Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Civil Works Water Works
Eprocure
Opening Date10 Dec 2019
Closing Date26 Dec 2019
Tender Amount₹ 5,89,405
Costs
EMD
₹ 11,800Document Cost
₹ 250Tender Fee
Refer Documents
Summary
Remodeling Of Fis Gilding Bihali In Gp Triloknath Distt. L S Hp
Description
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Contact
Tender Id
2019_HPIPH_33276_1Bid Award Id
ViewTender No
7286-7336Tender 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.
1.84
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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.
18.6
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Cement concrete flooring 1:2:4 (1cement :2sand 4graded stone aggregate 20mm nominal size ) laid in one layer finished with a floating coat of neat cement 50mm thick with in all leads and lifts as per the direction of Engineer-in-Charge.
1.45
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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.
6.37
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Providing Cement Concrete lining of 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.
4.5
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Hand mixed concrete lining on side slope.
3.9
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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.
3.9
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Wire crate of interlink chain filled with boulder with square cut faces against the chain( interlink chain to be measured and paid separately) in all leads and lifts as per the direction of Engineer-in-Charge.
35.27
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Wire crate made of interlink chain filled with boulder with square cut faces against the wire ( Boulder filling to be measured and paid separately) interlinked chain 5mm thick corresponding to SWG. 6 (15cmX 15cm) mesh as per the direction of Engineer-in-Charge.(Labour Rate)
156.25
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Laying, Jointing & Testing of HDPE pipe of following dia in trenches 10.00Kg PN 10kgf /cm^2 working pressure having grade (PE-80) as per IS :4984-2016 complete with in all lead and lift as per direction of Engineer-in-Charge (earth work in trenches to be meausred and paid for separately).
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HDPE pipe 90 mm OD PN-6 as (IS: 4984-2016) PE-80 (Double Layer)
4100
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