TASP 10 Percentage State Level 2023-24. Const. of Vaghnera Dungari faliya road Ch 0/0 to 0/750 Ta.Songadh Dist.Tapi.

Name of Work:-10% રા યક ા યોજના 2023-24. Const.of Vaghnera Dungari faliya road Ch 0/0 to 0/750 Ta.Songadh

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

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

Quantity Unit Amount

No. book of specifications) Figures

1 Clearing and grubbing road land including uprooting rank vegetation 0.23 Hect 28455.09

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 including 378.00 Cum. 130.94

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 dressing with 305.35 Cum. 173.67

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

Lead Having C.B.R. More than 5.00%

4 Scarifying gravelled macadam or bitumen macadam surface 6cm to 2250.00 Sqmt 80.90

10 cm depth including stacking useful materials on road side

spreading the same in required grade and camber with adding fresh

key aggregate 6mm to 10mm nominal size at the rate of 0.18 cum /

10sqm of scarified area including compacting with vibratory roller

and disposing of the remaining stuff as directed.

5 Supplying, Stacking, Spreading & rolling of Hard Murrum on road 68.00 Cum. 354.51

side for hard side shoulder of work as per specification including

filling the mesure boxes of standard size etc. complete.

6 Providing and laying Granular Sub Base Grade I by providing course 293.00 Cum. 628.22

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 directed.

7 Consructing of granular sub-base Gr-II by providing course graded 270.00 Cum. 579.74

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.

8 Providing and laying of Wet Mix Macadam base course as per 248.00 Cum. 723.16

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. complete.

9 Providing and applying primer coat with Bitumen emulsion (SS-I) on 2250.00 Sqmt 43.63

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

10 Providing & laying bituminious base course 37.5 mm thick 169.00 MT 2145.24

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.

11 Providing, laying 37.50mm thick compacted Bituminous Macadam 186.00 MT 2754.57

considering 0.66 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.

12 Providing and laying seal coat with B.T. aggregate as specified 81.00 MT 3157.26

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.

13 Providing and laying asphalt painting on B.T. surface with bitumen 2250.00 Sqmt 32.15

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

spreading stone dust for painting surface at rate of 0.03 cu.mt. /

14 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 2.00 Nos. 1293.39

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

15 Providing and fixing Hectometer stone as per I.R.C. type design 3.00 Nos. 356.50

including lettering and painting etc. complete. (ii) Fixing in C.C.

16 Village name/ Bump Ahed sign :-Providing and fixing sing boards 1.00 Nos. 5045.36

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..

17 Direction sign (Junction board):-Providing and fixing sing boards 1.00 Nos. 14831.71

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

18 Informatory Signs :-Providing and fixing sing boards made out of 1.00 Nos. 3856.90

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)..

19 Road marking with hot applied thermoplastic paints with 12.00 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 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 two years.

20 Supplying and fixing cat eye (Stimsonite) made out from Acrilo 10.00 Nos. 375.72

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)

21 Cautionary Warning Sign :-Providing and fixing sing boards made 4.00 Nos. 3808.66

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.

22 Supplying and fixing reinforced concrete heavy duty non-pressure 22.50 rmt 1968.38

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.(iii) 600mm dia. (more than 10 ton)

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