Uttar Pradesh Housing And Development Board Tender
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Uttar Pradesh Housing And Development Board - UPAVP Tender
Eprocure
Opening Date18 Jul 2020
Closing Date23 Jul 2020
Tender Amount₹ 19,00,000
Costs
EMD
₹ 38,000Document Cost
₹ 1,180Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_UPHDB_494418_1Bid Award Id
ViewTender No
760/M-15A/80 Date 15.07.2020Tender Authority
Uttar Pradesh Housing And Development Board ViewPurchaser Address
-Website
http://https://upavp.in/
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Documents
BOQ Items
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Supply & Laying, Jointing, Fixing ,Testing of 125mm Dia working pressure 6Kg/cm² PVC Pipe and lowering with required specials/ Fittingss into trenches as per direction of E/I completed. Supply of PVC pipe Should be ISI marked (IS 4985 : 2000) and Approved make but cost of Excavation of trenches & Specials, Fittings paid separately.
290
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325
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Supply & Laying, Jointing, Fixing ,Testing of 150mm Dia working pressure 6Kg/cm² PVC Pipe and lowering with required specials/ Fittingss into trenches as per direction of E/I completed. Supply of PVC pipe Should be ISI marked (IS 4985 : 2000) and Approved make but cost of Excavation of trenches & Specials, Fittings paid separately.
115
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425
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Supply & Laying, Jointing, Fixing & Testing 200mm Dia working pressure 6Kg/cm² PVC Pipe and lowering with required specials/ Fittingss into trenches as per direction of E/I completed. Supply of PVC pipe Should be ISI marked (IS 4985 : 2000) and Approved make but cost of Excavation of trenches & Specials, Fittings paid separately.
245
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642
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Supply & Laying, Jointing, Fixing & Testing 200mm Dia D.I. Pipe (class K-7) and lowering with required specials/ Fittingss into trenches as per direction of E/I . Supply of D.I. pipe Should be ISI marked (IS 8329:2000) and Approved make but cost of Excavation of trenches & Specials, Fittings paid separately.
20
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1380
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Supply & Cartage, Fixing of ISI Marked C.I. sluice valve 80 mm Dia with Fittings and jointing the same in positing after lowering into chamber with cost of jointing material as per direction of E/I.
1
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7290
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Supply & Cartage, Fixing of ISI Marked C.I. sluice valve 100 mm Dia with Fittings and jointing the same in positing after lowering into chamber with cost of jointing material as per direction of E/I.
1
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10380
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Supply & Cartage, Fixing of ISI Marked C.I. sluice valve 125 mm Dia with Fittings and jointing the same in positing after lowering into chamber with cost of jointing material as per direction of E/I.
1
-
12785
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Supply & Cartage, Fixing of ISI Marked C.I. sluice valve 150 mm Dia with Fittings and jointing the same in positing after lowering into chamber with cost of jointing material as per direction of E/I.
1
-
14525
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Supply & Cartage, Fixing of ISI Marked C.I. sluice valve 200 mm Dia with Fittings and jointing the same in positing after lowering into chamber with cost of jointing material as per direction of E/I.
2
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20315
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Supply & Cartage, Fixing of 20 mm Screwed down C.I. Air Valve Dia with Fittings and jointing the same in positing after lowering into chamber with cost of jointing material as per direction of E/I.
1
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3165
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Supply & Cartage, Fixing of 80 mm Dia Fire Hydrant Over Existing Flanged Tee with Fittings and jointing the same in positing after lowering into chamber with cost of jointing material as per direction of E/I. .
4
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6000
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Supply & Cartage, Fixing of C.I. Scour Valve 80 mm Dia. with Fittings and jointing the same in positing after lowering into chamber with cost of jointing material as per direction of E/I. .
1
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7290
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Providing all material and Construction of sluice valve /fire hydrant/ air valve / scour valve chamber as per approved drawing. Internal size of chamber 0.90 x 0.90 x 1.15 mt. with 10cm. thick base concrete 12:6:1 ( 12 part 40mm stone ballast : 6 part course sand 2.20-3.60 FM : 1cement ) , brick work in one thick wall (230mm), interside wall finishing with 12mm thick plaster in 1:3 ( 1 part cement : 3 part course 1.50-1.75 FM ) cement mortar, Floor finishing with 25mm thick cement concrete flooring ( 1 part cement : 2 part course 2.20-3.60 FM : 4 part 20mm gauge stone grite) and including covered with 12cm thick RCC slab 1 : 1.5 : 3 ( 1 part cement : 1.5 part course 2.20-3.60 FM : 3 part 20mm gauge stone grite), reinforcement detail as per approved drawing. The work is completed of all respect in approved drawing & direction of E/I.
12
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11750
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