PMAAY-2024-25 Bitumen Road from Main Road to Makanzar via Vineshbhai House at Village Lakhgaam ch.0/0 to 1/8 km (W/S 0/0 to 0/250) Ta:-Mandvi, Dist:-Surat (10th time)

Name of Work:-PMAAY-2024-25 Bitumen Road from Main Road to Makanzar via

Vineshbhai House at Village Lakhgaam ch.0/0 to 1/8 km (W/S 0/0 to 0/250) Ta:-Mandvi,

: : 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 0.07 Hect 28455.14

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 Earthwork for embankment including breaking 85.00 Cum. 160.13

clods, 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.(A) From Borrow pits within land width

(more than 10 ton)

3 Earth work in cutting in all sorts of soil and soft 128.00 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.

4 Supplying Stacking & Spreding Hard Murrum 23.00 Cum. 568.63

Below Sub Base of Work as Per Specification, (

Including , Spreding Watering & Consolidation)

With Vibratory Roller Excceding 80KN and Not

xcceding 120 KN etc Complete..

5 Construction of Granular sub-base 150 mm 124.00 Cum. 691.85

thick by providing coasre graded machine

crushed B.T. material satisfying MOST

specification of grading I (B.T. stone aggregate

% and 2.36 mm below - 20 % )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

6 Providing, laying, Spreading and Compacting 83.00 Cum. 963.54

stone aggregate 45 mm to 90 mm size to WBM

Grade I Single layer 100 mm thick in required

layer including spreading in uniform thickness

hand packing rolling with vibratory roller 8 to

tonnes to proper grade and camber applying and

broomimg rerusite type of screening binding

filler materials to fill up the interstices of course

aggregate wearing and compacting to the

required density Grading I using screening Type

B (13.2 mm stone aggregate) etc. complete.

7 Providing & laying spreading and compacting 120.00 Cum. 1129.18

stone aggregate 45 mm to 63 mm size to W.B.M.

grade II 150 mm thick (75 mm + 75 mm)

including spreading in uniform thickness, hand

packing, rolling with vibratory roller 8 to

tonnes to proper grade and camber, applying and

brooming requisite type of screening/ binding/

filler materials to fill up the interstices of coarse

aggregate, watering and compacting to the

required density. Grading II using screening type

A ( 13.2 mm stone aggregate)

8 Providing and applying priming coat with 780.00 Sqmt 61.33

emulsion grade SS1 at the rate of 7.50 kg/

Sq.mt. including cost of asphalt and preparing

the surface heating, and applying etc. complete.

9 Providing and laying Bituminous Base course 60.80 MT 2172.51

37.5 mm thick compacted with tack coat of

Emulsion RS-1 at the rate of 4.0 Kg./10Sqmt.

and using B.T. stone aggregates of required

gradation and bitumen VG-30 grade for mixing

@ 1.99 % by weight of total mix 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 materials, equipments, tools and

plants, oil, kerosene, fire wood, labour charges

10 Providing & laying of 25 mm thick open graded 43.00 MT 2829.01

premix bituminous carpet with B.T. aggregate as

specified and using Emulsion RS-1 for tack coat

at 2.5 Kg./10Sq.mt. with mechanical sprayer

including heating and for mixing with aggregate

at the rate 3.36 % i.e.33.60 Kg/M.T. of total mix

including heating the aggregate and asphalt (VG-

30 Grade) by drum mix plant and spreading the

same by paver finisher and consolidation with

vibratory roller including providing all materials,

equipments, tools and plants, oil, kerosene, fire

wood, labour charges etc. complete

11 Providing & laying Seal coat with B.T aggregate 22.00 MT 3051.21

as specified using aggregate at the rate of

cumt/10sqmt & bitumen (VG-30 Grade) for

mixing aggregate at the rate of 4.50% i.e.

Kg/MT of total mix for binder including heating

and mixing in hot drum mix plant and

transporting and spreading the same by paver

finisher and consolidation with vibratory roller

including necessary firewood,oil,lubricant,labour

charges etc using contractor's own drum mix

plant machinaries & equipment,tools etc

complete in accodance with the requirement of

12 Providing and laying Asphalt painting on B.T. 810.00 Sqmt 29.18

surface 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.

13 Excavation for foundation up to 1.50 mt depth 18.20 Cum. 122.93

including sorting out and stacking of useful

material and disposing of the excavated stuff up

to 50 mt. lead (1) Loose or soft soil

14 Providing and filling in foundation with ordinary 4.00 Cum. 3325.30

cement concrete M100 mix and providing

necessary vertical pin headers including form

work,vibrating, ramming and curing complete.

15 Supplying and fixing reinforced concrete heavy 15.00 Rmt 1968.37

duty 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

slope)of class NP3 600mm diameter.

16 Construction of Granular sub-base 100 mm 12.00 Cum. 634.28

thick by providing coasre graded machine

crushed B.T. material satisfying MOST

specification of grading II (B.T. stone aggregate

26.5 to 4.75 mm - 75 % and 2.36 mm below -

% ) 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.

17 Providing and fixing Retro Reflective 1.20 Sqmt 12676.47

Engineering grade Board using C.R.C. (M.S.)

Sheet 2mm, angle iron 75 x 75 x 6mm.

Descaling and degreasing the board as per

requirement using epoxyprimer epoxy paint and

carrying retro reflactive process by screen

painting as directed etc. complete including

transporting and fixing in C.C. 1:4:8 with

necessary excavation curing etc. complete as per

I.R.C type design.(A) Engineer Grade

18 Village name/ Bump Ahed sign :-Providing and 1.00 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)

19 Providing and fixing Ordinary kilometer stone of 1.00 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 and lettering etc.

complete. (For O.D.R. & V.R.)

20 Providing and fixing Hectometer as per I.R.C. 1.00 Nos 356.50

type design including painting lettering etc.

complete fixing in C.C. 1:5:10

21 Informatory Signs :-Providing and fixing sing 1.00 Nos 3856.89

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..............................

22 Cautionary Warning Sign :-Providing and fixing 2.00 Nos 3808.66

sing boards made out of 2mm aluminium sheet;

size 90 x 90 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

x 60 Cms. for each leg.including excavation,

curing etc.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 under.

*Estimated amount put to tender *Estimated amount put to tender

Deduct ……. % below Rs…………………… Add ……. % Above

Net Rs. …………………….… Total Rs. ………….…

*( 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