MMGSY 2026-27 Resurfacing of Various Roads in Dolvan Taluka Package No. 5 Total 2 road 4.550 km. (1) Bedaraipura Harizanvas Kalakva road Sec-I 0/0 to 0/750, Sec-II 0/0 to 2/300 Ta.Dolvan (2) Garvan approach road Joining Dhanturi Dhamandevi road Sec-I 0/0 to 1/300, Sec-II 0/0 to 0/200 Ta.Dolvan.

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

Package No. 5 Total 2 road 4.550 km. [1] Resurfacing of Bedaraipura Harizanvas Kalakva road Sec-I 0/0 to 0/750, Sec-

II 0/0 to 2/300 Ta.Dolvan Dist.Tapi.[2]Resurfacing of Garvan approach road Joining Dhanturi Dhamandevi road Sec-I 0/0

to 1/300, Sec-II 0/0 to 0/200 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 2.28 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 3442.50 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 803.88 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 5063.00 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 546.00 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 34.00 Cum. 888.80

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 238.00 Cum. 840.32

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 591.00 Cum. 915.93

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 5455.00 Sqmt 63.57

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 50 mm thick compacted Bituminous 1750.00 MT 3809.61

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 & laying 25mm thick compacted Semi 911.00 MT 4787.35

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.

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

Quantity Unit Amount

No. reference to book of specifications) Figures

12 Providing and laying asphalt painting on B.T. surface 15823.00 Sqmt 46.63

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 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. 19.00 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 2.00 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,

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

16 Village name/ Bump Ahed sign :-Providing and fixing 6.00 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 Grade(VR)

17 Direction sign (Junction board):-Providing and fixing 5.00 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 2.00 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 946.00 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

20 Supplying and fixing cat eye (Stimsonite) made out 363.00 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 boards 2.00 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)

22 Cautionary Warning Sign :-Providing and fixing sing 12.00 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 Grade.

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

Quantity Unit Amount

No. reference to book of specifications) Figures

23 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)....

24 STOP SIGN:-Providing and fixing sing boards made 2.00 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).

25 Dismentaling the existing structure including removing 18.90 Cum. 932.65

and stacking the dismentelled materials as and where

directed. (B) R.C.C Work

26 Excavation for foundation in hard murrum and 174.50 Cum. 613.08

boulders and very stiff or sticky, clays and other

similar strata including shoring and strutting and

dewatering as necessary and disposing of the

excavated stuff as directed .

27 Providing and filling sand below RCC raft in layers 179.50 Cum. 552.22

including ramming and dewatering etc complete.

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

Quantity Unit Amount

No. reference to book of specifications) Figures

28 Providing and casting in situ Ordinary cement 28.00 Cum. 3780.29

concrete M-150 for R.C.C. Raft and cut-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete. (more than 10 ton)

29 Providing and Casting in situ controlled Cement 112.90 Cum. 4600.64

Concrete M-200 for R.C.C. Raft and cutt-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete. (more than 10 ton)

30 Providing and casting in situ controlled cement 42.20 Cum. 5439.82

concrete M-250 for R.C.C. solid slab including

centering, scaffolding, curing and finishing complete.

(more than 10 ton)

31 Providing and casting in situ controlled cement 18.60 Cum. 4956.84

concrete M-250 for Kerb/ kerb blocks including

formwork curing and finishing, complete (more than

32 Providing and casting in situ controlled cement 11.40 Cum. 5703.76

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 than 10 ton)

33 Providing and casting in situ ordinary cement 66.30 Cum. 4274.80

concrete M. 200 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 5.0. M

34 Providing and fixing in position IS mark steel bar 14.31 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

35 Provding P.V.C. 100 mm diameter water spouts 12.00 Nos. 159.37

including necessary iron gratings as per drawings.

(more than 10 ton)

36 Providing and Laying weep hole in abutment and 32.00 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.

37 Providing and filter media 600mm thick as directed at 59.00 Sqmt 1279.96

the back of abutment returns & wingwall as per

detailed specification.

38 Providing and fixing Guard stone as per I.R.C. type 22.00 Nos. 350.80

design including white washing 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

39 Wall painting (two coats) with plastic emulsion paint of 68.90 Sqmt 81.38

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