Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Civil And Construction
Eprocure
Opening Date24 Sep 2024
Closing Date3 Oct 2024
Tender Amount₹ 4,03,81,210
Costs
EMD
₹ 4,36,312Document Cost
₹ 2,500Tender Fee
Refer Documents
Summary
Construction Of Rain Water Harvesting Structure To Recharge Of Various Wss/lis In Nurpur Constituency In Tehsil Nurpur District Kangra Hp
Description
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Contact
Tender Id
2024_HPIPH_93466_1Bid Award Id
ViewTender No
EE-JSV-731 dt 24-09-2024Tender Authority
Himachal Pradesh Irrigation And Public Health Department ViewPurchaser Address
-Website
http://http://hpiph.org/
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Documents
BOQ Items
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Wall (any thickness but not less than 0.10 mts. Thickness) attached pillasters, buttresses plinth,& string courses etc. from top of found level up-to floor two level complete in all respect within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.
2024.85
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Providing and laying cement concrete 1:2:4 (1 cement :2: Sand : 4 graded stone aggregate 20 mm nominal size) curing complete excluding the cost of form work & reinforcement for reinforced concrete work M-15 within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.
97.97
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Providing form work with steel plates 3.15mm.thick welded with angle iron frame 30x30x5mm.so as to give a fair finish in-clouding centering, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling exceeding up-to any height and removal of the same for in-situ-reinforced concrete and plain concrete work in:-
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Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and the like complete in all respect within all leads and lifts as per the direction of Engineer-in Charge.
895.09
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Providing and laying Mild steel/Tor steel reinforcement for RCC. work including bending, binding and placing in position complete up-to floor two level complete in all respect within all leads and lifts as per the direction of Engineer-in- Charge.
88232
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Providing, laying stone pitching on side slopes of guide banks-,embankment and protection work with boulders with square cut faces against the wire (wire crates to be measured and paid for separately) including carriage of material Complete in all respect with in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge
809.5
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Wire crate made of G.I. wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separately) G.I. wire 5mm thick corresponding to SWG-6. 15 cm x 15 cm mesh. The size of crate 1.25x1.25x1.25 metre complete in all respect within all leads and lifts as per the direction of Engineer-in -Charge.
8640
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Wire crate made of G.I. wire filled with boulders with square cut faces against the wire ( wire crate to be measured and paid for separately) the weight of boulder should not be less than 18 kg. each complete in all respect within all leads and lifts as per the direction of Engineer-in -Charge.
960
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Providing, laying, jointing & testing of M.S.E.R.W. Pipe 300mm dia( ZINC COATED) duly flanged every pipe conforming to IS:3183-2012 (latest with up to date amendments) of steel grade L-210 having wall thickness 4.80mm including the cost of specials such as tail pieces reducer, tees and bends of required degree. Test pressure 5MPA required length of pipe is 4 - 6 mtrs. The M.S. flange to be conforming to table-5, of IS: 6392 - 1971. The welding should be done in two layers on both the faces to make the joints leak proof conforming to IS: 816-1965 with electrode conforming to IS: 814-1967 including the cost of required nos & size of M.S. nuts & bolts conforming to IS: 1369 -1971 and asbestos fiber jointing gasket ( compressed ) sheet not be less than 3mm in thickness conforming to IS:2712 -1985. The laying of pipe should be conformed to IS:5822 - 1994 pipe should be provided with Anticorrosive galvanizing treatment. MS flanged at site complete in all respect with in all leads and lifts as per the direction & satisfactions of the Engineer - in-Charge.(For Scour)
240
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Providing and fixing double flanged cast iron sluice Valve 300mm dia of Kirloskar/Leader make for water works purpose class PN 1.00 complete as per IS : 14846-2000 (latest with up-to-date amendments) The nominal seat pressure of 10.20Kg/Cm² complete in all respect within all leads and lifts as per the direction of Engineer-in- Charge.
8
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Providing and installation of 150mm wide PVC water stop work complete in all respect within all leads and lifts as per the direction of Engineer-in- Charge.
380
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