ERM Work From ch 1480 m to ch 2030 m of Guhai Main canal of Guhai W R Project Ta Himatnagar

BILL OF QUANTITIES

of ERM Work From Ch. 1480 m to Ch. 2030 m of Guhai main canal of Guhai W.R.Project. Ta-Himmatnagar

MEMORANDUM SHOWING THE DETAILS OF ITEM OF WORK TO BE CARRIED OUT

Quantity Approved RATE

Item estimated but

Item of Work In Figure Unit Amount

No. may be more

or less Rs. Ps.

1 Dismentalling the Existing Stone including sorting out

useful material and removing the debris and making

good the damages etc complete as directed in cement

2 Dismantling the existing foundation concrete including

sorting out the dismentalled stuff and stacking the useful

material, removing the debris and making good the 205.83 1155.20 cum

damages etc. complete as and where directed. Cement

3 Providing & Placing in position reinforcement bars

including cutting, bending, welding joints where

necessary, hooking etc. complete as per drawing for

all lead and lifts.TMT / CRS (FE 500 D)

4 Providing & Laying in position "DESIGN MIX" cement

concrete using cement sand and crushed aggregate

for C.C./ R.C.C work by "FLORI" including necessary

formwork, centering, scaffolding, compaction by

vibrator, curing as directed with all lead & lift etc

complete without dewatering and excluding the cost 1967.45 4543.00 Cmt.

of steel reinforcement (A) For Footing of column /

Abutment / Pier / Bottom slab of barrel / Plinth course

/ Coping / Approach Slab etc. (c) Concrete grade M-

20 and MSA-20 mm

5 Providing and fixing in position pre-moulded asphalt

or bitumen cork board of approved quality and 79.42 1508.90 Smt

specifications as per design and drawing. 25 mm

6 Earth work in embankment using selected soil, soft &

hard murrum excavated from approved borrow area /

village tanks etc. Including conveying, spreading in

uniform layers, breaking clods and dressing to the

designed canal section etc. with lead upto 500m and

all lifts (for canals having capacity up to 300 Cusec)

7 Compaction for making embankment for canal by

laying in regular layers of 15 cm in thickness

including breaking clods to 25 mm size incl. light

rolling by suitable rollers with slight watering to

facilitate rolling and dressing the side slopes etc.

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 out as under :-

Estimated amount put to tender Rs. Rs.

Deduct :- …………….. % below Rs. Rs.

Total:- Rs. Rs.

* (Please strike out whichever is not applicable)

Signature of Contractor Deputy Executive Engineer

Himmatnagar Irrigation Sub Division no.

Executive Engineer

Sabarkantha Irrigation Sub Division