Suvidhapath Yojana 2026-27. Const. of C.C Road on Ahwa main road to Eklavya School toward to Kabrashthan to main road Ch 0/0 to 0/800 Ta.Ahwa Dist.Ahwa Dangs.

It. Rate In

Specification and reference to book of Quantity Unit Amount

No. Figures

specifications)

1 Clearing and grubbing road land including uprooting 0.32 Hect 28455.09

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 jungl

2 Earthwork in cuting in all sorts of soil and soft 453.60 Cum. 137.33

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 clods 507.30 Cum. 182.14

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

4 Box cutting the road surface to proper slope and 2118.00 Cum. 112.02

camber for making a base for road work including

removing the excavated stuff and depositing on the

road side slope as directed upto 50Mt.lead.

5 Providing and laying Granular Sub Base Grade I by 471.00 Cum. 1089.79

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 Construction of dry lean cement concrete Sub- base 694.00 Cum. 3610.75

over a prepared sub-grade with coarse and fine

aggregate conforming to IS: 383, the size of coarse

aggregate not exceeding 25 mm, aggregate cement

ratio not to exceed 15:1, aggregate gradation after

blending to be as per table 600-1, cement content

not to be less than 220 kg/ cum, optimum moisture

content to be determined during trial length

construction, concrete strength not to be less than

10 Mpa at 7 days, mixed in a batching plant,

transported to site, laid with a fixed form paver or

conventional method, compacting with 8-10 tonnes

vibratory roller, finishing and curing etc. cpmplete.

7 Construction of un-reinforced, dowel jointed, plain 893.00 Cum. 7572.98

cement concrete pavement over a prepared sub

base with concrete grade M 30, coarse and fine

aggregate conforming to IS 383, maximum size of

coarse aggregate not exceeding 25 mm, mixed in a

batching and mixing plant as per approved mix

design, transported to site, laid with a fixed form or

slip form paver, spread, compacted and finished in a

continuous operation including provision of

contraction, expansion, construction and longitudinal

joints, joint filler, separation membrane, sealant

primer, joint sealant, debonding strip, dowel bar, tie

rod, admixtures as approved, curing compound,

finishing to lines and grades as per drawing

8 Providing and fixing pre-cast Rubber Dye / steel Dye 1200.00 Sqmt 707.55

inter locking concrete block 60mm thick with grade

of concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design

Confirming to IS 15658 : 2006 including 35 mm

Sand layer for levelling and filling the joint with sand

in proper line and level as per guidlines of IRC : SP

63-2018 etc. Complete

9 Supplying and fixing reinforced concrete heavy duty 10.00 rmt 1968.38

non 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.(iii) 600mm dia..

10 Supplying and fixing reinforced concrete heavy duty 20.00 rmt 659.99

non-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.(i) 300mm dia.

11 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.)

12 Providing and fixing Hectometer stone as per I.R.C. 4.00 Nos. 356.50

type design including lettering and painting etc.

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

13 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(VR)

14 Direction sign (Junction board):-Providing and fixing 2.00 Nos. 14831.71

sing boards made out of 2mm aluminium sheet; size

244 x 122cms. 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(VR)

15 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 treated with 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)...

16 Road marking with hot applied thermoplastic paints 177.60 Sqmt 367.72

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

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.

17 Supplying and fixing cat eye (Stimsonite) made out 97.00 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 bituminous adhesive 100g. with each

unit for fixing. (High Intensity grade)

18 Cautionary Warning Sign :-Providing and fixing sing 4.00 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.(A) Engineer

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

Net Rs. …………………….… Total Rs. ………….……................

In words ………………….……………………………. In words ………………….……………………….

*( 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.

Deputy Executive Engineer Executive Engineer

Panchayat ( R & B) Sub Division Panchayat (R & B) Division

Ahwa Dang

Signature of the contractor