MMGSY 2026-27 (Strengthening and Resurfacing) Resurfacing of Various Roads in Nizar and Uchchhal Taluka Package No.27 Total 2 road, 5.200 km. (1) Nava Vanka Adhivasi faliya to Sajipur Joining road 0/0 to 2/0 (W/S Sec-I 0/0 to 0/500, Sec-II 0/0 to 0/500, Sec-II 0/0 to 0/5000 Ta.Nizar (2) Bhintbhudrak Approach road Km 0/0 to 3/700 Ta.Uchchhal.

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

Nizar and Uchchhal Taluka Package No. 27 Total 2 road 5.200 km.[1]Resurfacing of Nava Vanka

Adhivasi faliya to Sajipur Joining road 0/0 to 2/0( W/S Sec-I 0/0 to 0/500, Sec-II 0/0 to 0/500, Sec-II 0/0

to 0/5000 Ta. Nizar Dist.Tapi.[2]Resurfacing of Bhintbhudrak Approach road Km 0/0 to 3/700

Ta.Uchchhal 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 1.54 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 4143.96 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 Supplying, Stacking, Spreading & rolling of Hard 614.00 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.

4 Box cutting the road surface to proper slope and 1170.00 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.

5 Providing and laying cement concrete 1:4:8 (1: 240.00 Cum. 2901.73

cement: 4 coarse sand: 8 crushed stone aggregate

40 mm nominal size ) and curing complete excluding

the cost of formwork in (A) Foundation and plinth

6 Providing & Laying cement concrete 1:1:2 (1 cement : 450.00 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 specification.

7 Providing and placing in position FE 500D bar 8.30 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.

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

Quantity Unit Amount

No. reference to book of specifications) Figures

8 Providing, laying 37.50 mm thick compacted 596.00 MT 3878.20

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

9 Providing, laying 50 mm thick compacted Bituminous 1595.00 MT 3579.54

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.

10 Providing and laying seal coat with B.T. aggregate 260.00 MT 4454.10

as specified using aggregate at the rate of

Cu.mt./10 Sq. mt. and bitumen grade VG-30 for

mixing with aggregate at the rate of 4.50 % i.e.

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.

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 Semi 787.00 MT 4469.96

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.

12 Providing and laying asphalt painting on B.T. surface 20889.00 Sqmt 43.75

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. 21.00 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 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 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 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.

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 1083.20 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 609.00 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 Cautionary Warning Sign :-Providing and fixing sing 22.00 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.

22 Regulatory/Mandatory signs :Providing and fixing sing 8.00 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)....

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

Quantity Unit Amount

No. reference to book of specifications) Figures

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 30.00 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.

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