MMGSY 2026-27 Resurfacing of Various Roads in Songadh and Ukai Taluka Package No.26 Total 2 road 1.700 km. (1) Singpur main road to Mandir faliya road Ch 0/0 to 0/400 Ta.Songadh (2) Sisor Amarai faliya to Sevakbhai Home to Bedkuvadur road Ch 0/0 to 1/300 Ta.Ukai.

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

Ukai Taluka Package No. 26 Total 2 road 1.700 km.[1]Resurfacing of Singpur main road to Mandir faliya road Ch

0/0 to 0/400 Ta.Songadh Dist.Tapi.[2]Resurfacing of Sisor Amarai faliya to Sevakbhai Home to Bedkuvadur road Ch

0/0 to 1/300 Ta.Ukai 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 0.51 Hect 28455.10

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 2025.00 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 925.79 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 2340.00 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 156.00 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 310.00 Cum. 814.93

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 399.10 Cum. 759.74

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 546.00 Cum. 852.97

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 4262.00 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 Providing & laying bituminious base course 37.50 415.00 MT 2862.34

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.

11 Providing, laying 50 mm thick compacted Bituminous 641.00 MT 3800.13

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

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

Quantity Unit Amount

No. reference to book of specifications) Figures

12 Providing & laying 25mm thick compacted Semi 336.00 MT 4777.10

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

13 Providing and laying asphalt painting on B.T. surface 5822.00 Sqmt 46.45

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

15 Providing and fixing Hectometer stone as per I.R.C. 8.00 Nos. 356.50

type design including lettering and painting etc.

complete. (ii) Fixing in C.C. 1:5:10

16 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

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 12.00 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)

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.

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

Quantity Unit Amount

No. reference to book of specifications) Figures

19 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

20 Road marking with hot applied thermoplastic paints 388.00 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 years.

21 Supplying and fixing cat eye (Stimsonite) made out 251.00 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

22 Hazard Marker Sign :-Providing and fixing sing 4.00 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

23 Cautionary Warning Sign :-Providing and fixing sing 18.00 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

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 8.00 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)....

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

Quantity Unit Amount

No. reference to book of specifications) Figures

25 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).

26 Supplying and fixing reinforced concrete heavy duty 105.00 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.

27 Excavation for foundation upto 1.5 m depth including 52.20 Cum. 254.35

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter

lead.(B) Dense or Hard soil

28 Providing & filling in foundation with ordinary cement 7.00 Cum. 3326.70

concrete M 100 mix and providing necessary vertical

pin headers including formwork vibrating ramming &

curing complete.

29 Providing & casting in situ ordinary cement concrete 52.50 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.

30 Supplying and fixing reinforced concrete heavy duty 7.50 Rmt 3469.26

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) 900mm dia.

31 Providing and fixing Guard stone as per I.R.C. type 36.00 Nos. 350.80

design including white washing etc. complete (II)

Fixing in C.C. 1:5:10

32 Providing and fixing 20cm x 15cm x 2.5cm thick year 1.00 Nos. 279.69

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

Finishing and engraving letters, etc. complete

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

Quantity Unit Amount

No. reference to book of specifications) Figures

33 Wall painting (two coats) with plastic emulsion paint 130.10 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.

34 Dismentaling the existing structure including 157.50 Cum. 932.65

removing and stacking the dismentelled materials as

and where directed. (B) R.C.C Work

35 Excavation for foundation in hard murrum and 242.90 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 .

36 Providing and laying rubble for appron (each stone 69.90 Cum. 1067.08

weighting not less than 40Kg.) including and packing

and filing in the interestices with quarry-spalls.

37 Providing and casting in situ Ordinary cement 37.80 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)

38 Providing and Casting in situ controlled Cement 152.00 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)

39 Providing and casting in situ controlled cement 63.00 Cum. 5439.82

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

centering, scaffolding, curing and finishing complete.

(more than 10 ton)

40 Providing and casting in situ controlled cement 24.00 Cum. 4956.84

concrete M-250 for Kerb/ kerb blocks including

formwork curing and finishing, complete (more than

41 Providing and casting in situ controlled cement 15.00 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)

42 Providing and casting in situ ordinary cement 132.10 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

43 Providing and fixing in position IS mark steel bar 22.19 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.

44 Provding P.V.C. 100 mm diameter water spouts 16.00 Nos. 159.37

including necessary iron gratings as per drawings.

(more than 10 ton)

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

Quantity Unit Amount

No. reference to book of specifications) Figures

45 Providing & laying weep hole in Aburtments, and 77.00 Nos. 87.07

returns by using A.C. pipe of 100mm including laying

in proper grede and jointing the completed as per

detailed specification.

46 Providing and laying - Fitter Media 600mm thick 90.00 Sqmt 1279.96

directed at the back of abutments, returns and wing

walls as per detailed specifications. (more than

47 Providing and filling sand behind abutments and 168.20 Cum. 552.22

between returns in layers as directed

48 Providing and laying in position FE 500/500D TMT 0.15 MT 73858.67

bar reinforcement including cutting, bending, hooking

and tying complete as per detailed drawings for the

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

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