Suvidhapath 2025-26 Const. of Various C.C Roads in Songadh Taluka Package No.01 Total 2 road 1.700 km. (1) C.C road on Kikakui Mandal Road Ch 0/00 to 1/300 Ta.Songadh, (2) C.C road on Mandal Nishana road Ch 0/00 to 0/400 Ta.Songadh.

Name of Work:-સુિવધાપથ યોજના વષ 2025-26. Const. of Various C.C Roads in Songadh Taluka Package No.01

Total 2 road 1.700 km. [1] Construction of C.C road on Kikakui Mandal Road Ch 0/00 to 1/300 Ta.Songadh,

Dist. Tapi.[2]Construction of C.C road on Mandal Nishana road Ch 0/00 to 0/400 Ta.Songadh, Dist. Tapi.

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

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

Quantity Unit Amount

No. reference to book of specifications) Figures

1 Clearing and grubbing road land including uprooting 0.68 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 jungle.

2 Earthwork in cuting in all sorts of soil and soft 1836.00 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 clods 2317.00 Cum. 173.67

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 Box cutting the road surface to proper slope and 4964.00 Cum. 106.65

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 1492.00 Cum. 598.93

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 providing 1575.90 Cum. 550.45

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 etc. complete.

7 Providing and laying of Wet Mix Macadam base 1479.00 Cum. 693.87

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 Construction of dry lean cement concrete Sub- base 1414.50 Cum. 3205.74

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.

9 Construction of un-reinforced, dowel jointed, plain 2805.00 Cum. 7232.61

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

10 Providing and fixing in position IS mark steel bar 51.43 MT 73243.02

reinforcement of bar grade FE-500/500D including

cutting, bending, hooking and tying complete as per

detailed drawing for raft slab, pier, solid slab, kerb

block, wearing coat etc.

11 Providing and fixing pre-cast Rubber Dye / steel Dye 3080.00 Sqmt 704.07

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.

12 Providing and fixing pre-cast concrete kerb stone of 3400.00 rmt 392.96

gray cement based concrete block 30cm length,30cm

height and 15cm thick of M200 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) etc complete.

13 Supplying and fixing reinforced concrete heavy duty 120.00 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.

14 Suvidha Path "Logo" Board : Providing and fixing of 3.00 Nos. 5003.54

LOGO informatory sign board with Logo as per

section 1700 of MORD specifications and drawing.

The board will be a composite unit consisting of Two

Plates of ACM (Aluminum Composite Material),

material specifications as per clause 17001.3. The

top most plate will be of 3mm ACP in diamond shape

of 600x600mm size, riveted with MS angle iron frame

of 25mmx25mmx5mm size on back on edges. The

Lower plate will be of 4mm ACP of 1100x300mm size

riveted with MS angle iron frame of

25mmx25mmx5mm size on back on edges. Riveting

of all the sheets over angle and flat iron frame will be

done neatly to have plain surface on one side. The

angle iron frame of Both the plates will be welded to

a 75mm x75mmx6mm Mild steel post at Centre and

this post will be embeded in cement concrete M15

grade block of 450x450x600mm below ground level.

The height of the bottom of the lower plate will be

1200mm from normal ground level. The spacing

between the diamond shaped plate and Lower Plate

is kept 150mm. MMGSY logo, letters and numerals

on the ACM should be made up of Retro Reflective

sheeting of Type-1 AEGP Class-A grade as per the

latest MORD section 1700 and IRC 67-2012

15 Suvidha Path Project Information Board: Providing 2.00 Nos. 11518.04

and fixing of typical Project informatory sign board

with Logo as per 1700 of MORD specifications and

drawing. The board will be a composite unit

consisting of Three Plates ACM (Aluminum

Composite Material), material specificaitons as per

clause 17001.3. The top most plate will be of 3mm

ACM in diamond shape of 600x600mm size, riveted

with MS angle iron frame of 25mmx25mmx5mm size

on back on edges. The middle 4mm ACM plate of will

be 1200x150mm size riveted with MS angle iron

frame of 25mmx25mmx5mm size on back on edges.

