Water Resources Department Tender

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Water Resources Department - WRD Tender

Excavation
Eprocure
Opening Date3 Dec 2021
Closing Date10 Jan 2022
Tender Amount₹ 32,35,000 
Notes
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Costs

  • EMD

    ₹ 65,000
  • Document Cost

    ₹ 5,000
  • Tender Fee

    ₹ 3,817

Summary

Drilling And Development, Construction Of Pump House D-tanks, Fencing Of Barbed Wire Of 01 No. Deep Tubewell Of Sh. Anandpur Sahib Block Of Dist Ropar (under 502 No. Deep T/wells Project)

Description

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BOQ Items

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Supplying,lowering of MS pipe as per IS :4270:2001 including MS socket having dimensions as per IS code duly welded with MS electrode to have extra strength to lower pipe into tubewell bore.

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250mm nominal diameter ( weight 52.3 kg per metre) 8.00 mm thickness

114

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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 wellded with suitabe grade SS welding electrode to lower the strainer into tubewell bore" 250mm Steel Strainer (slot size 0.75mm)7.30 mm thickness

20

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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 of 250mm dia meter

4

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Supplying, Lowering & fixing of M.S. Special Socket to connect S.S. Strainer to M.S. Pipe of 250 mm dia duly welded with suitable grade welding electrode complete in all respect.

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. 250mm internal diameter (weight 52.3 kg per metre )8.00mm thick.

6

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Supplying and fixing Mild Steel Centering guides madeout of 32mm X 6mm thick M.S. bar complete in all respect.

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 250mm dia.

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Supplying and fixing of M.S. Clamp of size 150 mm 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 250mm dia.

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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.

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Resistivity Survey

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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 300 cfm at 250 PSI

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.

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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 for 7 No. T/wells

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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.

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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.

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Providing Fencing Providing fencing around the Pump House and D-Tank as per approved drawing & Design complete in all respect. (Including Corner Pillers,Gate Pillers and Steel Gate)

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Energisation for 1 No. T/Wells

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Submersible pumping set of 40 H.P. 90 Mtr Head

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Three Core Submersible Flat Cable 16 sqmm.

170

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Control panel complete 40H.P.

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MS pipe(heavy) (IS:1239/3589/4270), 100 mm i/d 5.40 mm thick

80

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MS flange 4 “ dia , 5/8” thick , outer dia. 190 mm with 4 no. holes and 2 no. cuts

54

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M.S. nut & bolt of all sorts

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M.S. Lead clamp of 100 mm dia

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M.S flat for jal

20

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PVC insulator four core cable for connection from transformer to Control Panel

20

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Supplying and fixing of well cap to fix on housing pipe complete in all respect -300 mm internal diameter

1

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M.S. bend 4”,900 , 5 mm thickness, leg length 40 cm ,flange thickness 15 mm , 6 no. holes

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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

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PVC copper wire 19/16 ISI marked.

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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, kitkat, rubber jain etc

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labour for lowering of pumping set

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MS Clamp 4" dia from 13mm thick MS sheet

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MATERIAL AND LABOUR TO BE PROVIDED FOR TAKING OUT DELIVERY PIPE STAND

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Supply of M.S. pipe (heavy)(IS:1239/3589/4270) 100 mm i/d 5.40mm thick

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M.S. plain Bend 4” dia 5.40 mm thick.

2

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M.S. flange 4” dia. For sluice valve

2

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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 100mm i/d Sluice Valves flanged

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Welding of MS Pipe for connecting to the delivery pipe.

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Any other items as per CSR+Z.P.

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