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 Aug 2019
Closing Date7 Sep 2019
Tender Amount₹ 4,76,73,027
Costs
EMD
₹ 5,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Khandip Nallah Sumnam, Tandi Marbal Etc ( C/o Fis Tandi Sumnam Other Villages From Khandip Source) In Tehsil Keylong Distt. Lahual Spiti
Description
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Contact
Tender Id
2019_HPIPH_31068_1Bid Award Id
ViewTender No
4171-4220Tender 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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Providing & laying cement concrete 1:4:8(1cement :4sand : 8graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
3.23
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Wire crates made of GI wire filled with boulders with square cut faces against the wire( Boulder filling to be measured and paid for separately) GI wire 5mm thick corresponding to SWG-6, 15cm x 15cm.mesh within all leads and lifts and as per the direction and satisfaction of the Engineer-in-Charge)
468.75
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Wire crates made of GI wire filled with boulders with square cut faces against the wire( Wire crates to be measured and paid for separately) within all leads and lifts and as per the direction of the Engineer-in-Charge.
117.18
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Providing & Laying cement concrete 1:1.5: 3 ( 1 cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size) and curing complete i/c cost of form work & reinforcement for reinforced concrete work in: (a) Foundation, footing, bases of columns & mass concrete complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
701.05
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Wall (any thickness but not less than 0.10 metre thickness) including attached pillasters , buttresses, plinth and string courses etc. from top of foundation upto floor two level with in all leads and lifts as per direction of Engineer-in-Charge.
44.54
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Suspended Floor roofs, landing and shelves and their support balconies,beams,girders,bressumers and cantilever upto floor twolevel l i/c MH cover slab.
0.17
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Lintel, beam Girders bressumers and cantilever upto floor two level with in all leads & lifts
4.64
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Providing tor steel reinforcement for RCC work including bending,binding and placing in position compete upto floor two level including cost of binding wire in all leads and lifts as per direction of the Engineer-in-charge.
37979.19
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Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring,shuttering ,strutting and propping etc.with wooden battens and ballies height of propping and centring below supporting floor to ceiling in all heights and removal of the same for in situ reinforced concrete and plain concrete work in:-
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vertical surface such as walls (any thickness ) partitions and the like including attached pillasters buttress , plinth and string courses and the like with in all leads and lifts as per the direction of Engineer-in- charge.
630.03
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Excavation in drains and channels etc.in earth work in all kind of soils including dressing of sides and beds and disposing of excavated earth upto all leads and lifts disposed earth to be levelled and neatly dressed in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.
5.25
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Providing and laying cement concrete 1:3:6(1cement:3 sand:6 graded stone agg.20mm nominal size)and curing complete excluding cost of form work in foundation and plinth in all leads and lifts as per direction of the Engineer-in-charge.
5.1
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Providing and laying cement concrete 1:3:6(1cement:3 sand:6 graded stone agg.40mm nominal size)and curing complete excluding cost of form work in foundation and plinth in all leads and lifts as per direction of the Engineer-in-charge.
20.89
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Providing & Laying cement concrete 1:2:4 ( 1 cement : 2 sand : 4graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work & reinforcement for reinforced concrete work in: 1) Suspended Floor roofs, landing and shelves and their support balconies,beams,girders,bressumers & cantilevers complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.
8.06
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Providing form work of ordinary timber plankings so as to give a rough finish including centring,shuttering,strutting and propping etc. height of propping and centring below supporting floor to ceililng not exceeding 4 metres and removal of the same for insitu reinforced concrete and plain concrete work in arches exeeding 6 mts span.(in dome roof of tank any shape & size) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
76.14
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Providing & laying cement concrete 1:6:12(1cement :6sand : 12graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.
100.05
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Random rubble masonary/Polygonal rubble masonary (coursed or brought to courses with hard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 in cement mortar 1:6complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.
343.81
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Construction of dry rubble masonry in breast wall, retaining wall, revetment walls and parapet etc. in all leads and lifts as per direction of the Engineer-in-charge.
365.33
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Providing and fixing tank vent of 0.75mts dia and 0.60mt ht, consisting of RCC 1:2:4 support frame and dome top cap , provided with M.S square vertical bar screen of 6mm dia. ,0.075mt center to center covered with mosquito proof G.I wire mesh etc.complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.
1
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Providing and fixing cast iron manhole cover 560mm dia (MD) with frame . Weigth of frame 58 Kg. and wieight of cover 58 Kg.( MD) complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.in delivery tanks
2
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Providing laying, jointing & testing of G.I pipe 150mm (MC) including cutting , welding complete for scouring, inlet and outlet purpose in de-silting tank in all leads and lifts as per direction of the Engineer-in-charge.
24
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Providing and fixing C.I Sluice valve/ Gate valve of Leader/ BHEL/ Kirloskar/ GLED/ Kilburn/ Fouress/ Kartar make of 150mm dia, PN-1 confiming to relevent ISS with up to date amendments on scour pipe complete with in all leads and lifts as per direction of the Engineer-in-charge.
5
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Providing, Laying , jointing with butt fusion welding & testing of HDPE pipe & fittings such as bends, reducers etc. of following diameter, material grade and pressure rating in trenches duly ISI marked, confirming to IS 4984-1995 complete within all leads and lifts as per direction of the Engineer-in- charge ( Earth work in trenches to be measured & paid for separately)
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From RD 15 to RD 5400 , HDPE pipe 400mm OD Grade PE-80 , pressure rating PN-4
5385
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HDPE pipe 160 mm OD Grade PE-80 , pressure rating PN-4 (Escape point)
20
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Providing, fixing and jointing of flanged joints with HDPE pipes of following diameter, material grade and pressure rating and its jointing with butt fusion welding , nuts & bolts of required size and 3mm thick compressed asbestos fibre gasket confirming to relevent BIS codes (complete flange joints) with in all leads & lift to entire statisfaction and direction of Engineer-in- charge.
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From RD 15 to RD 5400 , HDPE pipe 400mm OD Grade PE-80 , pressure rating PN-4
54
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Poviding and fixing of Flanged HDPE Tee of required material grade and pressure class of following size including end caps, flanges, nut& bolts of required size and 3mm thick compressed asbestos fiber gaskets confirming to relevent BIS codes (complete flange joints) with in all leads & lift to entire statisfaction and direction of Engineer-in- charge. ( Escape point)
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HDPE Tee of Size 400x400x160mm OD
3
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Annual operation / repair & maintenance of the complete scheme w.e.f April to October in each year for 5 years including deployment of labour for repair and maintenance and procurement of material required for repair.
1
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