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 Date5 Jun 2019
Closing Date24 Jun 2019
Tender Amount₹ 9,46,542
Costs
EMD
₹ 18,950Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Special Repair Of Fis Shashin In Gp Sissu Distt Lahaul And Spiti H.p
Description
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Contact
Tender Id
2019_HPIPH_29129_1Bid Award Id
ViewTender No
1180-1229Tender 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.
2
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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 & plinth within all leads and lifts as per satisfaction and direction of Engineer-in-charge.
2.3
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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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(a) 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.
1.6
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(b) Walls (any thickness but not exceeding 0.1 metre thickness) including attached pilasters, butresses, plinth and string courses etc. from top of foundation level upto floor two level with in all leads and lifts as per the direction of Engineer-in-Charge.
4.7
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(c) Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and cantilevers up to floor two levels with in all leads and lifts as per direction of Engineer-in-Charge.
0.53
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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.
546.4
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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 and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for-in-situ reinforced concrete and plain concrete work in:-
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Veritcal surface such as wall ( any thickness) partition and the like including attached pilaster, butresses, plinth and string courses and the like with in all leads and lifts as per the direction of Engineer-in-Charge.
62.6
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Flat surfaces such as soffits of suspended floors, roofs, landings and the like, floors etc upto 200 mm in thickness with in all leads and lifts as per direction of Engineer-in-Charge.
5.29
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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.
0.5
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Hand mixed concrete lining on side slope.
0.6
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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.
0.6
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Providing & Laying cement concrete 1:3:6 ( 1 cement : 3 sand : 6 graded stone aggregate 20mm 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. (Casing over HDPE Pipe)
8.12
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Stone soling properly hand packed filling interstices with spall and consaolidating to required gradient i/c spreading, watering, & rolling of binding material etc. within all leads and lifts as per satisfaction and direction of Engineer-in-charge.
6.75
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Providing and fixing Double flanged C.I. Sluice valve (with hand wheel)as per IS: 780 class upto 150mm dia (including brass spindle and as per IS:- 2986 class-II for diametres more than 150mm complete with bolts, nuts rubber insertion etc. (The tail pieces if required shall be measured and paid for seprately. 150mm dia in all leads and lifts as per direction of the Engineer-in-charge.
1
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Wire crate of interlink chain filled with boulder with square cut faces against the chain( interlink chanin to be measured and paid separately) in all leads and lifts as per the direction of Engineer-in-Charge.
231.04
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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)
1050
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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 160 mm OD PN-6 as (IS: 4984-2016) PN6, PE-80
2700
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