MMGSY 2025-26 (96-5054-04-796-02 SR 12) Construction of Kakarda village main road to Chikar faliya towards Road km 0/0 To 2/600 Taluka. Waghai, Dist. Dang.

Name of Work:-MMGSY 2025-26 (96-5054-04-796-02 SR 12) Construction of Kakarda village main

road to Chikar faliya towards Road . km 0/0 To 2/600 Taluka. Waghai, 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 0.78 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 murrum 2340.00 Cum. 112.02

including conveying and putting the stuff in spoil bank

maintaining minimum distance of five meter between

top edge and cutting and toe of spoil bank.

3 Supplying and fixing reinforced concrete heavy duty 30.00 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.

4 Earthwork for embankment including breaking clods, 2687.43 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, Stacking, Spreading & rolling of Hard 312.00 Cum. 683.37

Murrum on road side for hard side shoulder of work as

per specification including filling the mesure boxes of

standard size etc. complete.

6 Construction of granular sub-base by providing coarse 1220.60 Cum. 809.26

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

7 Construction of Granular Sub Base by providing coarse 1165.80 Cum. 863.26

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%

8 Providing, laying, spreading and compacting graded 1596.90 Cum. 950.15

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

9 Providing and applying evenly Priming coat with 9866.00 Sqmt 59.11

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

10 Providing and laying bituminous base course 37.5mm 740.00 MT 2958.30

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.

11 Providing laying & rolling of 25 mm thick Open graded 518.00 MT 3958.54

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.

12 Providing and laying seal coat with B.T. aggregate 355.20 MT 4443.81

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 .

13 Providing and laying asphalt painting on B.T. surface 9866.00 Sqmt 46.75

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.

14 Providing and fixing ordinary Kilometer stone of 3.00 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.)

15 Providing and fixing Hectometer as per I.R.C. type 10.00 Nos. 356.50

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

Fixing in C.C. 1:5:10

16 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)...

17 MMGSY Logo Board:- Providing and fixing MMGSY 1.00 Nos. 4545.00

Logo Board made out of 2mm aluminium sheet, as per

the drawing & design. Pre treated with phospheting

process and acid etching coated with one coat of

epoxy primer and two coat of best quality epoxy paint,

refloctrorized with retro reflective sheeting as per the

latest M.O.S.T. specification, 3.1 Mt. long stand post

and frame fabricated from suitable size iron angle of

35 x 35 x 3 mm, 75 x 75 x 6 mm as required painted

with best quality epoxy coatings in black and white

bends. The details of symbol 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 60 cms

for each leg, including excavation curing etc. complete

under the supervision of Engineer-In-Charge

(A)Engineering grade.

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

sing boards made out of 2mm aluminium sheet; size

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)...

19 Excavation for foundation upto 1.5 m depth including 92.00 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

20 Providing and filling in foundation with ordinary 10.10 Cum. 3362.25

Cement concrete M-100 mix and providing necessary

vertical pin headers including formwork, vibrating,

ramming and curing complete.

21 Providing & casting in situ ordinary cement concrete M- 87.50 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

22 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

23 Providing and fixing guard stone as per I.R.C. type 22.00 Nos. 350.80

design including white washing etc. complete.(ii) Fixing

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

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

and engraving letters etc. complete.

25 White washing with lime on wall surface (two coats) to 83.64 Sqmt 13.34

give an even shade including thoroughly booming the

surface to remove all dirt, dust; mortar drops and

other foreign matter.

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