction board):-Providing and fixing 8.00 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.

19 Informatory Signs :-Providing and fixing sing boards 1.00 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

20 Road marking with hot applied thermoplastic paints 658.00 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.

21 Supplying and fixing cat eye (Stimsonite) made out 371.00 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)

22 Hazard Marker Sign :-Providing and fixing sing 8.00 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

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

Quantity Unit Amount

No. reference to book of specifications) Figures

23 Chevron sign :-Providing and fixing sign boards made 14.00 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

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 sing 13.00 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

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

Quantity Unit Amount

No. reference to book of specifications) Figures

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

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 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)

27 Supplying and fixing reinforced concrete heavy duty 60.00 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

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

Quantity Unit Amount

No. reference to book of specifications) Figures

28 Supplying and fixing reinforced concrete heavy duty 52.50 rmt 659.99

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.(i) 300mm dia. (more than

29 Dismentaling the existing structure including 711.00 Cum. 932.65

removing and stacking the dismentelled materials as

and where directed. (A) R.C.C. work

30 Excavation for foundation up to 1.5m depth 188.30 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

31 Providing & filling in foundation with ordinary 20.10 Cum. 3326.71

cement concrete M 100 mix and providing necessary

vertical pin headers including formwork vibrating

ramming & curing complete.

32 Providing & casting in situ ordinary cement concrete 165.40 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.

33 Supplying fixing & joining reinforced concret heavy 37.50 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-

34 Providing and fixing Guard stone as per I.R.C. type 46.00 Nos. 350.80

design including white washing etc. complete (II)

Fixing in C.C. 1:5:10

35 Providing and fixing 20cm x 15cm x 2.5cm thick year 4.00 Nos. 279.69

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

Finishing and engraving letters, etc. complete

36 Wall painting (two coats) with plastic emulsion paint 192.20 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.

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

Quantity Unit Amount

No. reference to book of specifications) Figures

37 Providing and laying cement concrete 1:4:8 (1: 264.00 Cum. 2901.73

cement: 4 coarse sand: 8 crushed stone aggregate

mm nominal size ) and curing complete excluding

the cost of formwork in (A) Foundation and plinth

38 Providing & Laying cement concrete 1:1:2 (1 cement 495.00 Cum. 5464.10

: 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

process on cement concrete road by using surface

floater, surface vibrator and Groove cutting as per

direction by engineer incharge & as per

39 Providing and placing in position FE 500D bar 9.10 MT 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.

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