Construction For C.C.Road from Bindusarover Bus Station (Main Highway) To Sanngar Gate To Railway Over Bridge Main Road at Siddhpur Nagarpalika Siddhpur (2nd Attempt)

Name of Work : Construction For C.C.Road from Bindusarover Bus Station (Main Highway) To Sanngar Gate To

Railway Over Bridge Main Road at Siddhpur Nagarpalika Siddhpur(2nd Attempt)

Memorandum showing items works to be carried out :

Item QuantitiesEs Item Of Work Tendered Rate Unit Total Amount

Item QuantitiesEs Item Of Work Tendered Rate Unit Total Amount

No. timated Qty. according to

In Figure In Words

Construction For C.C.Road from Bindusarover Bus Station (Main Highway) To Sanngar Gate To Railway Over Bridge Main Road

at Siddhpur Nagarpalika Siddhpur

Demolition and disposal of unserviceable materials with all Rupees Six Hundred Fifty

1 858.00 lead and lift.(i) cement concrete. 652.69 Two and Paise Sixty Nine Cu.Mt

Providing & laying cement concrete 1:4:8 (1 cement :

coarse sand : 8 Crushed stone aggregates 40 mm nominal

size) and excluding cost of reinforcement in reinforced

concret for following grades, machine vibrated concrete

Rupees Two Thousand

using graded hard stone aggregate of 40mm nominal size

obtained from quarry including mechanical mixing,

2749.06 Seven Hundred Forty Cu.Mt

mechanical vibrating, compaction, finishing, curing Nine and Paise Six Only

Completed as approved by the Architect and Engineer-in-

charge, in cement mortar in proportion recommended by the

manufacturer.., (A) Foundation and plinth.

Providing and Laying cement concrete 1:1.5:3 (1 Cement :1.5

Course sand :3 graded stone aggregate 20mm nominal size)

for C.C. road and curing. Finising the cement concrete road

Rupees Four Thousand

by trimix process inclusive of labour charges for trimix

Three Hundred Forty

3 490.00 surfece floater, surface vibrator including channeling and 4349.25 Cu.Mt

making grooves % rough finish to surface by providing Nine and Paise Twenty

expansion joints, construction joint and Contraction joint Five Only

with fillings of joints with asphalt filler as per direction by

engineer incharge and as per Specification

Raising of I.C. Chamber av 0.180 mtrs Height with Brick

Masonary in C.M 1:6 at top including cost of excavation

refiting of frame & cover in C.C. 1:2:4, Plastring in C.M 1:3 Rupees Nine Hundred

4 7.00 curring % Disposal of Dismentaling Material from site etc. 958.91 Fifty Eight and Paise Nos

Completed incl. all carting and providing of materials which Ninety One Only

is required for the purpose (except frame and Cover)

TOTAL AMOUNT PUT TO TENDER Rs…………

TOTAL AMOUNT PUT TO TENDER Rs…………

Estimated amount Estimated amount

Put to tender Rs …3709507.00 Put to tender Rs…3709507.00

Deduct .............% below Rs………… Add............% above Rs……………

Total Rs………… Total 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.

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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 this signature.

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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,

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

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The Chief Officer

Siddhpur Nagarpalika