Providing And Laying Drainage Pipe Line At Aligadh Water Works at Viramgam Nagarpalika, Viramgam.(2nd Attempt)

Name of Work :-Providing And Laying Drainage Pipe Line At Aligadh Water Works at

Viramgam Nagarpalika, Viramgam.

Memorandum showing items works to be carried out :

Item Quantities Item Of Work Tendered Unit Total Amount

Item Quantities Item Of Work Tendered Unit Total Amount

No. Estimated Rate according to

Qty. In Figure estimated

Excavation for Pipeline Trenches : Excavation for pipe line

trenches incl.all safety Provisions using site rails and Stacking

excavated stuff up to a lead of 90.oo mts Cleaning the site etc.

Completed for lifts and strata as Specified. Up to 1,50 mt Depth (d)

In hard rock and /or C.C. 1:2:4 or RCC with Blasting and Chiseling

or by chiseling Only

Excavation for Pipeline Trenches : Excavation for pipe line

trenches incl.all safety Provisions using site rails and Stacking

1A 287.00 excavated stuff up to a lead of 90.oo mts Cleaning the site etc. 102.35 Cum

Completed for lifts and strata as Specified. Up to 1.50 mt Depth (a)

In all Sorts of Soiles and soft Murrum

Excavation for Pipeline Trenches : Excavation for pipe line

trenches incl.all safety Provisions using site rails and Stacking

1AA 218.00 excavated stuff up to a lead of 90.oo mts Cleaning the site etc. 112.70 Cum

Completed for lifts and strata as Specified. 1.50 mt to 3.00 mt Depth

(a) In all Sorts of Soiles and soft Murrum

Providing and supplying ISI Standard R.C.C. pipes(of Sulphate

Resisting Cement) in standard lengths of following class and

diameter suitable for either collar joints or rubber ring joints

2 170.00 including all taxes, insurance, transportation, freight charges, 755.00 Rmt

octroi, inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. (B) Class NP3 Test Pressure

kg/sq.cm 300mm dia

Lowering, laying and jointing R. C. C. pipes in C. M. 1:1 1/2 of

following diameters in proper position, grade and alignment at all

2A 170.00 level as directed by Engineer-in-charge including conveyance from 136.85 Rmt

stores to site of work, labour, giving hydraulic testing as per ISI

code. 300mm Dia

Sewer Manholes: Providing and constructing Sewer manholes,

scraper manholes and unit house connection chamber, as per the

type design in brick masonry in C. M. 1:5 and inside and outside

20mm thick plastering in C. M. 1:3 necessary 100 mm coping with

reinforcement in R.C.C.M. 200 fixing C. I. steps and fixing manhole

frame and covers (But excluding supply of manhole frame and

covers) over manholes and house connection chambers and fixing

3 6.00 Manhole covers (but excluding supplying of manhole covers) over 17816.95 Nos

scraper manhole etc. complete. providing and fixing safety chain

wherever necessary as per the stipulations in the type design

complete as per latest CPHEEO manual. (excl. excavation).

(A)Manhole type "A" Circular type having inside diameter of

mm for depth upto 1.5 m depth (for 150 mm to 500 mm dia sewer)

3A 6.00 Extra Depth 1.5m to 3.0 M for "A" type manhole 7622.20 Rmt

Refilling of Pipeline trenches : Refilling the pipe line trenches incl.

4 515.00 ramming, watering Consolideting desposal of surplus stuff as 25.30 Cum

directed within a radius of 3 Km

RCC Precasr M.H Frame & Cover - Heavy Duty RCC Precasr M.H

Frame & Cover Manufacture Supply & Delivery at Store or at site of

work Precast RCC M -200 Frame & Cover Suilable to Drainage M.H

5 6.00 and per type design & Drawing including cost of Reinforcement M.S. 1289.15 Nos

Angles or Flat Curing mold work etc. a) For Sewer manholes -

Heavy Duty (i) Frame suitable for 560 mm Dia opening of MH

RCC Precasr M.H Frame & Cover - Heavy Duty RCC Precasr M.H

Frame & Cover Manufacture Supply & Delivery at Store or at site of

work Precast RCC M -200 Frame & Cover Suilable to Drainage M.H

6 6.00 and per type design & Drawing including cost of Reinforcement M.S. 1348.95 Nos

Angles or Flat Curing mold work etc. a) For Sewer manholes -

Heavy Duty (ii) Cover Suitable for 560 mm Dia Opening of M.H

Constructing brick masonry chamber for underground C.I.

Inspection chamber and bends with bricks having crushing strength

not less than 35Kg/Cm2 inC.M.1:5C.I. cover with frame (Light duty)

455mmx 610mm intenal dimensions total weight of cover with

frame tobe not less than 38Kg. (Wt.ofcover23Kg.)and Wt.of

7 10.00 frame15Kg.) (R.C.C. top slabe with 1:2:4mix (1-cement :2 coarse 2932.93 Each

sand:4-graded stone aggregate 20mm size) foundation concrete

1:5:10 inside plaster 15mm thick with cement mortar1:3 finished

smooth with a floating coat of neat cement on walls and bed

concrete etc. complete.(i) Inside dimensions 455mmx6110mm and

450mm deep for single pipe line.

Estimated amount Estimated amount

Put to tender Rs …4,36,058.65 Put to tender Rs…4,36,058.65

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

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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, weather etc.

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

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Viramgam Nagarpalika