Mukhyamantri Adimjuth Sarvangi Utkarsh Scheme 2022-23 Const. of Ravjibundha Village Intarnal road km 0/0 to 0/800 Ta.Uchchhal Dist.Tapi.

Name of Work:- ુ યમં ી આ દમ ૂ થ સવાગી ઉ કષ યોજના 2022-23. [1] Const.of Ravjibundha Village Intarnal

road km 0/0 to 0/800 Ta.Uchchhal Dist.Tapi.

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

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

Quantity Unit Amount

No. to book of specifications) Figures

1 Clearing and grubbing road land including uprooting rank 0.40 Hect 28455.10

vegetation grass bushes,shrubs,sapling and trees girth up to

mm removal of stumps of trees cut earlier and disposal of

unserviceable materials (C) By mechanical means in area of

2 Earthwork in cuting in all sorts of soil and soft murrum 504.00 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 dressing 824.36 Cum. 173.67

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 Providing and laying Granular Sub Base Grade I by providing 666.00 Cum. 888.80

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.

5 Consructing of granular sub-base Gr-II by providing course 621.80 Cum. 840.32

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.

6 Providing and laying of Wet Mix Macadam base course as per 428.00 Cum. 992.83

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.

7 Providing and applying primer coat with Bitumen emulsion (SS- 2610.00 Sqmt 43.23

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 37.5 mm thick 196.00 MT 2224.02

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

9 Providing, laying 25mm thick compacted bituminous carpet 138.00 MT 2960.31

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.

10 Providing and laying seal coat with B.T. aggregate as 71.00 MT 3216.85

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

11 Providing and laying asphalt painting on B.T. surface with 2610.00 Sqmt 32.39

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

including spreading stone dust for painting surface at rate of

12 Providing and fixing ordinary Kilometer stone of precast C.C. 2.00 Nos. 1293.39

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.)

13 Providing and fixing Hectometer stone as per I.R.C. type design 4.00 Nos. 356.50

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

14 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..

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

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.

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

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)..

17 Road marking with hot applied thermoplastic paints with 184.00 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 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

18 Supplying and fixing cat eye (Stimsonite) made out from Acrilo 165.00 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)

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

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 &

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)

20 Chevron sign :-Providing and fixing sign boards made out of 14.00 Nos. 3711.75

1.5mm aluminium sheet / 3mm ACP (Aluminum composite

Panel); size 60x50cm rectangular 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 High Intensity Prismatic Grade

retro refiectivesheeting of Type-4 as per ASTM D-4956 and

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

Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of35x35x3mm;

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

Cms. for each leg including excavation, curing etc.complete

under the supervision of engineer in charge. A warranty for

years for the Retro reflective sheeting from original

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-B Type-4 Retro Reflective

21 Cautionary Warning Sign :-Providing and fixing sing boards 10.00 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.

22 Regulatory/Mandatory signs :Providing and fixing sing boards 8.00 Nos. 3439.81

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)..

23 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)

24 Supplying and fixing reinforced concrete heavy duty 37.50 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) 600mm dia.

25 Excavation for foundation up to 1.5m depth including sorting 46.60 Cum. 254.36

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 concrete 5.80 Cum. 3326.71

M 100 mix and providing necessary vertical pin headers

including formwork vibrating ramming & curing complete.

27 Providing & casting in situ ordinary cement concrete M-150 48.30 Cum. 3904.76

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.

28 Supplying fixing & joining reinforced concret heavy duty non 7.50 rmt 3469.26

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

29 Providing and fixing Guard stone as per I.R.C. type design 14.00 Nos. 350.80

including white washing etc. complete (II) Fixing in C.C. 1:5:10

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

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 58.40 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