CONSTRUCTION OF CAUSEWAY ON BHANVAD TO FATEPUR & SAI DEVALIYA ROAD(BHANVAD TO LERI SAGAR), BHANVAD. (2ND ATTEMPT).

Item Quantities Item Descrption Estimated Rates Unit Total Amount

1 45.00 Excavation for foundation in sand, gravel, clay soft 486.77 Rupees Four Hundred Eighty Six Cum

soils and murrum etc. including shoring, strutting and Seventy Seven Paise

dewatering as necessary and disposing of the

excavated stuff as directed.(A) Depth upto 3.0 M. and

lead upto 100m for 10 Cum.

2 45.00 Excavation for foundation in hard murrum and 582.21 Rupees Five Hundred Eighty Two Cum

boulders and very stiff or sticky, clays and other and Twenty One Paise

similar strata including shoring and strutting and

dewatering as necessary and disposing of the

excavated stuff as directed .

3 14.00 Providing and filling in foundation with ordinary 3245.56 Rupees Three Thousand Two Cum

Cement concrete M-100 mix and providing necessary Hundred Forty Five and Fifty Six

vertical pin headers including formwork, vibrating, Paise

ramming and curing complete.

4 92.00 Providing and casting in situ controlled cement 5050.91 Rupees Five Thousand Fifty and Cum

concrete M-200 for R.C.C. return as per drawings Ninety One Paise

including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing

complete.(A) Height from 0.0 to 5.0 M. (1) Piers (2)

Abutment (3) RCC return

5 60.00 Providing & laying weep hole in Aburtments, and 82.57 Rupees Eighty Two and Fifty Nos.

returns by using A.C. pipe of 100mm including laying Seven Paise

in proper grede and jointing the completed as per

detailed specification.

6 90.00 Filling available excavated earth (excluding rock) 130.39 Rupees One Hundred Thirty and Cum

in trenches. plinth, sides of foundations etc. in Thirty Nine Paise

layers not exceeding 20 cm. in depth consolidating

each disposited layer by ramming and watering.

9 5.52 Providing and laying in position FE 500D TMT bar 73217.53 Rupees Seventy Three Thousand MT

reinforcement including cutting, bending, hooking and Two Hundred Seventeen and Fifty

tying complete as per detailed drawings for the Three Paise

following.(A) Piers (B) Abutments (C) R.C.C. Returns

9 34.00 Providing laying (to level or slopes) and 1381.20 Rupees One Thousand Three Rmt.

jointingreinforced concrete Light duty non-pressure Hundred Eighty One and Twenty

pipes I.S. class NP2 of the following internal diameter Paise

with collars and butt ends prepared for collar joints

including testing of joints complete.

9 4.50 Providing and laying cement concrete 1:5:10 (1- 2517.44 Rupees Two Thousand Five cum

Cement : 5- Coarse sand : 10- hand broken stone Hundred Seventeen and Forty

aggregates 40 mm nominal size) and curing complete Four Paise

excluding cost of formwork in

(A) Foundation and Plinth

BHANVAD MUNICIPALITY

Construction of Causeway on Bhanvad to Fatepur & Sai Devaliya Road(Bhanvad to Leri sagar), Bhanvad (2nd Attempt)

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated but in Figure in Words according to

may be more estimated

or less quantities.

7 27.00 Providing and laying compacted WBM 150mm thick 974.03 Rupees Nine Hundred Seventy Cum

of grade II by using machine crushed B.T. metal of Four and Three Paise

size 45mm to 63mm, with using 13% screening

size and 7% stone dust as binding materials, including

spreading watering and consolidation with all lead and

8 18.00 Providing and filling in foundation with ordinary 3245.56 Rupees Three Thousand Two Cum

Cement concrete M-100 mix and providing necessary Hundred Forty Five and Fifty Six

vertical pin headers including formwork, vibrating, Paise

ramming and curing complete.

9 27.00 Providing and laying in position control cement 6283.92 Rupees Six Thousand Two Cum

concrete M-200 grade concrete for using cement Hundred Eighty Three and Ninety

content as per approved design mix, improve Two Paise

workability without impiring strength and durability as

per direction of the engineer-in-charge. (Min cement

level as per latest IS 456 shall be maintained) (Cement

level 360kg) for 150mm thick trimix C.C. road with

trimix vaccum dewatering system work with power

trowling sheet form with M.S. channels, surface

vibrator with providing road expansion joint having

size 6mm x 50mm by concrete cutter machine and

filled with Bitumin finishing with necessary all

equipment, all labour charges complete.

One percent of the Estimated cost of work put to tender shall be recovered from the running bills of the contractor as testing charges, after deducting

the cost of material proposed in scheduled-A at basic rate. One percent labour cess will be deducted from contractor’s bill.

I/ We am/are willing to carry out the work at _____________________% above / below _____________________________%

(should be writtern in figure and words)

below / above the estimated rates mentioned above amount of my / our tender works out as under :-

Estimated amount put to tender : Estimated amount put to tender :

Signature of contractor CHIEF OFFICER

BHANVAD MUNICIPALITY

BHANVAD MUNICIPALITY

Construction of Causeway on Bhanvad to Fatepur & Sai Devaliya Road(Bhanvad to Leri sagar), Bhanvad (2nd Attempt)

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated but in Figure in Words according to

may be more estimated

or less quantities.

1) All the work shall be carried out as per MOST specification and specification on the division or as directed.

Rates quoted includes clearance of site (prior to commencement of work and at its closed) in all respects and held gross for under all conditions, site moisture

In RCC item when there is change in grade of concrete mix or change in consumption of cement as per actual mix design then the difference in consumption of

cement shall be deducted from the rate of original item valued at the star rate as mentioned in tender. However no extra payment shall be made for use of

additional Quantity of cement as per actual concrete mix design. Concrete mix design shall be done in GERI laboratory only.

The Contractor shall exhibits a board as per Govt. circular No. 2DK – 3277 / 1657 N Dt. 26–01-73 with detail of specification and details of work and amount

4) involved at site without any payment as directed by the Engineer in charge.

Testing of materials be as per statement attached with the Specifications, the materials shall be tested in G.E.R.I. Bill for testing shall be paid by the CHIEF

5) OFFICER and 1% of the (one percent) of amount put to tender after shall be recovered from the running account bills of the works. (As per G.R. (R&B) Deptt.,

6) The contractor shall quote even "NIL" if no reduction is proposed.

One precent of estimated cost put to tender for this work shall be recovered from the contract payments as "LABOUR CESS". In terms of the Gujarat

7) Government Gazette Extra ordinary dated 12.12.04. Implementation of building and other construction workers regulation of equipments and conditions of

service Act-1996)

8) Photographs of before work and after work will be submitted by the contractor at the time of each bill submission.

The contractor is solely responsible to bare all applicable taxes. I.e. GST etc. and department will not entertain any contractor representation to reimburse any

9) financial burden due to applicable taxes : i.e. GST etc.

Signature of contractor CHIEF OFFICER

BHANVAD MUNICIPALITY