Mukhyamantri Border Village Sarvangi Utkarsh Scheme 2025-26 Const.of Antruli Village Dabre Godhli Antruli main road joining road Ch 0/0 to 1/200 Ta.Nizar Dist.Tapi.

Name of Work:- મુ યમં ી બોડર િવલેજ સવાગી ઉ કષ યોજના ૨૦૨૫ – ૨૬. Const.of Antruli Village Dabre Godhli Antruli

main road joining road Ch 0/0 to 1/200 Ta.Nizar Dist.Tapi.

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

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

Quantity Unit Amount

No. book of specifications) Figures

1 Clearing and grubbing road land including uprooting rank vegetation grass 0.72 Hect 28455.08

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 conveying 604.80 Cum. 130.94

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 with all lead & 1179.67 Cum. 173.67

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 for 72.00 Cum. 444.40

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 graded 473.00 Cum. 1329.16

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. 438.00 Cum. 1280.68

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 MORTH 602.00 Cum. 1447.33

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 (SS-I) on 3651.00 Sqmt 44.54

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

9 Providing & laying bituminious base course 37.50 mm thick compacted in 274.00 MT 2457.33

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.

10 Providing, laying 25mm thick compacted bituminous carpet considering 0.66 192.00 MT 3203.72

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 requirement.

11 Providing and laying seal coat with B.T. aggregate as specified using 99.00 MT 3463.29

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 specification.

12 Providing and laying asphalt painting on B.T. surface with bitumen VG-30 at 3651.00 Sqmt 33.67

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.

13 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including 3.00 Nos. 1293.39

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.)

14 Providing and fixing Hectometer stone as per I.R.C. type design including 5.00 Nos. 356.50

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

15 Village name/ Bump Ahed sign :-Providing and fixing sing boards made out 2.00 Nos. 5045.36

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

16 Direction sign (Junction board):-Providing and fixing sing boards made out of 2.00 Nos. 14831.71

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.

17 Informatory Signs :-Providing and fixing sing boards made out of 2mm 1.00 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)..

18 Road marking with hot applied thermoplastic paints with reflectorising glass 9.60 Sqmt 367.72

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.

19 Supplying and fixing cat eye (Stimsonite) made out from Acrilo beautile 8.00 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 grade)

20 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2.00 Nos. 3808.66

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.

21 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 7.50 rmt 1968.38

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.(v) 600mm dia. (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