MMGSY 2025-26 Earthan to BT (Vanbandhu Kalyan Yojna-2) Const. of Various Roads in Uchchhal Taluka Package No. 21 Total 6 road 4.390 km. (1) Thuti village Unnati Vidhyalaya toward road Ta.Uchchhal (2) Sayaji Village Primary School to Sayaji Village Sub Center road Ta.Uchchhal (3) Karod (Navagam) Primary School to Karod-2 Aganwadi Toward road Ta.Uchchhal (4) Bhintkhurd Village Dholimar faliya to Bhintkhurd Aganwadi-03 road Ta.Uchchhal (5) Juni Kachli Primary School to Juni Kachli Aganwadi road (6) Anandpur Railway Station to Anandpur-2 Aganwadi Joining road Ta.Uchchhal.

Name of Work:- MMGSY 2025-26 Earthan to BT (Vanbandhu Kalyan Yojna-2) Const. of Various Roads in Uchchhal

Taluka Package No. 21 Total 6 road 4.390 km.[1]Const.of Thuti village Unnati Vidhyalaya toward road Ch 0/0 to 0/400

Ta. Uchchhal Dist.Tapi.[2]Const.of Sayaji Village Primary School to Sayaji Village Sub Center road Ch 0/0 to 0/550 Ta.

Uchchhal Dist.Tapi.[3]Const.of Karod (Navagam) Primary School to Karod-2 Aganwadi Toward road Ch 0/0 to 0/850 Ta.

Uchchhal Dist.Tapi.[4]Const.of Bhintkhurd Village Dholimar faliya to Bhintkhurd Aganwadi-03 road Ch 0/0 to 0/600 Ta.

Uchchhal Dist.Tapi.[5]Const.of Juni Kachli Primary School to Juni Kachli Aganwadi road Sec-I 0/0 to 0/300,Sec-II 0/0 to

0/070,Sec-III 0/0 to 0/200 Ta. Uchchhal Dist.Tapi.[6]Const.of Anandpur Railway Station to Anandpur-2 Aganwadi Joining

road Sec-I 0/0 to 0/500, Sec-II 0/0 to 0/150,Sec-III 0/0 to 0/770 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 rank 2.63 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

2 Earthwork in cuting in all sorts of soil and soft murrum 6604.22 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 dressing 2683.23 Cum. 173.67

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

4 Supplying, Stacking, Spreading & rolling of Hard Murrum on 485.00 Cum. 444.40

road side for hard side shoulder of work as per specification

including filling the mesure boxes of standard size etc.

5 Providing and laying Granular Sub Base Grade I by providing 691.00 Cum. 794.40

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.

6 Consructing of granular sub-base Gr-II by providing course 1310.00 Cum. 803.95

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.

7 Providing and laying of Wet Mix Macadam base course as per 1566.00 Cum. 911.87

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.

8 Providing and applying primer coat with Bitumen emulsion 11382.00 Sqmt 63.57

(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

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

Quantity Unit Amount

No. reference to book of specifications) Figures

9 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.

10 Providing & laying bituminious base course 37.50 mm thick 1013.00 MT 2861.25

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. complete.

11 Providing, laying 37.50mm thick compacted Bituminous 602.00 MT 3885.09

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 bituminous carpet 326.00 MT 4003.87

considering 0.66 cmt./10Smt. Stone chips for one M.ton as per

specification, using the asphalt at rate 33.60 Kg/M.ton (i.e.

3.36% by weight of total mix)(VG-30) and asphalt for tack

coat at rate 2.5 Kg/ 10sq.mt VG-30. 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

13 Providing & laying 25mm thick compacted Semi Dense 420.00 MT 4803.85

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.

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

Quantity Unit Amount

No. reference to book of specifications) Figures

14 Providing and laying seal coat with B.T. aggregate as 169.00 MT 4452.62

specified using aggregate at the rate of 0.18 Cu.mt./10 Sq. mt.

and bitumen grade VG-30 for mixing with aggregate at the rate

of 4.50 % i.e. 45.00 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

15 Providing and laying asphalt painting on B.T. surface with 13478.00 Sqmt 46.59

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

including spreading stone dust for painting surface at rate of

16 Providing and fixing ordinary Kilometer stone of precast C.C. 13.00 Nos. 1293.39

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.)

17 Providing and fixing Hectometer stone as per I.R.C. type 21.00 Nos. 356.50

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

Fixing in C.C. 1:5:10

18 MMGSY Logo Board:- Providing and fixing MMGSY Logo 6.00 Nos. 5050.00

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.

19 Village name/ Bump Ahed sign :-Providing and fixing sing 10.00 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

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

Quantity Unit Amount

No. reference to book of specifications) Figures

20 Direction sign (Junction board):-Providing and fixing sing 10.00 Nos. 14831.71

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.

21 Informatory Signs :-Providing and fixing sing boards made out 6.00 Nos. 3856.90

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)..

22 Road marking with hot applied thermoplastic paints with 981.20 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

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.

23 Supplying and fixing cat eye (Stimsonite) made out from 402.00 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)

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

Quantity Unit Amount

No. reference to book of specifications) Figures

24 Cautionary Warning Sign :-Providing and fixing sing boards 32.00 Nos. 3808.66

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.

25 STOP SIGN:-Providing and fixing sing boards made out of 3.00 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 Dismentaling the existing structure including removing and 60.00 Cum. 932.65

stacking the dismentelled materials as and where directed. (A)

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