Reti Kankar 2025-26 Const. of Various Roads in Valod Taluka Total 3 road 2.760 km. (1) Bituminious road from takli magatariya faliya to degamatokar faliya vedchhi 3rd mile joining road at Village Degama (2) Bituminious road from Vedchhi main road to Hanumanji mandir towards Ambach. (3) Bituminious road near Rameshbhai Shankarbhai Koknis home to primary school Chora faliya Towards Hanuman Mandir Road at Village Golan.

Name of Work:- રેતી કંકર યોજના 2025-26 Const. of Various Roads in Valod Taluka Package No.___ Total 3 road

2.760 km. [1] Constrction of Bituminious road from takli magatariya faliya to degamatokar faliya vedchhi 3rd

mile joining road at Village Degama Ta-valod Dist-Tapi[2]Constrction of Bituminious road from Vedchhi main

road to Hanumanji mandir towards ambach Ta-valod Dist-Tapi.[3]Constrction of Bituminious road near

Rameshbhai Shankarbhai Kokni's home to primary school Chora faliya Towards Hanuman Mandir Road at

Village Golan Ta-valod 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 0.83 Hect 28455.08

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 1738.80 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 11308.64 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 Supplying, Stacking, Spreading & rolling of Hard 497.00 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.

5 Providing and laying Granular Sub Base Grade I by 399.00 Cum. 836.95

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.

6 Consructing of granular sub-base Gr-II by providing 396.20 Cum. 790.28

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 1413.00 Cum. 954.86

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.

8 Providing and applying primer coat with Bitumen 8586.00 Sqmt 41.92

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 37.50 646.00 MT 2114.22

mm thick compacted in Single layer asphalt VG-30

grade at 1.99 % by weight of mix for mixing and

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.

10 Providing, laying 25mm thick compacted bituminous 452.00 MT 2792.98

carpet 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 requirement.

11 Providing and laying seal coat with B.T. 234.00 MT 3024.32

aggregate as 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.

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 8586.00 Sqmt 30.50

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.

13 Providing and fixing ordinary Kilometer stone of 7.00 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 M.D.R.)

14 Village name/ Bump Ahed sign :-Providing and fixing 6.00 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..

15 Direction sign (Junction board):-Providing and fixing 6.00 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.

16 Informatory Signs :-Providing and fixing sing boards 3.00 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

17 Road marking with hot applied thermoplastic paints 580.80 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

18 Supplying and fixing cat eye (Stimsonite) made out 330.00 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)

19 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.

20 Supplying and fixing reinforced concrete heavy duty 67.50 rmt 1968.38

non-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)

21 Excavation for foundation up to 1.5m depth including 75.20 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

22 Providing & filling in foundation with ordinary cement 9.40 Cum. 3326.71

concrete M 100 mix and providing necessary vertical

pin headers including formwork vibrating ramming &

curing complete.

23 Providing & casting in situ ordinary cement concrete 71.90 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.

24 Supplying fixing & joining reinforced concret heavy 15.00 rmt 3469.26

duty 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

25 Providing and fixing Guard stone as per I.R.C. type 20.00 Nos. 350.80

design including white washing etc. complete (II)

Fixing in C.C. 1:5:10

26 Providing and fixing 20cm x 15cm x 2.5cm thick year 2.00 Nos. 279.69

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

Finishing and engraving letters, etc. complete

27 Wall painting (two coats) with plastic emulsion paint 89.20 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

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