Const of Gadad village saymal toward road (Ch. 0/0 to 1/500 ) Taluka. Ahwa, Dist. Dang.

Name of Work:-TSP 2025-26. Const of Gadad village saymal toward road (Ch. 0/0 to 1/500 ) Taluka.

Ahwa, Dist. Dang.

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

It. Description of Item (with brief Specification Rate In

Quantity Unit Amount

No. and reference to book of specifications) Figures

1 Clearing and grubbing road land including uprooting 0.48 Hect 34889.38

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(D) By

mechanical means in area of thorny jungle

2 Earthwork in cutting in all sorts of soil and soft 1080.00 Cum. 112.02

murrum including conveying and putting the stuff in

spoil bank maintaining minimum distance of five

meter between top edge and cutting and toe of spoil

3 Scarifying gravelled macadam or bitumen macadam 900.00 Sqmt 43.77

surface 6 cm to 10 cm.depth including stacking useful

materials on road side and disposing off remaining

4 Earthwork for embankment including breaking clods, 1045.33 Cum. 182.14

dressing with all lead and lift and including watering

rolling and consolidation of subgrade in layers at

O.M.C. to required dry density including filling the

depression which occur during the process using

power roller 8T to 10T.(E) From Borrow area within

5 Supplying and fixing reinforced concrete heavy duty 22.50 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.

6 Supplying, Stacking, Spreading & rolling of Hard 144.00 Cum. 849.61

Murrum on road side for hard side shoulder of work as

per specification including filling the mesure boxes of

standard size etc. complete.

7 Construction of granular sub-base by providing coarse 702.00 Cum. 1337.28

graded material grading-II, spreading in uniform layers

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, complete as per clause 401.B

8 Construction of Granular Sub Base by providing coarse 432.00 Cum. 1391.29

graded machine crushed B. T. material satisfying MOST

Specification of Grading - I using 53 mm to 26.5 mm @

30% (M.C. Metal), 26.5 mm to 4.75 mm @ 60%

(M.C.Metal), 2.36 mm below @ 10% (Stone Dust)

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 with C.B.R. > 30%

9 Providing, laying, spreading and compacting graded 613.00 Cum. 1146.73

stone aggregate to Wet Mix Macadam specification

including premixing the Material with water at OMC in

mechanical mix plant carriage of mixed Material by

tipper to site, laying in uniform layers with paver in

sub- base / base course on well prepared surface and

compacting with vibratory roller to achieve the desired

10 Providing and applying evenly Priming coat with 3728.00 Sqmt 68.84

emulsion asphalt at the rate of 7.50 Kg/ 10 Sq.m on

road surface using emulsion SS-1 (Himcol Made)

pressure spreayer etc. complete including the cost of

11 Providing and laying bituminous base course 37.5mm 280.00 MT 2122.71

thick compacted in one layer with tack coat of

Emulsion RS1 at the rate of 2.5 Kg / 10 Sqmt. and using

B.T. stone aggregate or required gradation and asphalt

(VG-30) grade for mixing @ 1.99 % by weight of total

mix for mixing including heating the aggregate and

asphalt by drum mix plant and spreading the same by

paver finisher and consolidation with vibratory roller

including providing all meterials, equipments, tools

and plants, oil, kerosene, fire wood, labour chrges etc.

12 Providing laying & rolling of 25 mm thick Open 196.00 MT 2861.30

graded Premix bituminous carpet with B.T. aggregate

as specified and using Emulsion RS1 for tack coat at

the rate of 2.5 kg/10 sq.mt. and using bitumen grade

VG-30 for Mixing with aggregate at the rate of 3.36 %

i.e. 33.60 kg / M.T. of total mix including heating and

mixing in drum mix plant transporting and spreading

the same with paver finisher and consolidation with

vibratory roller including necessary fire wood , oil

lubricant , labour charges etc. using contractor's own

drum mix plant and equipment ,tool etc .complete in

accordance with the requirement of specification.

13 Providing and laying seal coat with B.T. aggregate 101.00 MT 3213.52

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 4.5 % i.e. 45.00 Kg. / M.T.

of total mix including heating and mixing in drum mix

plant and transporting and spreading the same by

paver finisher and consolidation with vibratory roller

including necessary fire wood , oil , lubricant , labour

charges using contractor's own drum mix plant,

machineries and equipment tools etc. complete in

accordance with the requirement of specification .

14 Providing and laying asphalt painting on B.T. surface 3727.50 Sqmt 33.25

with bitumen VG-30 at rate 5.00Kg / 10Sq.mt.

including spreading stone dust for painting surface at

rate of 0.03 cu.mt. / 10 sq.mt.

15 Providing and fixing ordinary Kilometer stone of 2.00 Nos. 704.33

precast C.C. 1:2:4 including necessary reinforcement

as per I.R.C. type design in C.C. 1:4:8 including

painting,lettering etc. complete (For O.D.R and V.R.)

16 Providing and fixing Hectometer as per I.R.C. type 5.00 Nos. 356.50

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

Fixing in C.C. 1:5:10

17 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 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)...

18 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

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

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

x5mm 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)...

20 Excavation for foundation upto 1.5 m depth including 211.00 Cum. 266.77

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter

lead.(B) Dense or Hard soil

21 Providing and filling in foundation with ordinary 21.10 Cum. 3362.25

Cement concrete M-100 mix and providing necessary

vertical pin headers including formwork, vibrating,

ramming and curing complete.

22 Providing & casting in situ ordinary cement concrete M- 188.00 Cum. 3732.29

150 mix and providing necessary pin headers including

shuttering, scaffolding, laying, vibrating, curing and

finishing complete without V-Groves.(A) Height from

23 Providing and laying - Fitter Media 600mm thick 140.00 Sqmt 1342.40

directed at the back of abutments, returns and wing

walls as per detailed specifications

24 Providing and fixing in position ISI mark TMT (Fe-500) 2.11 MT 73858.69

bar for temperature reinforcement for mass concrete

pier/abutment returns including cutting bending and

tying as required complete

25 Providing weep holes in abutment, returns using 100 140.00 Nos. 91.32

mm. dia A.C. pipe with C.I. grating including cutting,

placing the pipe in required slope and position as

directed etc. complete. (As per detailed specification)

26 Earth work for embankment including breaking clods 240.00 Cum. 163.95

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%

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.

Deputy Executive Engineer Executive Engineer

Panchayat ( R & B) Sub Division Panchayat (R & B) Division

Signature of the contractor