Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date2 Jul 2020
Closing Date13 Jul 2020
Tender Amount₹ 13,51,000
Costs
EMD
₹ 27,050Document Cost
₹ 400Tender Fee
Refer Documents
Summary
Fis Shelling In Gp Chimret Distt L S H.p
Description
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Contact
Tender Id
2020_HPIPH_38512_1Bid Award Id
ViewTender No
1308-1358Tender 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.
198.25
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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
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Hand mixed concrete lining on side slope.
4.8
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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.
4.8
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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.
3.47
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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.
1.27
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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.
76.48
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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.
6
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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.
27.74
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Providing fixing Scouring arrangement with HDPE pipe 90 mm dia with outlet pipe within all leads and lifts as per direction of Engineer-in-Charge.
6
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Providing & fixing brass full way (with hand wheel) as per I.S. 780 class X 100mm nominal dia class PN-I scour (suction pipe) complete in all respect within all leads and lifts
1
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Providing and laying cement concrete 1:2:4 ( 1cement: 2sand: 4graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for RCC work:- in foundation and plinth in all leads and lifts as per direction of Engineer-in-Charge.
0.63
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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, strutting & 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:- (Foundation,footing,beam,of column etc and mass concrete.
6.3
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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.
24.57
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20mm cement concrete topping 1:2 to 3 (1cement : 2 to 3 stone aggregate of size 4.75mm and below, by volume) laid over and finshed monolithic with base concrete with in all leads and lifts as per direction of Engineer-in-Charge.
121.5
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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.
281.25
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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)
1125
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Laying, Jointing & Testing of HDPE pipe of following dia in trenches 10.00Kg PN 6kgf /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 140 mm OD PN-6 as (IS: 4984-2016) PE-80
786
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