Reti Kankar 2025-26 Const. of Various Roads in Vyara Taluka Total 2 road 1.550 km. 1. Chichbardi village Ashramshala joining road Ch 0/0 to 0/650 Ta.Vyara 2. Bedkuva village main riad to Dungari faliya to Kalavyara toward road Ch 0/0 to 0/900 Ta.Vyara.

Name of Work:- રેતી કંકર યોજના 2025-26 Const. of Various Roads in Vyara Taluka Package No.___ Total

2 road 1.550 km. [1]Const.of Chichbardi village Ashramshala joining road Ch 0/0 to 0/650 Ta.Vyara

Dist.Tapi. [2] Const.of Bedkuva village main riad to Dungari faliya to Kalavyara toward road Ch 0/0 to

: : 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 0.47 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 894.60 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 1762.00 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 Supplying, Stacking, Spreading & rolling of Hard Murrum 186.00 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.

5 Providing and laying Granular Sub Base Grade I by 826.00 Cum. 734.39

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

6 Consructing of granular sub-base Gr-II by providing 998.60 Cum. 691.31

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.

7 Providing and laying of Wet Mix Macadam base course 903.00 Cum. 840.73

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.

8 Providing and applying primer coat with Bitumen 5549.00 Sqmt 41.51

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

9 Providing & laying bituminious base course 37.50 mm 417.00 MT 2040.52

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. complete.

10 Providing, laying 25mm thick compacted bituminous 292.00 MT 2704.70

carpet considering 0.66 cmt./10Smt. Stone chips for one

M.ton as per specification, using the asphalt at rate

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 150.00 MT 2929.94

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 specification.

12 Providing and laying asphalt painting on B.T. surface with 5549.00 Sqmt 29.67

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.

13 Providing and fixing ordinary Kilometer stone of precast 4.00 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.)

14 Providing and fixing Hectometer stone as per I.R.C. type 7.00 Nos. 356.50

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

Fixing in C.C. 1:5:10

15 Village name/ Bump Ahed sign :-Providing and fixing sing 4.00 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

16 Direction sign (Junction board):-Providing and fixing sing 2.00 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.

17 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 Grade(VR)..

18 Road marking with hot applied thermoplastic paints with 346.00 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.

19 Supplying and fixing cat eye (Stimsonite) made out from 124.00 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)

20 Cautionary Warning Sign :-Providing and fixing sing 10.00 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.

21 Supplying and fixing reinforced concrete heavy duty non- 37.50 rmt 1968.38

pressure 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.(v)

600mm dia. (more than 10 ton)

22 Excavation for foundation up to 1.5m depth including 160.55 Cum. 254.36

sorting out and stacking of useful material and disposing

off the excavated stuff as directed by Engineer in charge

with all lead and lift in (2) Dense or hard Soil.

23 Providing & filling in foundation with ordinary cement 12.00 Cum. 3326.71

concrete M 100 mix and providing necessary vertical pin

headers including formwork vibrating ramming & curing

24 Providing & casting in situ ordinary cement concrete M- 42.60 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

25 Supplying fixing & joining reinforced concret heavy duty 22.50 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.

26 Providing and fixing Guard stone as per I.R.C. type 12.00 Nos. 350.80

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

27 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

28 Wall painting (two coats) with plastic emulsion paint of 48.80 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.

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