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Tender Value
₹4.4 L
EMD Value
₹4,360
Closing Date
16 Jun 2026, 6:00 pm
Chief Officer Viramgam Nagar Seva Sadan, Viramgam.
Providing And Laying Drainage Pipe Line At Aligadh Water Works at Viramgam Nagarpalika, Viramgam.(2nd Attempt)
312047
6 of 2026
Open
Miscellaneous Works
Ahmedabad
3 documents required · 3 mandatory
₹708
Chief Officer, Viramgam Nagarpalika
₹4,360
6 Jun 2026
6 Jun 2026
6 Jun 2026
16 Jun 2026
6 Jun 2026
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
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details.html
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1 Standard Bidding Document.pdf
2. SCHEDUAL-B.pdf
3. General Nots condictions C.C Road W.D.pdf
4.General Techinacal Specification.pdf
5.Standards for Cement Con. Dt.11-5-2017.pdf
6.Testing Schedule Dt.24-10-1994.pdf
TENDER SARTO.pdf
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