Suvidhapath

Name of Work :- Construction of CC Pavement on Navapura Bhatpura Approach Road (MDR) Km. 0/000 to 0/405 Ta.:-

Umreth Dist.:- Anand Pkg. No. AND/SUVIDHAPATH/2025-26/09

Taluka :Umreth District : Anand

1 Construction of CC Pavement on Navapura Bhatpura Approach Road (MDR) Km. 0/000 to 0/405 Ta.:- Umreth Dist.:-

Bill of Quantities

Item of work Quantities Rate in Amount

Estimated Unit Figures in

1 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 1519.00 sqmt 41.61

cm.depth including stacking useful materials on road side and disposing

off remaining stuff.

2 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

3 Earthwork for embankment including breaking clods, dressing with all lead and 1247.00 Cum 180.88

lift (including watering and consolidation) (C) From Borrow area with in all lead

4 Box cutting the road surface to proper slope and camber for making a base for 429.00 Cum 109.42

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

side slope as directed upto all lead.

5 Providing laying and spreading mix material gradation equivalent to GSB grade 359.00 Cum 1322.76

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

6 Supplying and fixing reinforced concrete heavy dutynon-pressure pipes with 22.50 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.

7 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete 621.00 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.

8 Dry Lean Cement Concrete Sub- base:- Construction of dry lean cement concrete 235.00 Cum 2691.65

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 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

conventional method, compacting with 8-10 tonnes vibratory roller, finishing and

curing etc. complete.

9 Providing & Casting in situ ordinary cement concrete M-200 mix with Trimix 446.00 Cum 5099.49

C.C Road laid as directed including temping, vibrating, finishing, curing and

filling in joints with bitumen etc as per Engineer Incharge.

10 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, 12265.00 kg. 77.29

binding and placing in position complete upto floor two level

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

11 Providing & fixing logo board of Suvidhapath as per standard design of National 1.00 Nos. 4198.57

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 Fifty One Lakh(s) Thirty Eight Thousand Forty One And Paise Fifty One 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

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