Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Eprocure
Opening Date9 Dec 2020
Closing Date15 Dec 2020
Tender AmountRefer Documents
Costs
EMD
₹ 40,250Document Cost
₹ 400Tender Fee
Refer Documents
Summary
Remodelling Of Fis Nalda In Gp Nalda Distt. L S H.p
Description
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Contact
Tender Id
2020_HPIPH_43072_1Bid Award Id
ViewTender No
6551-6600Tender 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 ( 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.
5.58
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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.
7.3
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Providing form work with steel plates of 3.15 mm thick welded with angle iron in frames 30x30x5 mm so as to give a fair finish including centring , shuttering, propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 meters 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 pilasters buttresses, plint and string courses and the like with in all leads and lifts as per direction of Engineer-in-Charge.
9.72
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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.
1.1
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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.
119.24
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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.
1.12
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20 mm cement plaster in single coat on rough side of brick/ stone masonry for interior plastering upto floor two level including arises, internal rounded angles chamfers and/ or rounded angles not exceeding 80mm in girth and finished even and smooth in CM 1:3 (1cement : 3sand) in all leads and lifts as per the direction of Engineer-in-Charge.
61.48
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Providing Laying jointing and testing in trenches double flanged 150 mm dia GMS pipe as per IS 1239-1990 medium grade having plain end pipe i/c providing fixing and welding MS flanges i/c asbestos rubber gasket at appropriate thickness conforming to IS 2712-1965 flange shall be conforming to IS 6392-1971 as per following table electric welding as per IS 814 -1967 i/c required no of nuts and bolts of required size . The welding of MS flange to be done on both faces in two layers to make joint leak proof and to the entire satisfaction of Engineer in Charge. and should be conforming to IS 5822-1970 ( earthwork to be measured and paid for separetely.) Source to Sump well (150 mm ᶲ ( Medium class) Table -5
15
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P/F CI sluice valve of Bir/Kartar make with flange. The sluice valve conforming to IS: 780 having class PN 10. The dia of valve as mentioned below complete in all lead and lift as per direction of Engineer-in-Charge (150mm dia)
1
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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.
39
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Hand mixed concrete lining on side slope.
29.7
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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.
29.7
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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.
187.5
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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)
750
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