Suvidhapath Yojana 2026-27. Const. of C.C Road on Ahwa main road to Sunset Point road Ch 0/0 to 0/600 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 0.24 Hect 28455.08

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 jungl

2 Earthwork in cuting in all sorts of soil and 340.20 Cum. 137.33

soft 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

3 Earth work for embankment including 312.00 Cum. 182.14

breaking 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

KN (E) From borrow area within 3.00 Km

4 Box cutting the road surface to proper slope 1483.00 Cum. 112.02

and 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 371.00 Cum. 1098.88

Grade I 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 Construction of dry lean cement concrete 365.00 Cum. 3617.82

Sub- base 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

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 706.00 Cum. 7581.06

jointed, plain 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 / 900.00 Sqmt 707.55

steel Dye 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

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.

9 Supplying and fixing reinforced concrete 20.00 rmt 1968.38

heavy duty 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 50.00 rmt 659.99

heavy duty 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 2.00 Nos. 1293.39

stone of 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

12 Providing and fixing Hectometer stone as 3.00 Nos. 356.50

per I.R.C. type design including lettering

and painting etc. complete. (ii) Fixing in

13 Village name/ Bump Ahed sign :-Providing 4.00 Nos. 5045.36

and 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 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

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

and fixing 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

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 1.00 Nos. 3856.90

sing boards 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 155.20 Sqmt 367.72

thermoplastic 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

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) 83.00 Nos. 375.72

made out 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 8.00 Nos. 3808.66

fixing 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 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 Grade(VR)

19 Regulatory/Mandatory signs :Providing and 2.00 Nos. 3439.81

fixing sing 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)...

20 STOP SIGN:-Providing and fixing sing 2.00 Nos. 4676.06

boards made out of 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)

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