Construction of (E to BT) Various Roads in Ahwa Taluka Package No. 01 Total 5 road 4.250 km. (1) Construction of Road from Borkhet Village to smashan , Taluka. Ahwa, Dist. Dang. (2) Construction of Chankhal gam road, Taluka. Ahwa, Dist. Dang. (3) Construction of Road from Harpada Village Main Road to Khetar Road , Taluka. Ahwa, Dist. Dang. (4) Construction of Road from Hanvantchod Kanubhai jagubhai na ghar thi Bhupeshbhai Lakshmanbhai na ghar, Taluka. Ahwa, (5) Construction of Road Towards Pimpri High School , Taluka. Ahwa, Dist. Dang.

Name of Work:-SRR 2025-26 (96-4575-03-796- Sr.No 6) Construction of (E to BT) Various Roads in Ahwa Taluka Package No. 01 Total

road 4.250 km. [1]Constructon of Road from Borkhet Village to smashan , Taluka. Ahwa, Dist. Dang. [2]Constructon of Chankhal gam

road, Taluka. Ahwa, Dist. Dang[3]Constructon of Road from Harpada Village Main Road to Khetar Road , Taluka. Ahwa, Dist.

Dang[4]Constructon of Road from Hanvantchod Kanubhai jagubhai na ghar thi Bhupeshbhai Lakshmanbhai na ghar , Taluka.

Ahwa,[5]Constructon of Road Towards Pimpri High School , 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 2.42 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 3789.00 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 Earthwork for embankment including breaking clods, 2271.83 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 3.0KM.

4 Supplying and fixing reinforced concrete heavy duty 110.00 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.

5 Supplying, Stacking, Spreading & rolling of Hard 552.00 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.

6 Construction of granular sub-base by providing coarse 1996.00 Cum. 948.40

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 1934.90 Cum. 1004.34

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 2377.00 Cum. 1055.43

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 16976.00 Sqmt 62.75

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 & laying 37.50 mm. thick compacted 1059.00 MT 2705.00

Bituminous Macadam with using RS1 Emulsion for tack

coat at 2.50 Kg / 10 Sq.Mt. using stone aggregate as

per gradation and aspahlt grade VG-30 at 3.40 % by

weight of total mix hot laid process with drum mix

plant including consolidation with vibrating roller

including operating plant and machinery cost of

asphalt, fuel, oil, lubricant and labour charges etc.

11 Providing & laying 50 mm. thick compacted Bituminous 448.00 MT 2623.19

Macadam with using RS1 Emulsion for tack coat at

2.50 Kg / 10 Sq.Mt. using stone aggregate as per

gradation and aspahlt grade VG-30 at 3.40 % by weight

of total mix hot laid process with drum mix plant

including consolidation with vibrating roller including

operating plant and machinery cost of asphalt, fuel,

oil, lubricant and labour charges etc. complete.

12 Providing & laying 25 mm. thick SDBC using B.T. stone 856.00 MT 3170.99

chips as per MORTH gradation and specification with

asphalt VG-30 at the rate of 50.00 kg. / M.Tone of total

wt. for mix i.e. (5.00 % ) by weight of total mix of

bitumen including mixing aggregates & asphalt by

continuous batching drum mix plant & spreading the

same by paver finisher including rolling & consolidation

with 10 - 12 tonnes vibratory roller & providing tools

plants, fire wood, oil, kerosene, labour charges using

contractor's own machineries etc. complete.

13 Providing and laying seal coat with B.T. aggregate 56.00 Sqmt 3129.68

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 16902.69 Sqmt 30.99

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 8.00 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 17.00 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 5.00 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 MMGSY Logo Board:- Providing and fixing MMGSY 5.00 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.

19 Village name/ Bump Ahed sign :-Providing and fixing 5.00 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)...

20 Direction sign (Junction board):-Providing and fixing 10.00 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)...

21 Excavation for foundation upto 1.5 m depth including 132.90 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

22 Providing and filling in foundation with ordinary 14.10 Cum. 3362.25

Cement concrete M-100 mix and providing necessary

vertical pin headers including formwork, vibrating,

ramming and curing complete.

23 Providing & filling in foundation with ordinary cement 119.10 Cum. 3732.29

concrete M 150 mix and providing necessary vertical

pin headers including formwork vibrating ramming &

curing complete.

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 Executive Engineer

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

Signature of the contractor