TSP 10 Percentage State Level 2023-24 Const. of Padamdungri main road to Umarvavdur Panchayat ghar to Garpani Joining road Sec-I 0/0 to 1/400, Sec-II 0/0 to 0/700 Ta.Dolvan Dist.Tapi.

Name of Work:- 10% રા યક ા યોજના 2024-25. Const.of Padamdungri main road to Umarvavdur

Panchayat ghar to Garpani Joining road Sec-I 0/0 to 1/400, Sec-II 0/0 to 0/700 Ta.Dolvan Dist.Tapi.

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

It. Description of Item (with brief Specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) Figures

1 Clearing and grubbing road land including uprooting rank 0.63 Hect 28455.10

vegetation grass bushes,shrubs,sapling 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 light jungle.

2 Earthwork in cuting in all sorts of soil and soft murrum 1323.00 Cum. 130.94

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 clods 1428.17 Cum. 173.67

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

to 100 KN (E) From borrow area within 3.00 Km Lead

Having C.B.R. More than 5.00%

4 Scarifying gravelled macadam or bitumen macadam 2100.00 Sqmt 41.74

surface 6 cm to 10 cm.depth including stacking useful

materials on road side and disposing off remaining stuff.

5 Supplying, Stacking, Spreading & rolling of Hard Murrum 252.00 Cum. 354.51

on road side for hard side shoulder of work as per

specification including filling the mesure boxes of

standard size etc. complete.

6 Box cutting the road surface to proper slope and camber 924.00 Cum. 106.65

for making a base for road work including removing the

excavated stuff and depositing on the road side slope as

directed upto 50Mt.lead.

7 Providing and laying Granular Sub Base Grade I by 366.00 Cum. 766.59

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

8 Consructing of granular sub-base Gr-II by providing 311.50 Cum. 718.11

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.

9 Providing and laying of Wet Mix Macadam base course as 394.00 Cum. 866.58

per MORTH specification using machine crushed B.T.

chips as per required gradation, mixing with required

optimum quantity of water, conveying the mix to site of

work, spreading in to grade and camber with

paver/mechanical means and consolidation each layer

with vibratory roller to aschieve the desired density

including cost of material labour plant and equipment etc.

10 Providing and applying primer coat with Bitumen 3308.00 Sqmt 43.53

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

11 Providing & laying bituminious base course 37.5 mm 583.00 MT 2141.20

thick compacted in single layer asphalt VG-30 grade at

1.99 % by weight of mix for mixing and asphalt VG-30

for tack coat @ 2.5 kg/10 smt 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 etc. complete.

12 Providing, laying 25mm thick compacted bituminous 395.00 MT 2888.60

carpet considering 0.66 cmt./10Smt. Stone chips for one

M.ton as per specification, using the asphalt at rate

Kg/M.ton (i.e. 3.36% by weight of total mix)(VG-30) and

asphalt for tack coat at rate 2.5 Kg/ 10sq.mt VG-30.

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.

13 Providing and laying seal coat with B.T. aggregate as 203.00 MT 3150.19

specified using aggregate at the rate of 0.24 Cu.mt./10

Sq. mt. and bitumen grade VG-30 for mixing with

aggregate at the rate of 4.50 % i.e. 45.00 Kg. / M.T

including heating & mixing in hot / drum mix plant &

transporting & sreading the same by paver finisher &

consolidation with vibratory roller incl. necessary

firewoood, oil, lubricants, labour charges etc. using

contractor's own drum mix plant, machineries &

equipment, tools etc. complete in accordance with the

requirement of specification.

14 Providing and laying asphalt painting on B.T. surface with 7508.00 Sqmt 32.47

bitumen VG-30 at rate 5.00 Kg / 10.00 Sq.mt. of bitumen

including spreading stone dust for painting surface at rate

15 Providing and fixing ordinary Kilometer stone of precast 4.00 Nos. 1293.39

C.C. 1:2:4 including necessary reinforcement as per I.R.C.

type design in C.C. 1:4:8 including letter and paints etc.

complete (For N.H., S.H. and M.D.R.)

16 Providing and fixing Hectometer stone as per I.R.C. type 9.00 Nos. 356.50

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

Fixing in C.C. 1:5:10

17 Village name/ Bump Ahed sign :-Providing and fixing 4.00 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 grade..

18 Direction sign (Junction board):-Providing and fixing sing 4.00 Nos. 14831.71

boards made out of 2mm aluminium sheet; size 120 x

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.

19 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 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)..

20 Road marking with hot applied thermoplastic paints with 432.00 Sqmt 367.72

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

mcd/m2/lux and Asphalt road shall be min

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 two years.

21 Supplying and fixing cat eye (Stimsonite) made out from 243.00 Nos. 375.72

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)

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

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)

23 Cautionary Warning Sign :-Providing and fixing sing 6.00 Nos. 3808.66

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 45 x 60 Cms.

for each leg.including excavation, curing etc.complete

under the supervision of engineer in charge.(B)

Engineering Grade.

24 Supplying and fixing reinforced concrete heavy duty non- 15.00 rmt 1968.38

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. (more than 10 ton)

25 Excavation for foundation up to 1.5m depth including 76.10 Cum. 254.36

sorting out and stacking of useful material and disposing

off the excavated stuff as directed by Engineer in charge

with all lead and lift in (2) Dense or hard Soil.

26 Providing & filling in foundation with ordinary cement 4.30 Cum. 3326.71

concrete M 100 mix and providing necessary vertical pin

headers including formwork vibrating ramming & curing

27 Providing & casting in situ ordinary cement concrete M- 38.10 Cum. 3904.76

150 mix and providing necessary pin headers including

shuttering, scaffolding, laying, vibrating, curing and

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

28 Supplying fixing & joining reinforced concret heavy duty 15.00 rmt 5560.01

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 1200mm dia.

29 Providing and fixing Guard stone as per I.R.C. type design 12.00 Nos. 350.80

including white washing etc. complete (II) Fixing in C.C.

30 Providing and fixing 20cm x 15cm x 2.5cm thick year 1.00 Nos. 279.69

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

and engraving letters, etc. complete

31 Wall painting (two coats) with plastic emulsion paint of 43.60 Sqmt 81.38

approved brand and manufacture on undecorated wall

surface to give an even shade including throughly

brushing the surface free from mortar droppings and other

foreign matter and sand papered smooth.

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.

Executive Engineer

Signature of the contractor Panchayat (R & B) Division