Suvidhapath

Name Of Work :- Construction of CC Pavement on NH8 to Chikhodara Hospital Road to Anand Sarsa SH Joining

Road (Chikhodara Approach Road) (VR) Km. 0/000 to 0/710 Ta.:- Anand Dist.:- Anand Under Suvidhapath (Normal)

Pkg. No. AND/SUVIDHAPATH/2025-26/11

Taluka :Anand District : Anand

1 Construction of CC Pavement on NH8 to Chikhodara Hospital Road to Anand Sarsa SH Joining Road (Chikhodara

Approach Road) (VR) Km. 0/000 to 0/710 Ta.:- Anand Dist.:- Anand

Bill of Quantities

Item of work Quantities Rate in Amount

Estimated Unit Figures in

1 Clearing and grubbing road land including uprooting rank vegetation grass 0.20 Ha. 28455.10

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 for embankment including breaking clods, dressing with all lead and 22.00 Cum 180.88

lift (including watering and consolidation) (C) From Borrowarea within all lead

3 Box cutting the road surface to proper slope and camber for making a base for 2203.00 Cum 109.42

road work including removing the excavated stuff and depositing on the road

side slope as directed upto all lead.

4 Providing laying and spreading mix material gradation equivalent to GSB grade 778.00 Cum 1475.67

II ,MCBT Metal 20-40 mm with Fine aggregate material in required proportion

so as to have, mixing in place with rotavator and grading with mortar grader at

OMC and compacted with vibratory roller 80 to 100 KN static weight to achieve

desired density etc. complete

5 Supplying and fixing reinforced concrete heavy dutynon-pressure pipes with 12.00 Rmt 1053.39

collars for culverts includingsetting and joining the pipes in C.M. 1:2 watering

andlaying (To level of slops of I.S. 458 / 1971 Class NP4 offollowing internal

diameter. (i) 300 mm dia.

6 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete 861.00 Sqmt 706.93

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. Complete.

7 Dry Lean Cement Concrete Sub- base:- Construction of dry lean cement concrete 381.00 Cum 2125.04

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 150 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 Cement Concrete Pavement:- Construction of un-reinforced, dowel jointed, plain 994.00 Cum 6343.81

cement concrete pavement over a prepared sub base with concrete grade M300,

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

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

9 Providing & fixing logo board of Suvidhapath as per standard design of National 1.00 Nos. 3651.15

Rural Road Development Agency diamond size 600 x 600 mm , 1.50mm thick

plate & board size 900 x 250mm , 1.50mm thick M.S. plate and 2.40 meter deep

length single angle 75 x 75 x 6 mm size incl. fitting & painting lettering with

luminous colour as per drawing including fixing in C.C. 1:3:6 etc. complete.

Rupees Ninety One Lakh(s) Thirty nine Thousand One Hundred Thirty Nine And Paise Eighty Four Only

I / We am / are willing to carryout the work at ………..% above/Below percent (………………………. Percent above/Below)

(Should be written in figure and words) of the estimated rates mentioned above. Amount of my / our tender worked out as

Estimated amount put to tender Rs: ……………. Estimated amount put to tender Rs: …………...

Deduct……% below Rs: …………………………. Add……% above Rs: ………………………….…

(Please strike out which ever is not applicable.)

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.

Quantities rate and wordings of items are as per estimate and calculation in the Sch. - B are airthmatically checked.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found

Sr.Divisional Account Officer Dy.Executive Engineer

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

Signaturre of contractor Executive Engineer

with seal Panchayat (R & B) Division

02. Sch B_Suvidhapath_Anand_Pkg_11 Page