Punjab Water Resources Management And Development Corporation Tender
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Costs
EMD
₹ 78,000Document Cost
₹ 5,000Tender Fee
₹ 4,602
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_WR_117623_1Bid Award Id
ViewTender No
DNIT 03 of 2024Tender Authority
Punjab Water Resources Management And Development Corporation ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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Documents
BOQ Items
(b) From 150 meter to 300 Meter.
100
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Supplying,lowering of M.S. pipe as per IS :4270:2001 including M.S. socket having dimensions as per IS code duly welded with M.S. electrode to have extra strength to lower pipe into tubewell bore.
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(i) 300mm nominal diameter (weight 62.3 kg per metre) 8.00 mm thickness
160
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(ii) 200mm nominal diameter ( weight 41.6 kg per metre) 8.00 mm thickness
44
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Supplying, fixing and lowering of stainless steel cage type wire wound screen as per IS 8110-2000 or latest with ISI Marked duly welded with suitable grade SS welding electrode to lower the strainer into tube well bore 200mm dia Stainless Steel Strainer 8mm thick for 1 mm slot
10
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Supplying, fixing and lowering of stainless steel cage type wire wound screen as per IS 8110-2000 or latest with ISI Marked duly welded with suitable grade SS welding electrode to lower the strainer into tube well bore 200mm dia Stainless Steel Strainer 8mm thick for 0.75mm slot
10
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Supplying, fixing and lowering of stainless steel cage type wire wound screen as per IS 8110-2000 or latest with ISI Marked duly welded with suitable grade SS welding electrode to lower the strainer into tube well bore 200mm dia Stainless Steel Strainer 8mm thick for 0.5mm slot
10
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Supplying, Fixing and lowering of Stainless Steel Socket as per IS 8110-2000 or latest ISI marked duly welded with suitable grade SS welding electrode. to lower the strainer into tubewell bore. 200 mm internal diameter
4
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Supplying, Lowering & fixing of M.S. Special Socket to connect S.S. Strainer to M.S. Pipe duly welded with suitable grade welding electrode complete in all respect. 200 mm internal diameter
6
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Supplying and fixing of bail plug of MS pipe complete with invertor U-Block attached to the bottom plug complete in all respect. 200mm internal diameter (weight 41.6 kg per metre )8.00mm thick.
6
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Providing and fixing M.S. Taper/Reducer made out of 6mm thick sheet complete in all respect. M.S. Reducer 300 x 200mm dia.
1
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Supplying and fixing Mild Steel Centering guides madeout of 32mm X 6mm thick M.S. bar complete in all respect. Center guide 300x200mm dia
5
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Supplying and fixing of well cap having thread to fix on housing pipe complete in all respect. Top well cap 300mm dia.
1
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Supplying and fixing of M.S. Clamp of size 300mm X 12mm made out of MS flat 1.52m long, suitable to fit housing pipe including the cost of nut and bolt of suitable size complete in all respect. M.S. Clamp 300mm dia.
1
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Supplying at site wooden box of suitable size with lid and locking arrangement for preserving strata sample collected from the bore.
1
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Making temporary water supply arrangement for drilling of tubewell with reverse rotary rig till completion of bore and packing of gravel. Depth of temporary bore upto 35 mtr
90
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Supply at quarry site of gravel of 1/16” to 1/8” including pouring and packing in the annular space between the pipes assembly and the bore. The gravel should be free from , dust , dirt, or the vegetable manner as per IS :4097/1967 with latest amendments (to be paid as per actual length of pipe). For proper approved size from nearest quarry to site of work.
56.84
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Resistivity Survey
1
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Making electric logging of bore hole with electronic well logger including cost of equipment at site etc. complete in all respect.
1
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DEVELOPMENT AND OVER DEVELOPMENT CHARGES.
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(a) Development and stabilizing of the t/well with Air Compressor of required capacity as directed by engineer-in charge including cost of tools, appliances and consumable to the satisfaction of engineer-in-charge. Capacity of air compressor 250 - 350 PSI 1100-1500cfm
10
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(b) Development and stabilizing of the tubewell with submersible pump of required capacity as directed by the Engineer- in – charge including the cost of tools , appliances and consumable to the satisfaction of engineer-in-charge.
8
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B. Construction of Pump House, D-Tank, fencing of pump house area with barbed wire as per approved drawings and PWD specifications
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Const of Pump House Size 10’ x 8’ and 11’ht. with 9” thick wall with 1:7 brick masonary cement sand mortar, RB slab 1:3,6” thick with brick plumbing, cement plaster 1:6, 12.5mm thick on walls, cement plaster 1:4, 12.5mm thickness on ceiling, cement pointing 1:3 deep variety out side the pump house, as per approved drawing.
1
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Construction of D-Tank Construction of D-Tank as per approved drawing with brick masonary 1:5 in cement sand mortar in foundation and above plinth level, with cement plaster 1:3, 12.5mm thickness on walls in side, cement plaster 1:4, 12.5mm thick outside D-tank.
1
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Const. of barbed wire Const. of barbed wire fencing around the pump house and D-Tank as per approved drawing
1
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D. Supplying, Fixing & Installation of Pumping set and Control Panel & Lowering Material etc.
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Submersible pumping set of 55 H.P. ISI Marked 125m head
1
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Three Core Submersible Flat Cable 16 sqmm. ISI Marked
220
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Control panel complete 55 H.P.
1
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MS pipe(heavy) (IS:1239/3589/4270), 100 mm i/d 5.40 mm thick.
110
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Suppling and Fixing M.S. flange 4 “ dia , 5/8” thick , outer dia. 190 mm with 4 no. holes and 2 no. cuts
72
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M.S. nut & bolt of all sorts
49
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M.S. Lead clamp of 100 mm dia size 3mmx20mm
70
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4'' PVC Rubber Jain with 4 holes 3mm thick and 2 no. cuts
39
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M.S flat for jal
25
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PVC insulator core cable for connection from transformer to Control Panel
20
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M.S. bend 4”,90 degree , 5 mm thickness, leg length 40 cm ,flange thickness 15 mm , 6 no. holes
1
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Providing & fixing C.I/D.I flanged end , stem of SS (AIS 1410) & Bronze ( gunmetal) working parts sluice valves ISI maked 14846-2000 , including jointing, Testing & cost of Nut, bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge) .Class PN-1 as per ISI 100 mm i/d Sluice Valves flanged.
1
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PVC copper wire 19/16 ISI marked
15
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PVC copper wire 7/22 ISI marked
10
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T/well provision soldier thimble, flexible pipe , copper earth plate, G.I. pipe 1" dia, G.I. wire, internal electrification & Double earthing (with cost of material & labour)
1
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Labour for lowering of pumping set
1
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Any other item as per CSR+ZP
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