The main 4mm ACM lower most plate will be

1500mmx600mm size, riveted with MS angle iron

frame of 25mmx25mmx5mm size. Riveting of all the

sheets over angle and flat iron frame will be done

neatly to have plain surface on one side. The angle

iron frame of lower most plate and flat iron frame of

the middle plate will be welded to two nos. 75mm

x75mm (12 SWG) sheet tubes posts placed at

1125mm apart centre to centre. the top of the middle

plate will be flushed with the top of 75mm dia medium

steel tube posts and these posts will be embeded in

cement concrete M15 grade block of

Village name/ Bump below ground

Ahed level. The height

sign :-Providing of

and fixing 6.00 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)...

17 Road marking with hot applied thermoplastic paints 535.00 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

18 Supplying and fixing cat eye (Stimsonite) made out 334.00 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)

19 Providing and fixing ordinary Kilometer stone of 3.00 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

painting,lettering etc. complete (For O.D. road V.R.)

20 Providing and fixing Hectometer as per I.R.C. type 7.00 Nos. 356.50

design including painting, lettering etc. complete.(ii)

Fixing in C.C. 1:5:10

21 Supplying & Fixing RCC Precast Benches of RCC 14.00 Nos. 4545.00

1:2:4 Finished with china Mosaic tiles chips and etc.,

22 Direction sign (Junction board):-Providing and fixing 6.00 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

23 Hazard Marker Sign :-Providing and fixing sing 4.00 Nos. 2423.74

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 stand 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

24 Cautionary Warning Sign :-Providing and fixing sing 18.00 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

x 45 x 60 Cms. for each leg.including excavation,

curing etc.complete under the supervision of

engineer in charge.(A) Engineer Grade(VR)

25 Regulatory/Mandatory signs :Providing and fixing 12.00 Nos. 3439.81

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)...

26 STOP SIGN:-Providing and fixing sing boards made 4.00 Nos. 4676.06

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)

27 Excavation for foundation up to 1.5m depth including 842.00 Cum. 254.36

sorting 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

28 Providing & filling in foundation with ordinary cement 92.00 Cum. 3326.71

concrete M 100 mix and providing necessary vertical

pin headers including formwork vibrating ramming &

curing complete.

29 Providing & casting in situ ordinary cement concrete 744.80 Cum. 3904.76

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.

30 Supplying fixing & joining reinforced concret heavy 30.00 rmt 3469.26

duty non 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 900mm

31 Providing and fixing Guard stone as per I.R.C. type 64.00 Nos. 350.80

design including white washing etc. complete (II)

Fixing in C.C. 1:5:10

32 Providing and fixing 20cm x 15cm x 2.5cm thick year 6.00 Nos. 279.69

plate of marble stone set in C.M. 1:4 including

Finishing and engraving letters, etc. complete

33 Wall painting (two coats) with plastic emulsion paint 271.70 Sqmt 81.38

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

34 Dismentaling the existing structure including 101.40 Cum. 932.65

removing and stacking the dismentelled materials as

and where directed. (A) R.C.C. work

35 Supplying fixing & joining reinforced concret heavy 37.50 rmt 5560.01

duty non 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 1200mm

36 Providing and laying in position FE 500/500D TMT 2.97 MT 73858.69

bar reinforcement including cutting, bending, hooking

and tying complete as per detailed drawings for the

following.(A) Piers (B) Abutments (C) R.C.C. Returns

37 Providing and Laying weep hole in abutment and 320.00 Nos. 87.07

return by using A.C. pipes of 100 mm diameter with

laying in proper grade and jointing complete etc.as

per detailed specification.

38 Providing and filter media 600mm thick as directed at 320.00 Sqmt 1279.96

the back of abutment returns & wingwall as per

detailed specification.

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