MMGSY 2026-27 Resurfacing of Various Roads in Valod Taluka Package No. 10 Total 3 road 4.80 km. (1) Ranveri Kanjod village main road to Madhavjibhai House road Ch 0/0 to 0/500 Ta.Valod (2) Bhimpor Dungari faliya to Hathuka main road Sec- I 0/0 to 1/800 ,Sec-II 0/0 to 0/900 Ta.Valod (3) Ranveri Kanjod road to Ranveri Vachla faliya to Titva Chasa faliya Madhi road Ch 0/0 to 1/600 Ta.Valod.

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

Taluka Package No. 10 Total 3 road 4.80 km. [1] Resurfacing of Ranveri Kanjod village main road to

Madhavjibhai House road Ch 0/0 to 0/500 Ta.Valod Dist.Tapi.[2]Resurfacing of Bhimpor Dungari faliya to

Hathuka main road Sec- I 0/0 to 1/800 ,Sec-II 0/0 to 0/900 Ta.Valod Dist.Tapi.[3]Resurfacing of Ranveri

Kanjod road to Ranveri Vachla faliya to Titva Chasa faliya Madhi road Ch 0/0 to 1/600 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 rank vegetation 1.49 Hect 28455.09

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 including 3888.00 Cum. 130.94

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 dressing with all 883.27 Cum. 173.67

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 Murrum on road side 576.00 Cum. 444.40

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 providing course 375.00 Cum. 703.64

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 course graded B.T. 315.00 Cum. 654.60

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 graded stone aggregate 350.00 Cum. 801.92

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

8 Providing and Applying Primer coat with Bitumen emulsion (SS-I) on 1950.00 Sqmt 63.53

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)

9 Supplying and fixing reinforced concrete heavy duty nonpressure 45.00 Rmt 1968.38

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

10 Providing & laying bituminious base course 37.50 mm thick compacted 109.00 MT 2800.73

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.

11 Providing, laying 50 mm thick compacted Bituminous Macadam 2069.00 MT 3764.78

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

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.

12 Providing & laying 25mm thick compacted Semi Dense Bituminous 992.00 MT 4743.02

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.

13 Providing and laying asphalt painting on B.T. surface with bitumen VG- 17221.00 Sqmt 46.39

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 precast C.C. 1:2:4 9.00 Nos. 1293.39

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

15 Providing and fixing Hectometer stone as per I.R.C. type design 20.00 Nos. 356.50

including lettering and painting etc. complete. (ii) Fixing in C.C. 1:5:10

16 MMGSY Logo Board:- Providing and fixing MMGSY Logo Board 3.00 Nos. 5050.00

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.

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

Quantity Unit Amount

No. reference to book of specifications) Figures

17 Village name/ Bump Ahed sign :-Providing and fixing sing boards made 8.00 Nos. 5045.36

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)

18 Direction sign (Junction board):-Providing and fixing sing boards made 6.00 Nos. 14831.71

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 made out of 2mm 3.00 Nos. 3856.90

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 Grade(VR)..

20 Road marking with hot applied thermoplastic paints with reflectorising 1020.00 Sqmt 367.72

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 100 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 from Acrilo beautile 574.00 Nos. 375.72

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

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

Quantity Unit Amount

No. reference to book of specifications) Figures

22 Hazard Marker Sign :-Providing and fixing sing boards made out of 6.00 Nos. 2423.74

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)

23 Cautionary Warning Sign :-Providing and fixing sing boards made out 18.00 Nos. 3808.66

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.

24 Regulatory/Mandatory signs :Providing and fixing sing boards made out 6.00 Nos. 3439.81

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)...

25 STOP SIGN:-Providing and fixing sing boards made out of 2mm 3.00 Nos. 4676.06

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).

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

Quantity Unit Amount

No. reference to book of specifications) Figures

26 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a 75.00 Rmt 3434.00

"W" metal beam crash barrier comprising of 3 mm thick corrugated

sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC

series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to

centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and

fitments to be galvanised by hot dip process, all fittings to conform to

IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post

with a spacer of channel section 150 x 75 x 5 mm, 330 mm long

complete as per clause 811)

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