Reti Kankar 2025-26 Const.of Box Culvert on Gavan village Sag faliya to main highway to School toward road Ta.Uchchhal Dist.Tapi.

Name of Work:- રેતી કંકર યોજના 2025-26 Const.of Box Culvert on Gavan village Sag faliya to main highway

to School toward road 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 Dismentaling the existing structure including removing 94.00 Cum. 932.65

and stacking the dismentelled materials as and where

directed. (A) R.C.C. work

2 Excavation in hard rock by dry-wet blasting and chiselling 335.40 Cum. 1681.07

including dewatering preparing foundation base by proper

benching and stepping and disposing of the excavated

stuff as directed.(B) prohibited Blasting. Work

3 Providing and casting in situ Ordinary cement concrete M- 52.40 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)

4 Providing and Casting in situ controlled Cement Concrete 201.40 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)

5 Providing and casting in situ controlled cement concrete 75.40 Cum. 5439.82

M-250 for R.C.C. solid slab including centering,

scaffolding, curing and finishing complete. (more than

6 Providing and casting in situ controlled cement concrete 31.30 Cum. 4956.84

M-250 for Kerb/ kerb blocks including formwork curing

and finishing, complete (more than 10 ton)

7 Providing and casting in situ controlled cement concrete 20.60 Cum. 5386.58

M-250 for average 100 mm thick wearing coat laid as

directed dincluding tamping, vibrating, finishing, curing

and fillingin joints with bitumen complete (more than

8 Providing and casting in situ ordinary cement concrete M. 193.80 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

9 Providing and fixing in position IS mark steel bar 26.14 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

10 Provding P.V.C. 100 mm diameter water spouts including 24.00 Nos. 159.37

necessary iron gratings as per drawings. (more than

11 Providing & laying weep hole in Aburtments, and returns 93.00 Nos. 87.07

by using A.C. pipe of 100mm including laying in proper

grede and jointing the completed as per detailed

12 Providing and laying - Fitter Media 600mm thick directed 99.00 Sqmt 1279.96

at the back of abutments, returns and wing walls as per

detailed specifications. (more than 10 ton)

13 Providing and fixing Guard stone as per I.R.C. type 38.00 Nos. 350.80

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

14 Providing and filling sand behind abutments and between 335.40 Cum. 552.22

returns in layers as directed

15 Wall painting (two coats) with plastic emulsion paint of 129.30 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.

16 Clearing and grubbing road land including uprooting rank 0.06 Hect 28455.17

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.

17 Earthwork in cuting in all sorts of soil and soft murrum 63.00 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.

18 Earth work for embankment including breaking clods 1600.00 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%

19 Supplying, Stacking, Spreading & rolling of Hard Murrum 18.00 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.

20 Providing and laying Granular Sub Base Grade I by 75.00 Cum. 970.61

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

21 Consructing of granular sub-base Gr-II by providing 113.00 Cum. 922.13

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.

22 Providing and laying of Wet Mix Macadam base course as 113.00 Cum. 1076.66

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.

23 Providing and applying primer coat with Bitumen emulsion 750.00 Sqmt 41.61

(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

24 Providing & laying bituminious base course 37.50 mm 57.00 MT 2217.96

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.

25 Providing, laying 25mm thick compacted bituminous 40.00 MT 2882.54

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.

26 Providing and laying seal coat with B.T. aggregate as 21.00 MT 3106.76

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.

27 Providing and laying asphalt painting on B.T. surface with 750.00 Sqmt 30.21

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

including spreading stone dust for painting surface at rate

28 Informatory Signs :-Providing and fixing sing boards made 1.00 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)..

29 Road marking with hot applied thermoplastic paints with 25.00 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.

30 Supplying and fixing cat eye (Stimsonite) made out from 17.00 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 bituminous adhesive 100g.

with each unit for fixing. (High Intensity grade)

31 Supplying and fixing reinforced concrete heavy duty 20.00 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)

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