Const. of Tarkani Village Koldhi Vaas Athni Amba to Naher road Ch 0/0 to 0/400 Ta: Mahuva Dist: Surat.

Name of Work:- "મુખ્યમંત્રી આદિમજૂ થ સંર્વાગી ઉત્કર્ા યોજનવ" ર્ર્ા ૨૦૨૫-૨૬ Const. of Tarkani Village

Koldhi Vaas Athni Amba to Naher road Ch 0/0 to 0/400 Ta: Mahuva Dist: Surat.

: : 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 0.12 Hect 28455.09

uprooting trunk vegetation, grass bushes,

shrubs, saplings and tree 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 Earth work in cutting in all sorts of soil and soft 64.80 Cum. 134.63

murrum including conveying and spreading the

stuff embankment as and where directed within

200 meter from the end of cutting with all

required lead and lift.

3 Earth work for embankment including breaking 11.91 Cum. 177.91

clods 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

4 Scarifying gravelled macadam or bitumen 1035.00 Cum. 42.76

macadam surface 6 cm to 10 cm.depth

including stacking useful materials on road side

and disposing off remaining stuff.

5 Supplying, Stacking, Spreading & rolling of GSB- 96.00 Cum. 891.83

II on road side for hard side shoulder of work as

per specification including filling the mesure

boxes of standard size etc. complete.

6 Providing and laying Granular Sub Base Grade I 64.00 Cum. 942.33

by 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.

7 Consructing of granular sub-base Gr-II by 52.80 Cum. 891.83

providing 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.

8 Providing and laying speading and compacting 213.00 Cum. 1033.23

graded stone aggregate to Wet Mix

Macadam(WMM) in single layer as per

specification and drawing including premixing

the Material with water at OMC in mechanical

mix plant carriage by tipper to site,laying in

unifrom layer in sub-base/base course on well

prepare surface and compacting with vibrator

rollar to achive the desired density as per

MORTH fifth revision clause-406.

9 Providing and Applying Primer coat with 1295.00 Sqmt 44.74

Bitumen 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

10 Excavation for foundation upto 1.5 m depth 12.00 Cum. 260.57

including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(B) Dense or Hard soil.

11 Providing & filling in foundation with ordinary 1.00 Cum. 3325.30

cement concrete M 100 mix and providing

necessary vertical pin headers including

formwork vibrating ramming & curing complete.

12 Supplying fixing & joining reinforced concret 10.00 rmt 1968.38

heavy 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 600mm dia.

13 Providing & laying bituminious base course 107.00 MT 2343.20

37.50 mm thick compacted in Single layer

asphalt VG-30 grade at 1.99 % by weight of mix

for mixing and 4.0 kg/10 smt RS-I 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.

14 Providing, laying 25mm thick compacted 75.00 MT 2926.98

bituminous 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.

15 Providing and laying seal coat with B.T. 39.00 MT 3283.51

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. 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

16 Providing and laying asphalt painting on B.T. 1422.00 Sqmt 32.80

surface 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

17 Providing and fixing ordinary Kilometer stone of 2.00 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.)

18 Providing and fixing Hectometer stone as per 2.00 Nos. 356.50

I.R.C. type design including lettering and

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

19 Village name/ Bump Ahed sign :-Providing and 2.00 Nos. 5045.36

fixing 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(VR)

20 Direction sign (Junction board):-Providing and 2.00 Nos. 14831.71

fixing sing boards made out of 2mm aluminium

sheet; size 244 x 122cms. 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(VR)

21 Informatory Signs :-Providing and fixing sing 1.00 Nos. 3856.90

boards made out of 2mm aluminium sheet; size

80 x 60cms. rectangle as per the design of IRC-

67-1977 pre treated with 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)...

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

*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.

Deputy Executive Engineer

Signature of the contractor Panchayat (R & B ) Sub Division,