Nadiad Mahudha Kathlal Kapadwanj Bayad Modasa To Raigadh Joining To NH-8 (Ch.62/600 To 92/200) (74/830 To 76/630 Bayad City Portion & 89/100 To 91/000 Dhansura City Portion) Taluka : Dhansura & Bayad District : Arvalli

Item Rate In

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

1 Clearing and grubbing road land including 5.18 28455.09 Hect

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 jungle

2 Box cutting the road surface to proper slope 11587.00 109.05 Cum

and camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope as directed.

3 Dismentaling the existing structure including 1746.00 930.23 Cum

removing and stacking the dismentelled

materials as and where directed. (A) R.C.C.

4 Earthwork for embankment including breaking 18260.00 131.93 Cum

clods, dressing with all lead and lift and

including watering rolling and consolidation of

subgrade in layers at O.M.C. to required dry

density including filling the depression which

occur during the process using power roller 8T

to 10T. (E) From Borrow area with All Lead &

5 Construction of B.T.M.C. granular sub-base by 6827.00 1110.81 Cum

providing granular material of Grading II,

spreading in uniform layers with motor grader

on prepared surface, mixing by mix in place

method with front end loader at OMC, and

compacting with vibratory roller to achieve the

desired density, complete as per clause

6 Providing and laying controlled cement 5148.90 3975.77 Cum

concrete M.150 for curing complete excluding

cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations,

footings, Base of columns and Mass concrete

Description of Item

Item Rate In

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

7 Providing and fixing pre-cast Rubber Dye / 44400.00 706.93 Sqmt

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 :

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.

8 Providing and fixing pre-cast concrete kerb 14800.00 606.08 Rmt

stone of gray cement based concrete block

30cm length, 45cm 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 (1

cement: 3 fine sand) etc complete.

9 Providing and fixing heavy-duty city portion 40000.00 106.29 Kg.

railing over kerb including fabrication, supply,

and installation of mild steel (M.S.) components

as per approved drawings. The railing shall

comprise a top horizontal M.S. pipe of 80 mm

outer diameter and 3 mm wall thickness,

supported by solid M.S. vertical bars of 25 mm

diameter (or square section) spaced at 100 mm

center-to-center. The railing height shall be

approximately 1000 mm above the kerb or as

per site requirement. The vertical bars shall be

welded to the top rail and fixed firmly to the

kerb using 6 mm thick M.S. base plates of size

100 mm x 100 mm, anchored with minimum

mm diameter and 100 mm long anchor

fasteners grouted with approved chemical

anchors. All steel surfaces shall be cleaned

thoroughly by wire brushing, followed by one

coat of zinc primer and two coats of synthetic

enamel paint in an approved shade (total three

coats). All welding joints shall be smooth,

continuous, and finished neatly to provide a

strong, safe, and aesthetically pleasing railing

suitable for public urban areas, complete in all

respects as per instructions and specifications.

10 Excavation for foundatiuon upto 1.5 m depth 6576.00 253.85 Cum

incl. Sorting out & stacking of useful material &

disposing of the excavated stuff upto 50m.

Lead. (B) Dense or hard soil.

Description of Item

Item Rate In

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

11 Providing and laying controlled cement 1793.00 4655.93 Cum

concrete M.250 and curing complete excluding

the cost of formwork and reinforcement for

reinforced concrete work in (B) Walls, from top

of foundation level upto floor two level

12 Providing TMT Bar FE 500D reinforcement for 98615.00 77.29 Kg.

R.C.C. work including bending, binding and

placing in position complete upto floor two

13 Providing and laying Weep hole in abutment 2490.00 86.73 No.

and return by using PVC. pipe of 100 mm dia

including laying in proper grade and joining

complete etc as per details specification.

Total Rs.

Rupees Nine Crore FiftyNine Lakh SixtyThree Thousand One Hundred Twelve and Paisa

TwentyFive Only

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

percent (should be written in figure 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

Net Rs.__________________ Net Rs.__________________

In words __________________ In words __________________

1 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.

2 The labour cess 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 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.

Signature of Contractor

Deputy Executive Engineer Executive Engineer

R.& B. Sub Division R.& B. Division

Modasa Modasa