Mukhyamantri Adimjuth Sarvangi Utkarsh Scheme 2024-25. Construction of Taparvada Village Nichla faliya road Ch 0/0 to 0/300 Ta.Songadh Dist.Tapi.

Name of Work:-2225 ુ યમં ી આ દમ ૂ થ સવાગી ઉ કષ યોજના 2024-25. Construction of Taparvada

Village Nichla faliya road Ch 0/0 to 0/300 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 0.09 Hect 28455.11

uprooting rank 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 189.00 Cum. 130.94

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 521.06 Cum. 173.67

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 Lead Having

C.B.R. More than 5.00%

4 Supplying, Stacking, Spreading & rolling of Hard 36.00 Cum. 391.88

Murrum on road side for hard side shoulder of

work as per specification including filling the

mesure boxes of standard size etc. complete.

5 Providing and laying Granular Sub Base Grade I 182.00 Cum. 675.69

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 directed.

6 Consructing of granular sub-base Gr-II by 169.00 Cum. 626.20

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

7 Providing and laying of Wet Mix Macadam base 155.00 Cum. 772.65

course as 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 943.00 Sqmt 43.23

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

9 Providing & laying bituminious base course 37.5 71.00 MT 2113.93

mm 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.

10 Providing, laying 25mm thick compacted 50.00 MT 2851.23

bituminous carpet considering 0.66 cmt./10Smt.

Stone chips for one M.ton as per specification,

using the asphalt at rate 33.60 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.

11 Providing and laying seal coat with B.T. 26.00 MT 3108.78

aggregate as 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.

12 Providing and laying asphalt painting on B.T. 943.00 Sqmt 31.90

surface with bitumen 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. /

13 Providing and fixing ordinary Kilometer stone of 2.00 Nos. 1293.39

precast 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 2.00 Nos. 356.50

I.R.C. type design including lettering and painting

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

15 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

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

16 Direction sign (Junction board):-Providing and 1.00 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

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.

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

boards made out of 2mm aluminium sheet; size

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 72.00 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 two

19 Supplying and fixing cat eye (Stimsonite) made out 49.00 Nos. 375.72

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)

20 Cautionary Warning Sign :-Providing and fixing 3.00 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

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 Supplying and fixing reinforced concrete heavy 8.00 rmt 1968.38

duty 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) 600mm

22 Excavation for foundation upto 1.5 mt. depth 92.00 Cum. 254.35

including sorting out and stacking of useful

materials and disposing of the excavated stuff by

Engineer in charge with all lead and lift in. (2)

Dense or hard soil

23 Providing and filling in foundation with ordinary 12.00 Cum. 3326.70

cement concrete M-100 mix and providing

necessary vertical pin headersbincluding form

work vibrating ramming and curing completed.

24 Providing & casting in situ ordinary cement 141.00 Cum. 3904.76

concrete M-150 mix and providing necessary pin

headers including shuttering, scaffolding, laying,

vibrating, curing and finishing complete without V-

Groves.(A) Height from 0.0 M. to 5.0 M.

25 Providing and fixing in position FE 500D TMT bar 10.18 MT 73243.02

reinforement including cutting, bending and tying

complete as per detailed drawings. (D) Wearing

26 Providing and fixing in position FE 500D TMT bar 0.71 MT 73858.69

reinforement including cutting, bending and tying

complete as per detailed drawings.(C.) R.C.C.

Returns (Upto 10 ton)

27 Excavation in large boulders and soft rock by 141.80 Cum. 719.06

welding including shoring, strutting and

dewatering as necessary and disposing of the

excavated stuff as directed.

28 Providing and filling sand below RCC raft in 233.40 Cum. 552.22

layers including ramming and dewatering etc

29 Providing and casting in situ Ordinary cement 21.90 Cum. 3780.29

concrete M-150 for R.C.C. Raft and cut-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete. (more than 10 ton)

30 Providing and Casting in situ controlled Cement 71.50 Cum. 4600.64

Concrete M-200 for R.C.C. Raft and cutt-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete. (more than 10 ton)

31 Providing and casting in situ controlled cement 28.40 Cum. 5439.82

concrete M-250 for R.C.C. solid slab including

centering, scaffolding, curing and finishing

complete. (more than 10 ton)

32 Providing and casting in situ controlled cement 15.60 Cum. 4956.84

concrete M-250 for Kerb/ kerb blocks including

formwork curing and finishing, complete (more

33 Providing and casting in situ controlled cement 8.40 Cum. 5386.58

concrete M-250 for average 100 mm thick wearing

coat laid as directed dincluding tamping, vibrating,

finishing, curing and fillingin joints with bitumen

complete (more than 10 ton)

34 Providing and casting in situ ordinary cement 129.30 Cum. 4274.80

concrete M. 200 mix and providing necessary pin

headers including shuttring scaffolding laying

vibrating curing and finishing complete. Without

V-Grooves. (A) Height from 0.0 M to 5.0. M

35 Provding P.V.C. 100 mm diameter water spouts 8.00 Nos. 159.37

including necessary iron gratings as per drawings.

(more than 10 ton)

36 Providing & laying weep hole in Aburtments, and 154.00 Nos. 87.07

returns by using A.C. pipe of 100mm including

laying in proper grede and jointing the completed

as per detailed specification.

37 Providing and laying - Fitter Media 600mm thick 175.00 Sqmt 1279.96

directed at the back of abutments, returns and wing

walls as per detailed specifications. (more than

38 Providing and fixing Guard stone as per I.R.C. type 16.00 Nos. 350.80

design including white washing etc. complete (II)

Fixing in C.C. 1:5:10

39 Wall painting (two coats) with plastic emulsion 45.30 Sqmt 81.38

paint of 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