Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Civil And Construction
Excavation
Eprocure
Opening Date3 Jan 2024
Closing DateCancelled
Tender Amount₹ 53,21,094
Costs
EMD
₹ 85,710Document Cost
₹ 800Tender Fee
Refer Documents
Summary
Providing Lwss To Pc Habitation Of Census Village Harsar, Badela, Ghar In Gp Harsar Panalth And Har In Tehsil Jawali Distt. Kangra Hp
Description
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Contact
Tender Id
2024_HPIPH_83450_1Tender No
EE/JSV/Div/JWL/2023-10520-70 dt.02.01.2024Tender Authority
Himachal Pradesh Irrigation And Public Health Department ViewPurchaser Address
-Website
http://http://hpiph.org/
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Documents
BOQ Items
Drilling for lowering of M.S.casing pipes 600-550mm.dia confirming to IS-4270-2001 with uptodate ammendments, if any of suitable sizes as mentioned above from 30 Metres to 60 Metres below ground level complete in all respect with in all leads and lifts as per the directions and satisfaction of the Engineer-in-Charge.
60
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Drilling for lowering of M.S.casing pipes 550-500mm. Dia confirming to IS-4270-2001 with uptodate ammendments, if any of suitable sizes as mentioned above from 60 Metres to 90 Metres below ground level complete in all respect with in all leads and lifts as per the directions and satisfaction of the Engineer-in-Charge.
60
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Drilling for lowering of M.S.casing pipes 500-450mm.dia confirming to IS-4270-2001 with uptodate amme dments if any of suitable sizes as mentioned above from 90 to 215 Metres & 90 to150 Metres below ground level complete in all respect with in all leads and lifts as per the directions and satisfaction of the Engineer-in-Charge.
185
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Collection, preservations and display of suitable size sample box with top lid and locking arrangem,ent till handing over of the Tube-Well to the Department complete in all respect with in all leads and lifts as per the directions and satisfaction of the Engineer-in-Charge.
2
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Supply and lowering of IS-Marked "Electric Resistance Welded Mild Steel Blind Pipe 300 mm.nominal size housing, 8mm. thick having outside diametre 323.90 mm. Bevelled edge (Plain ended) pipe confirming to IS-4270-2001 with uptodate ammendments, if any, about 4.00 Metres to 7.00 Metres in length,welded without any circumferential joints into bore hole in vertical position including cost of all scaffolding derricks, poles clamps embedded in foundation etc. including cost of all cuttings,threading and welding of pipes etc.complete in all respect with in all leads and lifts as per the directions and satisfaction of the Engineer-in-Charge.
185
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Supply,fabrication and lowering of IS-Marked "Electric Resistance Welded Mild Steel Pipe 300 mm.nominal size housing, 8 mm. thick having outside diametre 323.90 mm. Bevelled edge (Plain ended) pipe confirming to IS-4270-2001 with uptodate ammendments, if any, about 4.00 Metres to 7.00 Metres in length should have 1600 slots per Metre as per IS-8110:1985 of 75x1.57mm.slot size, welded without any circumferential joints into bore hole in vertical position including cost of all scaffolding derricks, poles clamps embedded in foundation etc.including cost of all cuttings,threadings and welding of pipes etc.complete in all respect.
30
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Providing and fixing M.S.Taper/Reducer as per lengths approved by the Engineer-in-Charge. The material of M.S. taper/reducer shall be equivalent to parent pipe material and shall conform to Chemical composition as per Clause-5.2 and Mechanical properties as per Clause-6.1 and Table-1 of IS:4270-2001 with uptodate ammendments, if any, complete in all respect with in all leads and lifts as per the directions and satisfaction of the Engineer-in-Charge.
