Mukhyamantri Adimjuth Sarvangi Utkarsh Scheme 2024-25. Const. of Sadadvel Village Kotvaliya Faliya road Sec-I 0/0 to 0/185, Sec-II 0/0 to 1/120 Ta.Songadh Dist.Tapi.

Name of Work:-.Mukhyamantri Adimjuth Sarvangi Utkarsh Scheme 2024-25 Const.of Sadadvel Village Kotvaliya

Faliya road Sec-I 0/0 to 0/185, Sec-II 0/0 to 1/120 Ta.Songadh 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 0.39 Hect 28455.10

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 murrum 822.15 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 1003.61 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 Scarifying gravelled macadam or bitumen macadam 1290.00 Sqmt 41.74

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 Hard 157.00 Cum. 373.70

Murrum 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 by 346.00 Cum. 652.46

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

7 Consructing of granular sub-base Gr-II by providing 528.80 Cum. 602.97

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 of Wet Mix Macadam base course 582.00 Cum. 748.41

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

9 Providing and applying primer coat with Bitumen 2668.00 Sqmt 39.49

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 Providing & laying bituminious base course 37.5 mm 297.00 MT 2100.80

thick compacted in single layer asphalt VG-30 grade at

1.99 % by weight of mix for mixing and asphalt VG-30

for tack coat @ 2.5 kg/10 smt 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.

11 Providing, laying 25mm thick compacted bituminous 208.00 MT 2841.13

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

12 Providing and laying seal coat with B.T. aggregate 107.00 MT 3100.70

as specified using aggregate at the rate of

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.

13 Providing and laying asphalt painting on B.T. surface 3958.00 Sqmt 31.95

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.

14 Providing and fixing ordinary Kilometer stone of precast 3.00 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.)

15 Providing and fixing Hectometer stone as per I.R.C. type 6.00 Nos. 356.50

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

Fixing in C.C. 1:5:10

16 Village name/ Bump Ahed sign :-Providing and fixing 2.00 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..

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

sing boards made out of 2mm aluminium sheet; size

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.

18 Informatory Signs :-Providing and fixing sing boards 1.00 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

19 Road marking with hot applied thermoplastic paints with 280.20 Sqmt 367.72

reflectorising glass beads on bitumin surface providing

and laying a hot applied thermoplastic compound

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

20 Supplying and fixing cat eye (Stimsonite) made out from 177.00 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)

21 Cautionary Warning Sign :-Providing and fixing sing 8.00 Nos. 3808.66

boards made out of 2mm aluminium sheet; size 90 x

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.

22 Supplying and fixing reinforced concrete heavy duty 15.00 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) 600mm dia.

23 Excavation for foundation upto 1.5 mt. depth 228.00 Cum. 254.36

including sorting out and stacking of useful

materials and disposing of the excavated stuff by

Engineer in charge with all lead and lift in. (2) Dense or

24 Providing and filling in foundation with ordinary cement 20.70 Cum. 3326.71

concrete M-100 mix and providing necessary vertical

pin header sbincluding form work vibrating ramming

and curing completed.

25 Providing & casting in situ ordinary cement concrete M- 96.10 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

26 Supplying and fixing reinforced concrete heavy duty 15.00 rmt 3469.26

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) 900mm dia. (more than 10 ton)

27 Supplying and fixing reinforced concrete heavy duty 22.50 rmt 5560.01

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) 1200mm dia. (more than 10 ton)

28 Providing & fixing guard stone as per I.R.C. type design 30.00 Nos. 350.80

including white washing etc.

29 Providing and fixing 20cm x 15cm x 2.5cm thick year 3.00 Nos. 279.69

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

and engraving letters, etc. complete

30 Wall painting (two coats) with plastic emulsion paint of 129.80 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