Mukhyamantri Adimjuth Sarvangi Utkarsh Scheme 2022-23 Const. of Vanjharda Village Dadri Faliya to Vad Faliya Joining Road km 0/0 to 0/750 Ta.Songadh Dist.Tapi.

Name of Work:-.Adimjuth 2022-23 Const.of Vanjharda Village Dadri Faliya to Vad Faliya Joining Road km 0/0 to 0/750

Ta.Songadh 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 0.20 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 428.40 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 413.28 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 80 to

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 750.00 Sqmt 80.90

6 cm to 10 cm.depth including stacking useful materials on

road side and disposing off remaining stuff

5 Providing and laying Granular Sub Base Grade I by 265.00 Cum. 758.51

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 Consructing of granular sub-base Gr-II by providing course 368.00 Cum. 710.03

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.

7 Providing and laying of Wet Mix Macadam base course as 350.00 Cum. 857.49

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. complete.

8 Providing and applying primer coat with Bitumen emulsion 2125.00 Sqmt 43.23

(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

9 Providing & laying bituminious base course 37.5 mm thick 160.00 MT 2157.36

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.

10 Providing, laying 50mm thick compacted Bituminous 234.00 MT 2719.63

Macadam 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 requirem

11 Providing & laying 25mm thick compacted Semi Dense 123.00 MT 3301.59

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.

12 Providing and laying asphalt painting on B.T. surface with 2125.00 Sqmt 32.09

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

including spreading stone dust for painting surface at rate

13 Providing and fixing ordinary Kilometer stone of precast 2.00 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.)

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

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

Fixing in C.C. 1:5:10

15 Village name/ Bump Ahed sign :-Providing and fixing sing 4.00 Nos. 5045.36

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..

16 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

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.

17 Informatory Signs :-Providing and fixing sing boards made 3.00 Nos. 3856.90

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)..

18 Road marking with hot applied thermoplastic paints with 145.60 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.

19 Supplying and fixing cat eye (Stimsonite) made out from 84.00 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)

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

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.

21 Regulatory/Mandatory signs :Providing and fixing sing 2.00 Nos. 3439.81

boards made out of 2mm aluminium sheet; size 60cms.

diameter circle as per the design of IRC-67-1977 pre treated

with phospheting process & acid eteching; 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 75x75x6mm 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 60cms. for each leg. including

excavation curing etc. complete under the supervision of

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

22 STOP SIGN:-Providing and fixing sing boards made out of 1.00 Nos. 4676.06

2mm aluminium sheet; size 90 x 90cms. rectangle as per the

design of IRC-67-1977 pre treated with phospheting process

& acid teching; 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 75x75x6mm

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

60cms. for each leg. including excavation curing tec.

complete under the supervision of engineer in charge.(A)

Engineer Grade(VR)

23 Supplying and fixing reinforced concrete heavy duty 30.00 rmt 1968.38

nonpressure 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)

24 Providing and filling in foundation with ordinary cement 35.00 Cum. 3326.71

concrete M-100 mix and providing necessary vertical pin

header sbincluding form work vibrating ramming and curing

25 Providing flood gauge marks on substructure as per design 1.90 Sqmt 164.68

including painting complete.

26 Providing and laying rubble for appron (each stone 42.50 Cum. 1067.08

weighting not less than 40Kg.) including and packing and

filing in the interestices with quarry-spalls.

27 Dismentaling the existing structure including removing and 35.00 Cum. 932.65

stacking the dismentelled materials as and where directed.

(A) R.C.C. work

28 Providing and casting in situ Controlled cement concrete M- 35.00 Cum. 5280.86

200 for average 100 mm thick wearing coat laid as directed

including temping vibra-ting finishing curring and filling in

joints with Bitumen etc complete.

29 Providing and fixing in position FE 500D TMT bar 1.93 MT 73243.02

reinforement including cutting, bending and tying complete

as per detailed drawings. (D) Wearing Coat.

30 Providing & fixing guard stone as per I.R.C. type design 58.00 Nos. 350.80

including white washing etc.

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