2216 HOUSING M & R To RESIDENTIAL BUILDING PROVIDING HOUSE CHAMBER CONNECTION TO NEW DRAINAGE LINE FOR GOVERNMENT QUARTERS IN SECTOR-7 AND SECTOR-13 AND GOVERNMENT COLLEGES IN SECTOR-15 GANDHINAGAR.

MEMORANDUM SHOWING THE ITEM OF WORK TO BE CARRIED OUT

It. Quantities Item of Estimated Rates Unit Total amount

It. Quantities Item of Estimated Rates Unit Total amount

No. estimated but Work according to

may be more In In Words estimated

or less Figures quantities

Excavation for foundation upto 1.5 m depth including One Hundred

sorting out and stacking of useful materials and

1 912.00 disposing off the excavated stuff upto 50 Meter lead.(A) 123.13 Cu.m.

Loose or soft soil Rupees and Thirteen

Providing laying (to level or slopes) and jointing Two Hundred Fifty

reinforced concrete Light duty non-pressure pipes I.S.

Seven Rupees and

class NP2 of the following internal diameter with

2 981.00 collars and butt ends prepared for collar joints 257.19 Nineteen Paisa Only Rmt

including testing of joints complete.(B) 150mm

Providing and laying compacted W.B.M. 100 mm thick One Thousand Nine

of Machine crushed BT metal of size of 45mm to 63mm

Hundred Fifty One

with 12% stone screening 13.20 mm size binding

3 202.00 materials at 0.08Cum/10- Sqm including spreading, 1951.29 Rupees and Twenty Cu.m.

watering and consolidation each disposited layer by Nine Paisa Only

ramming and watering.

Filling available excavated earth (excluding rock) in One Hundred Thirty

trenches. plinth, sides of foundations etc. in layers not

4 694.00 exceeding 20 cm. in depth consolidating each 136.92 Cu.m.

disposited layer by ramming and watering. Ninety Two Paisa

Constructing brick masonry chamber for underground Three Thousand

inspection chamber and bends with bricks having

Fifty Nine Rupees

crushing strength Not less than 35 kg/cm2 in C.M. 1:5

with FRC cover (20T) with frame. Foundation concrete and Thirteen Paisa

1:5:10 inside plaster 15 mm thick with cement mortar Only

5 110.00 1:3 finished smooth with a floating coat of neat cement 3059.13 No.

on walls and bed concrete etc. complete. Inside

dimensions 455 mm * 610mm and 450 mm deep for

single pipe line.

150 mm Dia Core Cutting in underground inspection Six Hundred Ninenty

chamber for pipe Connection House chamber to

6 110.00 696.90 Six Rupees and No.

drainage chamber as per direction of EIC

Nineteen Paisa Only

Providing and fixing to PVC SWR pipes IS 13592 for Six Hundred Sixty

Drain - 160 mm dia with special falnge compression

type fittings, clips etc. including making good the

inspection chamber or manhole etc with proper slope Twenty Six Paisa

and connection 160 mm as per direction of engineer in Only

Providing and fixing to PVC SWR pipes IS 13592 for Three Hundred

Drain - 110 mm dia with special falnge compression

Thirty Nine Rupees

type fittings, clips etc. including making good the

8 654.00 inspection chamber or manhole etc with proper slope 339.99 and Ninety Nine Rmt

and connection 110 mm as per direction of engineer in Paisa Only

TOTAL CIVIL WORK AMOUNT

Rupees Twenty Five Lakh Seventy Two Thousand Ninety Two and Eighty Seven paisa Only

I/We am/are willing to carry out the work at __________________________________% above/below ___________

percent (should be written in figures and words) above/ below the estimated rates mentioned above. Amount of my/ our

tender work out as under.

Estimated Amount Estimated Amount

Put to tender Rs. 2572092.87 Put to tender Rs.

Deduct % below Rs. Add % above Rs.

Total Rs. Total Rs.

Note 1 All the work shall be carried out as per Public works Department Hand Book and other specification of the Division or

Note 2 All the columns in the Schedule B filled in INK and the total of the entries in the last column should be struck by the

Contractor under his Signature.

Note 3 Rate quoted include clearance of site (prior to commencement of work and at its close) in the respects and hold good

for work under all conditions, site moisture, weather etc. complete.

Dated Signature of the Executive Engineer

Contractor Capital Project Division No.1