Shifting of Strom Water Drain for the Work of Construction of Major Bridge on the Sarsavati River Ch.109/000 on Ahmedabad-Mehsana-Palanpur Road

Name of Work :-

Shifting of Strom Water Drain for the Work of Construction of Major Bridge on the Sarsavati River Ch.109/000

on Ahmedabad-Mehsana-Palanpur Road

Bill of Quantity

It Quantities Item of Work Estimated Rate Unit Total Amount

It Quantities Item of Work Estimated Rate Unit Total Amount

No. estimated According to

but may Rs. In In Words Estimated

be more Figures. Qty.

1 3,127.50 Excavation for foundation upto 1.5m depth 128.79 Rupees One Cum

including sorting out and stacking of useful Eight And Paise

materials and disposing off the excavated stuff Seventy Nine Only

upto 50 Meter lead.

(A) Loose or soft soil

2 3,127.50 Excavation for foundation for depth from 1.5 m 142.78 Rupees One Cum

to 3.0 m including sorting out and stacking Two And Paise

of useful materials and disposing off the Seventy Eight

excavated stuff upto 50 Meter lead.

(A) Loose or soft soil

3 278.00 Providing and laying cement concrete 1:5:10 (1- 2,497.54 Rupees Two Cum

Cement : 5- Coarse sand : 10- Machine Crush Hundred Ninety

Black Trap hand broken stone aggregates 40 Seven And Paise

Fifty Four Only

mm nominal size) and curing complete

excluding cost of formwork in

(A) Foundation and Plinth

4 695.00 Supplying and fixing reinforced concrete heavy 5,560.01 Rupees Five Rmt.

duty non-pressure pipes with Spigot & Socket Hundred Sixty And

Joint for Sewer lines carrying heavy traffic as Paise One Only

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.

(vii) 1200mm dia.

5 152.90 Providing and casting in situ Ordinary cement 3,573.53 Rupees Three Cum

concrete M-150 for R.C.C. Raft and cut-off Hundred Seventy

walls including necessary shuttering laying, Three And Paise

Fifty Three Only

vibrating, ramming and curing complete.

6 7,645.00 Providing TMT Bar FE 500D / 550D 77.29 Rupees Seventy Kg

Seven And Paise

reinforcement for R.C.C. work including Twenty Nine Only

bending, binding and placing in position

complete upto floor two level.

7 5,186.00 Filling available excavated earth (excluding 137.47 Rupees One Cum

rock) in trenches. plinth, sides of foundations Seven And Paise

etc. in layers not exceeding 20 cm. in depth Forty Seven Only

consolidating each disposited layer by

ramming and watering.

C:\Users\Asus\Desktop\NIVIDA-26\DTP Utiliti Shifting Saraswati River\DTP Sar. Bridge (pipe Shift.) Sh-B Page 1 of

It Quantities Item of Work Estimated Rate Unit Total Amount

It Quantities Item of Work Estimated Rate Unit Total Amount

No. estimated According to

but may Rs. In In Words Estimated

be more Figures. Qty.

8 35.00 Constructing Manhole with R.C.C. top slab in 30,293.79 Rupees Thirty No.

1:2:4 mix (1-cement :2-coarse sand : 4-graded Hundred Ninety

stone aggregate 20mm nominal size) Three And Paise

Seventy Nine Only

foundation concrete 1:3:6 mix (1-cement : 3-

coarse sand :6-Machine Crush Black Trap hand

broken stone aggregates 40 mm nominal size)

inside plastering 20mm thick with Cement

Mortar 1:3 (1-Cement : 3-coarse sand) finished

with a floating coat of neat cement and making

channels in cement concrete 1:2:4 mix (1-

Cement :2-Coarse sand :4-stone aggregate

20mm nominal size) finished smooth complete

including curing and festing (i) Inside size

1500mm x 2000mm and 1.5M. deep including

C.I. cover with frame size 560mm diameter total

weight of cover and frame to be not less than

128 kgs. (Wt. of cover 64 Kg. and Wt. of frame

(A) With 230mm thick walls of brick msonry

using brick having crushing strength not less

than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1-

Cement: 5-Coarse sand)

(4) D type depth 3.15 Metre for 150mm

diameter sewer.

I / We am / are willing to carry out the work at …………………………………. % Above / Below percent

(Should be written in figures and words) of the estimated rates mentioned above. Amount of my / our tender works

Estimated Amount Estimated Amount

Put to Tender Rs……………………. Put to Tender Rs…………………….

Add ……..…. % Above Rs……………………. Deduct .………. % Below Rs…………………….

Net Rs……………………. Net Rs…………………….

* (Please strike out whichever is not applicable)

Note 1 :- All work shall be carried out as per public works department Handbook and other specifications of

Division or as directed.

Note 2 :- All the columns is Schedule should be filled in ink and the total of the entries in the last column

should be struck by the contractor under his signature.

Note 3 :- Rates quoted include clearance of site (prior commencement of work and at its close) in all

respects and hold good for work under all conditions, site, moisture, weather etc.

Note 4 :- To be continued on additional sheets, if found necessary.

Dated Signature of the contractor

C:\Users\Asus\Desktop\NIVIDA-26\DTP Utiliti Shifting Saraswati River\DTP Sar. Bridge (pipe Shift.) Sh-B Page 2 of

It Quantities Item of Work Estimated Rate Unit Total Amount

It Quantities Item of Work Estimated Rate Unit Total Amount

No. estimated According to

but may Rs. In In Words Estimated

be more Figures. Qty.

Deputy Executive Engineer Executive Engineer

Road & Building Sub Division Road & Building Division

C:\Users\Asus\Desktop\NIVIDA-26\DTP Utiliti Shifting Saraswati River\DTP Sar. Bridge (pipe Shift.) Sh-B Page 3 of