MMGSY 2026-27 Resurfacing of Various Roads in Songadh Taluka Package No. 21 Total 3 road 4.610 km. (1) Mota Tarpada Patel faliya road Sec-I 0/0 to 0/70, Sec-II 0/0 to 0/100, Sec-III 0/250, Sec-VI 0/0 to 0/180. Ta.Songadh (2) Mota Tarpada Approach road Ch 0/0 to 1/40. Ta.Songadh (3) Sandhkuva Moyali Kalaghat approach road Sec-I 0/0 to 1/500, Sec-II 0/0 to 0/450 Ta.Songadh.

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

Songadh Taluka Package No. 21 Total 3 road 4.610 km. [1] Resurfacing of Mota Tarpada Patel faliya

road Sec-I 0/0 to 0/70, Sec-II 0/0 to 0/100, Sec-III 0/280, Sec-VI 0/0 to 0/180 Ta.Songadh

Dist.Tapi.[2]Resurfacing of Mota Tarpada Approach road Ch 0/0 to 1/40 Ta.Songadh

Dist.Tapi.[3]Resurfacing of Sandhkuva Moyali Kalaghat approach road Sec-I 0/0 to 1/500, Sec-II 0/0 to

0/450 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 rank 1.39 Hect 28455.09

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 3734.10 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 lift.

3 Earth work for embankment including breaking clods 1128.78 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

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 13830.00 Sqmt 41.74

surface 6 cm to 10 cm.depth including stacking useful

materials on road side and disposing off remaining stuff.

5 Supplying, Stacking, Spreading & rolling of Hard Murrum 554.00 Cum. 444.40

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 82.00 Cum. 707.00

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

7 Consructing of granular sub-base Gr-II by providing 174.60 Cum. 659.70

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 course as 1552.00 Cum. 775.65

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 14663.00 Sqmt 63.53

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 Supplying and fixing reinforced concrete heavy duty 60.00 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.

11 Providing, laying 50 mm thick compacted Bituminous 1374.00 MT 3749.54

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

12 Providing & laying 25mm thick compacted Semi Dense 844.00 MT 4726.21

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.

13 Providing and laying asphalt painting on B.T. surface with 14663.00 Sqmt 46.35

bitumen VG-30 at rate 5.00 Kg / 10.00 Sq.mt. of bitumen

including spreading stone dust for painting surface at rate

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

Quantity Unit Amount

No. reference to book of specifications) Figures

14 Providing and fixing ordinary Kilometer stone of precast 9.00 Nos. 1293.39

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. type 20.00 Nos. 356.50

design including lettering and painting etc. complete. (ii)

Fixing in C.C. 1:5:10

16 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 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 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

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 sing 10.00 Nos. 14831.71

boards made out of 2mm aluminium sheet; size 120 x

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 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 Grade(VR)..

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 with 960.40 Sqmt 367.72

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.

21 Supplying and fixing cat eye (Stimsonite) made out from 545.00 Nos. 375.72

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 boards 14.00 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

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

Quantity Unit Amount

No. reference to book of specifications) Figures

23 Cautionary Warning Sign :-Providing and fixing sing 14.00 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.

24 STOP SIGN:-Providing and fixing sing boards made out 2.00 Nos. 4676.06

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 Excavation for foundation upto 1.5 m depth including 320.90 Cum. 254.36

sorting out and stacking of useful materials and disposing

off the excavated stuff upto 50 Meter lead.(B) Dense or

26 Providing & filling in foundation with ordinary cement 32.60 Cum. 3326.71

concrete M 100 mix and providing necessary vertical pin

headers including formwork vibrating ramming & curing

27 Providing & casting in situ ordinary cement concrete M- 254.90 Cum. 3904.76

150 mix and providing necessary pin headers including

shuttering, scaffolding, laying, vibrating, curing and

finishing complete without V-Groves.(A) Height from

28 Supplying fixing & joining reinforced concret heavy duty 60.00 Rmt 3469.26

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 900mm dia.

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

Quantity Unit Amount

No. reference to book of specifications) Figures

29 Supplying fixing & joining reinforced concret heavy duty 15.00 Rmt 5560.01

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 1200mm dia.

30 Providing and fixing Guard stone as per I.R.C. type design 74.00 Nos. 350.80

including white washing etc. complete (II) Fixing in C.C.

31 Providing and fixing 20cm x 15cm x 2.5cm thick year 6.00 Nos. 279.69

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

and engraving letters, etc. complete

32 Wall painting (two coats) with plastic emulsion paint of 285.10 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.

33 Dismentaling the existing structure including removing 170.90 Cum. 932.65

and stacking the dismentelled materials as and where

directed. (B) R.C.C Work

34 Providing and laying in position FE 500/500D TMT bar 0.29 MT 73858.69

reinforcement including cutting, bending, hooking and

tying complete as per detailed drawings for the

following.(A) Piers (B) Abutments (C) R.C.C. Returns

35 Providing and Laying weep hole in abutment and return 56.00 Nos. 87.07

by using A.C. pipes of 100 mm diameter with laying in

proper grade and jointing complete etc.as per detailed

36 Providing and filter media 600mm thick as directed at the 85.00 Sqmt 1279.96

back of abutment returns & wingwall as per detailed

37 Excavation for foundation in hard murrum and boulders 106.20 Cum. 613.08

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

38 Providing and filling sand below RCC raft in layers 155.70 Cum. 552.22

including ramming and dewatering etc complete.

39 Providing and casting in situ Ordinary cement concrete M- 17.50 Cum. 3780.29

150 for R.C.C. Raft and cut-off walls including necessary

shuttering laying, vibrating, ramming and curing complete.

(more than 10 ton)

40 Providing and Casting in situ controlled Cement Concrete 53.10 Cum. 4600.64

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

necessary shuttering laying, vibrating, ramming and curing

complete. (more than 10 ton)

41 Providing and casting in situ controlled cement concrete 15.70 Cum. 5439.82

M-250 for R.C.C. solid slab including centering,

scaffolding, curing and finishing complete. (more than

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

Quantity Unit Amount

No. reference to book of specifications) Figures

42 Providing and casting in situ controlled cement concrete 16.50 Cum. 4956.84

M-250 for Kerb/ kerb blocks including formwork curing

and finishing, complete (more than 10 ton)

43 Providing and casting in situ controlled cement concrete 7.60 Cum. 5703.76

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

44 Providing and casting in situ ordinary cement concrete M. 53.60 Cum. 4274.80

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

45 Providing and fixing in position IS mark steel bar 8.13 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

46 Provding P.V.C. 100 mm diameter water spouts including 8.00 Nos. 159.37

necessary iron gratings as per drawings. (more than

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