PMKKY 2024-25 Construction of Ghasiyameda Village Ghasiyameda Nava Faliya to Tada Faliya Joining Road Ch 0/0 to 0/430 Ta:Songadh Dist: Tapi.

Name of Work:- . Construction of Gyasiyameda Village Ghyasiyameda Nava Faliya to Tada

Faliya Joining Road Ch 0/0 to 0/430 Ta:Songadh Dist: Tapi.

: : 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 0.13 Hect 34796.31

uprooting rank vegetation, grass bushes, shrubs,

saplings 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 thorny jungle.

2 Earthwork in cuting in all sorts of soil and soft 203.18 Cum. 127.74

murrum 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 513.18 Cum. 169.44

clods 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

4 Consructing of granular sub-base Gr-II by 329.00 Cum. 601.96

providing 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.

5 Providing and laying Granular Sub Base Grade I 261.00 Cum. 810.02

by 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

6 Providing and laying speading and compacting 236.00 Cum. 838.30

graded stone aggregate to Wet Mix

Macadam(WMM) in two layer as per

specification and drawing including premixing

the Material with water at OMC in mechanical

mix plant carriage by tipper to site,laying in

unifrom layer in sub-base/base course on well

prepare surface and compacting with vibrator

rollar to achive the desired density as per

MORTH fifth revision clause-406.

7 Providing and applying primer coat with 1443.00 Sqmt 42.82

Bitumen 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

8 Providing & laying bituminious base course 109.00 MT 2006.87

37.50 mm thick compacted in Single layer

asphalt VG-30 grade at 1.99 % by weight of mix

for mixing and 2.50 kg/10 smt VG-30 grade

Asphalt for tack coat & 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

9 Providing, laying 50 mm thick compacted 162.00 MT 2580.75

Bituminous Macadam considering

cmt./10Smt. Stone chips for one M.ton as per

specification,VG-30 using the asphalt at rate

34.00 Kg/M.ton (i.e. 3.40% by weight of total

mix) for mixing and VG-30 for tack coat at rate

2.5 Kg/ 10sq.mt. 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 requirement.

10 Providing & laying 25mm thick compacted 83.00 MT 3197.96

Semi Dense Bituminous concrete (SDBC) using

crushed stone aggregate as per MORT & H

gradation and bitumen VG-30 at the rate of

5.00% ( i.e. 50 Kg/MT) by weight of total mix

using hot mix hot laid process including heating

the asphalt and aggregate by continuous

batching mixing by drum mix plant and

transporting the mix and spreading the same by

paver finisher & consolidation with power road

roller including providing & laying uniform tack

coat including the cost and using all necessary

equipments tools, plants, including cost of all

materials firewood, oil, lubricants, labour

charges etc. complete.

11 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 lettering and painting etc.

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

12 Providing and fixing Hectometer stone as per 2.00 Nos. 356.50

I.R.C. type design including lettering and

painting etc. complete. (ii) Fixing in C.C. 1:5:10

13 Village name/ Bump Ahed sign :-Providing and 2.00 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) Engineer grade..

14 Direction sign (Junction board):-Providing and 4.00 Nos. 14831.71

fixing sing boards made out of 2mm aluminium

sheet; size 120 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.

15 Informatory Signs :-Providing and fixing sing 1.00 Nos. 3856.90

boards 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 Grade(VR)..

16 Road marking with hot applied thermoplastic 115.50 Sqmt 367.72

paints with reflectorising glass beads on bitumin

surface providing and laying a hot applied

thermoplastic compound 2.5 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 130 mcd/m2/lux and Asphalt road shall be

min 100 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

17 Supplying and fixing cat eye (Stimsonite) made 68.00 Nos. 375.72

out from 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)

18 Hazard Marker Sign :-Providing and fixing sing 2.00 Nos. 2423.74

boards made out of 2mm aluminium sheet; size

90 x 30cms. rectangle as as per the

design/drawing attached (IRC) pretreated 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; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x

35 x 3mm & 50 x 50 x 5mm painted with best

quality epoxy coatings The fixing at site shall be

in 1:2:4 CC block of size 45x45x 60cms. for

each leg. including excavation curing etc.

complete under the supervision of engineer in

charge.(A) Engineer Grade(VR)...

19 Chevron sign :-Providing and fixing sign boards 5.00 Nos. 3711.75

made out of 1.5mm aluminium sheet / 3mm

ACP (Aluminum composite Panel); size 60x50

cm as per design of IRC-67- 2012. Pre treated

with phospheting process & acid etching; coated

with one coat of epoxy primer and two coats of

best quality epoxy paint ;reflectorised with

Micro Prismatic Grade retro refiectivesheeting

of Type- 11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.3 mtr long stand post

of 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size

iron angle of 50 x 50 x 5mm; painted with

bestquality 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 blockof size 45 x 45 x

60 Cms. for each leg.including excavation,

curing etc.complete under the supervision of

engineer in charge. A warranty for 10 years for

the Retro reflective sheeting from originaa

manufacturer & a certified copy of 3 year

outdoor exposure test report from third party

test lab for the product offered shall be

submitted by contractor. (A) Class-C Type-11

20 Retro Reflective

Cautionary sheeting

Warning Sign :-Providing and fixing 8.00 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.(B) Engineering Grade.

21 Supplying fixing & joining reinforced concret 7.50 rmtr 1952.00

heavy duty non pressure pipe with collars for

culverts carring heavy traffic as per IS 458-1991

specification including setting and joining the

pipe in cement mortar 1:2 watering or laying of

class NP-3 600 mm dia.

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

*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