Water Resources Department Tender
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Costs
EMD
₹ 94,395Document Cost
₹ 5,000Tender Fee
₹ 5,569
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
2025_WR_132764_1Tender No
01/2025/PWRMDC/SAS NAGARTender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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BOQ Items
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(b) From 150 meter to 300 Meter.
150
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(c) From 300mtr & above
25
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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
175
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(ii) 250mm nominal diameter ( weight 52.3 kg per metre) 8.00 mm thickness
108.5
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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 250mm dia Stainless Steel Strainer
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250mm Steel Strainer (slot size
0.5mm) CSR 28.75 A r
25
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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. 250 mm internal diameter
5
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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. 250 mm internal diameter
5
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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. 250mm internal diameter (weight 52.3 kg per metre )8.00mm thick.
6
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Providing and fixing M.S. Taper/Reducer made out of 8mm thick sheet complete in all respect. M.S. Reducer 300 x 250mm 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
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 150mm 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 90 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.
106.3
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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 350 - 500 PSI 1100cfm
20
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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.
16
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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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Supplying, Fixing & Installation of Pumping set and Control Panel & Lowering Material etc.
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Submersible pumping set of 65 H.P. ISI Marked
1
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Three Core Submersible Flat Cable 25 sqmm. ISI Marked
290
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Control panel complete 65 H.P.
1
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MS pipe(heavy) (IS:1239/3589/4270), 100 mm i/d 5.40 mm thick.
142
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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
96
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M.S. nut & bolt of all sorts
40
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M.S. Lead clamp of 100 mm dia size 3mmx20mm
96
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PVC Rubber Jain with 4 holes 3mm thick and 2 no. cuts
50
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M.S flat for jal
25
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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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Dag Belling double kassi stroke V-Shape minimum10 cm depth.C.S.R item no. 6.18(b)
0.36
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Exacavation by mechanical means (JCB or Hydrulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming Earth work excavation trimming and dressing of sides, leveling of beds of trenches to correct grade, cutting joint holes, refilling, consolidation, watering, including the cost of dewatering of rain water,Diversion for traffic, nightsignals. Providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing etc.and removal of surplus soil outside/inside the town involving lead upto 15mtr. complete in all respect.In all classes of soil except rocky CSR. Item 28.2(a)i
256
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Providing, lowering in trenches to correct
gradient and alignment, jointing with tyton
rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are
completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc.( pipe for road crossing)Class N.P.2. (i) 300mm dia. -CSR-29.46 (B-e)
15
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Const of pipe stand with RCC 600 mm dia pipe complete in all respect as per drawing/design and PWD specification .(SOR)
1
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Providing, Laying, fixing and jointing of PVC Pipes as per ISI 4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specification . 250 mm o/d pipe of 2.5 kgf./sqcm (CSR item No. 28.13 (xxx))643.89+ 58% premium+5.35%
360
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Supply carriage and fixing PVC Bend size 250 mm Ф,4 kgf/sqcm, 1.5 mtr length of 90 degree (S.O.R 37)
4
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Supply carriage & fixing equal PVC Tee pressure 4 kgf/Cm², 250x250x250mm (S.O.R 40)
2
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Cost of One No. Riser of 250mm dia unit each (S.O.R 41)
3
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Providing and Making outlet Khura at riser point complete in all respect as per approved design/drawing. (i) 250mm dia PVC 2.5 kgf./sqcm (S.O.R)
3
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Providing and fixing Pressure air release pipe 250 mm dia 2.5 kgf./sqcm as per approved design/drawing. (S.O.R)
1
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Supply carriage and fixing PVC coupler 250 mm i/d ,4.0 kgf/cm² (S.O.R 43)
4
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Supply carriage and fixing PVC end cap 250 mm I/D, 4.0 kgf/cm² (S.O.R 42)
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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 250mm i/d Sluice Valves flanged (CSR item 28.27(A)(d).) and Const of masonry sluice valve chamber excluding sluice valve cover as per Standard Design & Drawing of Public Health Depth. Size 0.9m x 0.9m. as per CSR item no.28.66(b).
1
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Any other Item as per CSR+ZP
1
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