suvidhapath-2025-26 Const of C.C. Road on Vanskui Kadhaiya Hanuman road Ch 0/0 to 1/130 Ta: Ambika Dist: Surat

Name of Work:- સુવિધાપથ યોજના િર્ષ 2025-26. Const of C.C. Road on Vanskui Kadhaiya Hanuman

road Ch 0/0 to 1/130 Ta: Ambika Dist: Surat.

: : 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 0.45 Hect 28455.09

uprooting trunk vegetation, grass bushes,

shrubs, saplings and tree 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 Earth work in cutting in all sorts of soil and soft 343.24 Cum. 134.63

murrum including conveying and spreading the

stuff embankment as and where directed within

200 meter from the end of cutting with all

required lead and lift.

3 Earth work for embankment including breaking 837.00 Cum. 177.91

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 100 KN (E)

From borrow area within 3.00 Km Lead

4 Box cutting the road surface to proper slope and 1446.40 Cum. 109.41

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 723.20 Cum. 644.38

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 Consructing of granular sub-base Gr-II by 827.50 Cum. 593.88

providing 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 Construction of dry lean cement concrete Sub- 664.50 Cum. 3223.92

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 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.

8 Construction of un-reinforced, dowel jointed, 1449.92 Cum. 7257.86

plain cement concrete pavement over a

prepared sub base with concrete grade M

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 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

9 Providing and fixing pre-cast Rubber Dye / steel 1356.00 Sqmt 706.93

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

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

10 Supplying and fixing reinforced concrete heavy 20.00 rmt 659.99

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)

11 Suvidha Path "Logo" Board : Providing and 1.00 Nos. 5007.58

fixing of 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

12 Suvidha Path Project Information Board: 1.00 Nos. 11529.15

Providing 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

13 Village name/ Bump Ahed sign :-Providing and 1.00 Nos. 5045.36

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 Grade(VR)

14 Supplying & Fixing RCC Precast Benches of 2.00 Nos. 4040.00

RCC 1:2:4 Finished with china Mosaic tiles chips

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