MMGSY 2026-27 Resurfacing of Various Roads in Songadh Taluka Dist.Tapi. Package No. 19 Total 2 road 2.910 km. (1) Nana Kakadkuva to Rupvada road Sec-I 0/0 to 1/800, Sec-II 0/0 to 0/300 Ta.Songadh (2) Nana Kakadkuva to Rupvada road Sec-I 0/0 to 1/800, Sec-II 0/0 to 0/300 Ta.Songadh.

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

in Songadh Taluka Package No. 19 Total 2 road 2.910 km. [1] Resurfacing of Nana Kakadkuva to

Rupvada road Sec-I 0/0 to 1/800, Sec-II 0/0 to 0/300 Ta.Songadh Dist.Tapi.[2]Resurfacing of

Government Medium School to Nana Kakadkuva approach road Sec-I 0/0 to 0/660, Sec-II 0/0 to

0/150 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 0.87 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 2357.10 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 696.51 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

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 surface 9225.00 Sqmt 41.74

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 350.00 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 34.00 Cum. 601.96

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 course 33.00 Cum. 553.48

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.

8 Providing and laying of Wet Mix Macadam base course as 1237.00 Cum. 764.02

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.

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

Quantity Unit Amount

No. reference to book of specifications) Figures

9 Providing and applying primer coat with Bitumen emulsion 9768.00 Sqmt 63.46

(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

10 Supplying and fixing reinforced concrete heavy duty 52.50 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)

11 Providing, laying 50 mm thick compacted Bituminous 988.00 MT 3733.95

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.

12 Providing & laying 25mm thick compacted Semi Dense 563.00 MT 4711.38

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.

13 Providing and laying asphalt painting on B.T. surface with 9768.00 Sqmt 46.29

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

including spreading stone dust for painting surface at rate

14 Providing and fixing ordinary Kilometer stone of precast 6.00 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 13.00 Nos. 356.50

design including lettering and painting 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

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, 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

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 sing 8.00 Nos. 5045.36

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 sing 8.00 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.

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 made 2.00 Nos. 3856.90

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)..

20 Road marking with hot applied thermoplastic paints with 625.20 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 130 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 355.00 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 10.00 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)

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 Regulatory/Mandatory signs :Providing and fixing sing 2.00 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)...

25 STOP SIGN:-Providing and fixing sing boards made out of 4.00 Nos. 4676.06

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 Excavation for foundation upto 1.5 m depth including 26.00 Cum. 254.36

sorting out and stacking of useful materials and disposing

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

27 Providing & filling in foundation with ordinary cement 4.00 Cum. 3326.71

concrete M 100 mix and providing necessary vertical pin

headers including formwork vibrating ramming & curing

28 Providing & casting in situ ordinary cement concrete M- 27.00 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

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 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.

30 Providing and fixing Guard stone as per I.R.C. type design 14.00 Nos. 350.80

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

31 Wall painting (two coats) with plastic emulsion paint of 31.50 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.

32 Dismentaling the existing structure including removing and 73.80 Cum. 932.65

stacking the dismentelled materials as and where directed.

33 Providing and laying in position FE 500/500D TMT bar 0.19 MT 73858.68

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawings for the following.(A)

Piers (B) Abutments (C) R.C.C. Returns (upto 10 ton)

34 Providing and Laying weep hole in abutment and return by 63.00 Nos. 87.07

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

grade and jointing complete etc.as per detailed

35 Providing and filter media 600mm thick as directed at the 92.00 Sqmt 1279.96

back of abutment returns & wingwall as per detailed

36 Excavation for foundation in hard murrum and boulders and 116.90 Cum. 613.08

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 .

37 Providing and filling sand below RCC raft in layers 199.20 Cum. 552.22

including ramming and dewatering etc complete.

38 Providing and casting in situ Ordinary cement concrete M- 19.50 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)

39 Providing and Casting in situ controlled Cement Concrete 55.00 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)

40 Providing and casting in situ controlled cement concrete M- 17.00 Cum. 5439.82

250 for R.C.C. solid slab including centering, scaffolding,

curing and finishing complete. (more than 10 ton)

41 Providing and casting in situ controlled cement concrete M- 16.50 Cum. 4956.84

250 for Kerb/ kerb blocks including formwork curing and

finishing, complete (more than 10 ton)

42 Providing and casting in situ controlled cement concrete M- 7.60 Cum. 5703.76

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)

43 Providing and casting in situ ordinary cement concrete M. 76.40 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

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

Quantity Unit Amount

No. reference to book of specifications) Figures

44 Providing and fixing in position IS mark steel bar 8.62 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

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

necessary iron gratings as per drawings. (more than 10 ton)

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