Constructing a storm water Drainage line (Gutter) work on Nadisar chhapariya road on Chainage km 0/00 to 0/300 ta Godhra Di.Panchmahal.

Name Of Work :- Constructing a storm water Drainage line (Gutter) work on Nadisar chhapariya road on Chainage km

0/00 to 0/300 ta Godhra Di.Panchmahal.

1 Constructing a storm water Drainage line (Gutter) work on Nadisar chhapariya road on Chainage km 0/00 to 0/300 ta Godhra D

Bill of Quantities

Item of work Quantities Rate in Amount

Estimated Unit Figures in

1 Excavation for foundation upto 1.5M. depth including sorting out and stacking of 1065.00 Cum 189.31

useful materials and disposing of the excavated stuff upto 50 meter lead.(A)

Loose or soft soil

2 Providing and filling in foundation with ordinary Cement concrete M-100 mix 53.00 Cum 3212.00

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

3 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 300.00 Meter 5530.95

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

and laying (To level of slops of I.S. 458 / 1971 Class NP3 of following internal

diameter.(vi) 1200mm dia.

4 Filling available excavated earth (excluding rock) in trenches. plinth, sides of 517.00 Cum 130.40

foundations etc.in layers not exceeding 20cm. In depth consolidating each

disposited layer by ramming and watering.

5 Constructing Manhole with R.C.C. top slab in 1:1.5:3 mix (1-cement : 1.5- 15.00 No 77073.10

coarsesand : 3-graded stone aggregate 20mm nominal size) foundation concrete

(P.C.C) 1:2:4 mix (1-cement:2-coarse sand: 4graded stone aggregate 20mm

nominal size) Brick Work Using Brunt clay building bricks having crushing

strength not less than 35kg/Sq.cm with Cement mortar 1:6 in side plastering

15mm thick with Cement Mortar 1:3 (1-Cement:3-coarse sand) finished

Smooth(i) In side size1840mm x 1840mm and Depth 2.30mt.or as per site

condition and drawing including Precast cover without frame size750x750mm

(heavy Duty M-10) CI Steps 150mm c/c alternate as per detailed Drawing.

Credit For Diversion

Rupees Thirty Two Lakh(s) Fifty Four Thousand Six Hundred Forty Nine And Paise Forty Five 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.

01.Sch B Strom Water Gutter Nadisar Chhapariya Shahera Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

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

01.Sch B Strom Water Gutter Nadisar Chhapariya Shahera Page