2
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Supply and lowering of IS-Marked Electric Resistance Welded Mild Steel pipe 200mm.dia nominal size housing, 6.4 mm.thick having outside diametre 219.10 mm.Bevelled edge (Plain ended) pipe confirming to IS-4270-2001 with uptodate ammendments, if any, about 4.00 Metres to 7.00 Metres in length, welded without any circumferential joints into bore hole in vertical position including cost of all scaffolding derricks, poles, clamps embedded in foundation etc. including cost of all cuttings, threadings and welding of pipes etc.complete in all respect with in all leads and lifts as per the directions and satisfaction of the Engineer-in-Charge .
130
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Supply ands lowering of IS-Marked Electric Resistance Welded Mild Steel slotted pipe 200 mm.dia nominal size housing, 6.4 mm.thick having outside diametre 219.10 mm. Bevelled edge (Plain ended) pipe confirming to IS-4270-2001 with uptodate ammendments, if any, about 4.00 Metres to 7.00 Metres in length pipe should have 1040 slots per metre as per IS-8110:1985 of 75x1.57mm.slot size, welded without any circumferential joints into bore hole in vertical position including cost of all scaffolding derricks, poles clamps embedded in foundation etc.including cost of all cuttings, threading and welding of pipes etc.complete in all respect.
20
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Providing and fixing of M.S.centralized guides at suitable spacing for each Tube-Well as per IS-226-1991 with uptodate ammendments, if any complete in all respect with in all leads and lifts as per the directions and satisfaction of the Engineer-in-Charge.
2
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Supply, lowering and fixing in position IS-Marked Mild Steel bail plug of 200mm/330mm. Diametres with 'U' hooks as per IS-2800-1991 with uptodate ammendments,if any complete in all respect with in all leads and lifts as per the directions and satisfaction of the Engineer-in-Charge.
2
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Providing, fixing and lowering in position threaded iron cap with locking arrangements of approved design to prevent foreign matter from getting into bore hole as required complete in all respect with in all leads and lifts as per the directions and satisfaction of the Engineer-in-Charge.
2
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Supply and packing of gravel consisting of hard quartz or other suitable material with an average specific gravity of not less than 2.5, not containing more than 2% by weight of thin flat of stangated pieces shall be of sub rounded grains with minimum anuglar features of size 2-3.35mm.shall be free from impurities such as; shafe,shale mica, felspar, clay, sand, dirt loam haematite and organic materials as per IS-4097-1967 with uptodate ammendments, if any arround intake of Tube-Well with minimum thickness of around screen generally 100mm. to the entire depth of the bore as per IS-2800(Part-I):1991 with uptodate ammendments, if any, complete in all respect with in all leads and lifts as per the directions and satisfaction of the Engineer-in-Charge.
365
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Development of Tube-Well by backwashing method with Air Compressor of minimum 750CFM capacity Pumping pipe of 200mm. Size and Air line of minimum 65mm size or with other suitable method, till the Well is thoroughly developed as per Clause-4.2 of IS-11189:1985, with upto date ammendments, if any; complete in all respect with in all leads and lifts as per the directions and satisfaction of the Engineer-in-Charge.
60
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Development of Tube-Well by continuous over Pumping method with V.T.Pumps/Submersible Pumps of suitable capacity not less than double the discharge established by the Compressor method/design discharge, untill the well is sand free as per IS-11189:1985 with uptodate ammendments, if any; complete in all respect as per the directions of the Engineer-in-Charge. The draw-down and discharge to be established by running the VT/Submersible pump continuously for 8 Hours in the presence of the officer not less than the rank of the Assistant Engineer.
40
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Testing the verticality of the Tube-Well as per Clause-4.3 of IS-2800(Part-II)-1979 with uptodate ammendments, if any, using plumb or plunger 6mm.smaller in dia within the inside diameter of the Well casing. The result of the verticality test shll be recorded on proforma shown in Appendix-A of IS:2800(Part-II)-1979 with uptodate ammendments, if any, as appended with the tender documents and handed over complete in all respect with in all leads and lifts as per the directions and satisfaction of the Engineer-in-Charge.
2
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Dismentalling of Rig or other allied, accessories after completion of job complete in all respect with in all leads and lifts as per the directions and satisfaction of the Engineer-in-Charge.
2
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