Suvidhapath Yojana 2025-26 Constructing a C.C. Road at Sanjan Talasari Road (M.D.R.) Ta. Umargam, Dist. Valsad.

Name of Work : Suvidhapath Yojana 2025-26 Constructing a C.C. Road at Sanjan

Talasari Road (M.D.R.) Ta. Umargam, Dist. Valsad.

BILL OF QUANTITIES

Item No.Item of work Quantity Unit Rate In figures Amount

Clearing and grubbing road land

including uprooting trunk vegetation,

grass bushes, shrubs, sapligs and

trees girth upto 300 mm removal of

1 stumps of trees cut earlier & disposal 0.05 Hect 28393.030

of unserviceable material. (C) By

Mechanical means in area of light

Box cutting the road surface to proper

slope & camber for making a base for

road work including compacting at

O.M.C. and removing the excavated

2 stuff, and depositing on the road side 5247.00 Cum 104.040

slopes as directed with all lead and

Providing and fixing pre-cast Rubber

Dye / 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

3 15658 : 2006 including 35 mm Sand 1176.00 Sqm 762.970

layer for levelling and filling the joint

with sand in proper line and level as

per guidlines of IRC : SP 63-2018

Providing and fixing pre-cast concrete

kerb stone of gray cement based

concrete block 30cm length,30cm

height and 15cm thick of M250 grade

concret as per approved design and

including excavation for fixing in

proper line and level,filling the joint

with C:M 1:3 (1cement:3fine sand)

Providing and laying wet mix

macadam base 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

5 to grade and camber with 1425.00 Cum 898.500

paver/mechanical means and

consolidation each layer with

vibratory roller to aschieve the

desired density including cost of

material labour plant and equipment

Providing & filling in foundation with

ordinary cement concrete M 100 mix

& providing necessary vertical pin

6 headers including formwork, vibrating 261.00 Cum 3240.340

ramming and curing complete.

High-strength precast reinforced

cement concrete 600 x 600 size

drains with lid, manufactured with

high - performance self-compacting

concrete, as per Japanese Industrial

Standards (JIS). Conforming to

7 Indian standards, and capable of a 420.00 Rmt 6898.300

wheel load of 1.8 kN/m2 for

pedestrian movement. Useful for

applications such as storm water

drains, canals and power and

telecommunication cable ducts.

Construction of dry lean cement

concrete 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

8 moisture content to be determined 950.00 Cum 2425.010

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. complete.

Construction of un-reinforced, dowel

jointed, plain cement concrete

pavement over a prepared sub base

with concrete grade M40, coarse and

fine aggregate conforming to IS

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

9 finished in a continuous operation 2185.00 Cum 4839.920

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

Providing and Fixing in position Fe-

500/500D bars TMT bar

reinforcement including cutting,

bending and tying as per detailed

Excavation for foundation upto 1.5 m.

depth including sorting out and

stacking of useful material and

11 disposing off the excavated stuff as 104.00 Cum 149.830

directed by Engineer in charge with

all lead and lift in (B) Dense or hard

soil murrum etc. complete

Provading & casting in situ ordinary

cement concrete M 150 mix and

providing necessary pinheaders

12 including , shuttering scaffolding 35.00 Cum 3610.750

laying vibrating and finishing without

V-Grooves. (A) Heigth from 0.0 m to

5.0m for head wall of causeway

Consructing of granular sub-base Gr-

II by providing course graded B.T.

machine crushed material satisfying

MOST specification of (grading II)

using materials (26.5 mm to

mm@ 75 per cent,2.36 mm

13 below@25 per cent) including 59.00 Cum 721.140

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.

Supplying, fixing & joining reinforced

concrete heavy duty non pressure

pipe with colars for culverts carryig

heavy traffic as per Indian Railway

Standard Specifications including

14 setting and joining the pipe in cement 50.00 Rmt 3246.190

mortar 1:2 watering and laying ( to

level or slope) of I.S. class NP-3

mm dia.(Internal)

Wall painting two coats with plastic

emulsion paint of approved brand and

manufacturer on wall surfaces to give

an even shade including thoroughly

brushing the surface to remove all

15 dirt, dust, mortar drops and other 68.88 Sqm 80.350

foreign matter.

Dismentalling the Existing structure

including removing and stacking the

16 dismentalled materials as and where 16.00 Cum 909.910

directed. (B)R.C.C.Work.

Providing and laying hot applied

thermoplastic compound 2.5 mm

thick including reflectorising glass

beads at 250 grams / Sq.mt. area.

17 Thickness of 2.5 mm is exclusive of 294.00 Sqm 367.720

surface applied. Glass beads as per

I.R.C. 35. The finished surface to be

level uniform and free from streaks

Logo Board:- Providing and fixing

Logo Board made out of 2mm

aluminium sheet, as per the drawing

& design. Pre treated with

phospheting process and acid

etching coated with one coat of epoxy

primer and two coat of best quality

epoxy paint, refloctrorized with retro

reflective sheeting as per the latest

M.O.S.T. specification, 3.1 Mt. long

stand post and frame fabricated from

suitable size iron angle of 35 x 35 x

mm, 75 x 75 x 6 mm 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 60 cms for each leg, including

excavation curing etc. complete

under the supervision of Engineer-In-

Charge (A)Engineer grade.

Supplying and fixing cat eye

(Stimsonite) made out from Acrilo

beautile sterine injuction high

compressed molding with reflector

19 made of MMC (prismatic type of size 255.00 No 375.720

12cm x 6cm x 2.5cm) provided with

bituminous adhesive 100g. with each

unit for fixing. (High Intensity grade)

Direction sign (Junction board):-

Providing 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

20 and frame fabricated from suitable 2.00 No 21287.500

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

Cautionary Warning Sign :-Providing

and 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.(B) Engineer

Hazard Marker Sign :-Providing and

fixing sing boards made 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

post and frame fabricated from

suitable size iron angle of 35 x 35 x

3mm & 50 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

Village name/ Bump Ahed sign :-

Providing 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

23 and frame fabricated from suitable 2.00 No 6397.430

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)...

Regulatory/Mandatory signs

:Providing and 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

24 suitable size iron angle of 35 x 35 x 4.00 No 3540.120

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)...

STOP SIGN:-Providing and fixing

sing 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

25 suitable size iron angle of 35 x 35 x 2.00 No 6704.360

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

Providing & Fixing ordinary K.M.

Stone Precast C.C. 1:2:4 including

necessary reinforcement as per

26 I.R.C. type design in C.C. 1:4:8 2.00 No 891.520

including painting and lettering etc.

complete (For :VR)

Providing & Fixing Hectometer stone

as per I.R.C. type design including

27 painting, lettering etc. complete (i) 4.00 No 356.500

Fixing in C.1:5:10

Supplying and fixing R.C.C Precast

Benches of R.C.C 1:2:4 Grade with

Oil paint finish of 3 person siting

I/We am/are willing to carry out the work at…% above/below

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 Add………% Above

In words In words

All works shall be carried out as public works department Handbook and other

specification of Division or as directed.

All the columns in schedule should be filled in ink or ballpen and the total of the

entries in last column should be struck by the contractor under his signature.

Rate quated include clearance of site (Prior commencement of work and at its close)

in all respects and hold good for work under all conditions,site moisture, weather etc.

The Contractor shall exhibit a board with detailed specification and details of work

as directed by the Engineer-In-Charge for which no extra payment shall be made.

The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

GST and Income tax TDS will be deducted at a source while making payments of bills

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 there is a 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.

To be continued on additional sheet,if found necessary.

Deputy Executive Engineer Executive Engineer

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