Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Eprocure
Opening Date20 Aug 2020
Closing Date26 Aug 2020
Tender Amount₹ 20,87,734
Costs
EMD
₹ 38,900Document Cost
₹ 400Tender Fee
Refer Documents
Summary
Remodelling Of Fis To Village Jhooling In Gp Thirot Distt. L S H.p
Description
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Contact
Tender Id
2020_HPIPH_39978_1Bid Award Id
ViewTender No
3124-3174Tender 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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Excavation in drains and channesl etc. in earth work including dressing of sides and beds and disposing of excavated earth upto 20 mtr and lift up 1.5 mtr disposed earth to be levelled and neatly dressed with in all leads and lifts as per direction of Engineer-in-charge.
260
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Providing & Laying cement concrete 1:4:8 ( 1 cement : 4 sand : 8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per satisfaction and direction of Engineer-in-charge.
0.52
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Providing & Laying cement concrete 1:6:12 ( 1 cement : 6 sand : 12graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation & plinth within all leads and lifts as per satisfaction and direction of Engineer-in-charge.
10.96
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Providing and laying cement concrete 1:1.5:3 ( 1cement: 1.5 sand: 3graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-
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Foundation, footings, bases of columns and the like and mass concrete with in all leads and lifts as per the direction of Engineer-in-Charge.
0.1
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Walls (any thickness but not exceeding 0.1 metre thickness) including attached pilasters, butresses, plinth and string concrete etc. from top of foundation level upto floor two level with in all leads and lifts as per the direction of Engineer-in-Charge.
0.76
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Providing Mild/TOR steel reinforcement for RCC work i/c bending, binding & placing in position complete up to floor two level (TOR/Mild steel ) in all leads and lifts as per direction of Engineer-in charge.
68.4
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Random rubble masonery /polygonal rubble masonary ( Uncoursed/ brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with CC 1 : 6 : 12 ( 1 cement: 6 sand: 12 graded stone aggregate 20mm nominal size) in C.M. 1: 6 (1cement : 6sand) in Breast walls & retaining walls within all leads and lifts as per satisfaction and direction of Engineer-in-charge.
59.52
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Stone filling behind the R/ wall also under the flooring etc.including all leads and lift the direction of Engineer-in-charge.
1.75
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Providing Cement Concrete lining of the 15 cm thick or less for the Irrigation channel using cement concrete 1:3:6 (1 cement : 3 Sand :6 graded stone aggregate 20mm nominal size ) within all lead and lift as per the direction of Engineer in charge.
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Hand mixed concrete lining in the bed.
65
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Hand mixed concrete lining on side slope.
60
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Extra allowances for form work in concrete linning on side slopes all leads and lifts complete as per direction of Engineer-in-Charge.
60
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Wire crate of G.I. wire filled with boulder with square cut faces against the wire ( wire crates to be measured and paid separately) in all leads and lifts as per the direction of Engineer-in-Charge.
62.5
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Wire crate made of G.I. wire filled with boulder with square cut faces against the wire ( Boulder filling to be measured and paid separately) G.I. Wire 5mm thick corresponding to SWG. 6 15cmX 15cm mesh as per the direction of Engineer-in-Charge. (Labour Rate)
250
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Providing, Laying , jointing and commissioning of HDPE (High density polyethlene pipe) of following diametre and class confirming to IS 4984 2016 (latest) with fusion welding process including all necessary fitting and bends in all leads and lifts to the entire satisfaction of Engineer-in- charge ( Earth work in trenches to be measured & paid for separately)
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HDPE pipe 140 mm OD PN-6 as (IS: 4984-2016) PE-80
400
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