Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Plastic and Rubber
Eprocure
Opening Date14 Feb 2022
Closing Date23 Feb 2022
Tender Amount₹ 25,63,972
Costs
EMD
₹ 38,460Document Cost
₹ 400Tender Fee
Refer Documents
Summary
Co Fis Changmarmar From Shive Nallah To Billing Dhar In Gp Giabong Tehsil Pooh Distt Kinnaur
Description
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Contact
Tender Id
2022_HPIPH_56759_1Bid Award Id
ViewTender No
EE-JSD-T -2021--10670-10769Tender 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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Foundation and plinth
0.34
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wall (any thickness but not less then 0.10 mtr thickness atteched pilasters buttress, plingth and string cources etc from top of foundation level up to floor two level with in all leads and lifts
0.47
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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 centering, shuttering, strutting and propping etc with wooden battens and ballies, height of proping and centering below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for in situ reinforced concrete and plain concrete work in (a) Vertical surfaces such as walls (any thickness) Partitions and the like including attached pillasters, buttresses, plinth and string curses and the like with in all leads and lifts as per the direction of Engineer- in - Charge.
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Vertical surfaces such as walls (any thickness) Partitions and the like including attached pillasters, buttresses, plinth and string curses and the like with in all leads and lifts as per the direction of Engineer- in - Charge.
6.3
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Flat surfaces such as soffits of suspended floors, roofs, landings and the like. Lloors etc. upto 200mm. In thickness with in all leads and lifts.
0.81
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Providing and laying cement concrete work 1:2:4 (1 cement:2 sand:4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in. Suspended floors, roofs, landing and shelves and their support, balconies, beams, girders, bressumers and cantilever upto floor two level. within all leads and lifts.
0.14
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Providing Mild/Tor steel reinforcement for RCC work including bending binding and placing in position complete upto floor two level to the entire satisfaction of the Engineer in charge.Tor steel with in all leads and lifts.
43
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Cutting in earth work in all classification such as pick work ,Jumper work ,Jumper blast soft/hard blasting by chesling where blasting is prohibited in saturated soil and disposal of all excavated earth upto all leads and lifts as per the direction of Engineer-in-charge.
394.4
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Excavation in earth work in all classification of soil such as pick work, jumper work, jumper blast, blasting and hard blasting exvavated earth and diposal of all excabvated earth within all leads and lifts and diposed earth to be levelled and neatly dressed as directed by the Engineer- in Charge at Site.
19.5
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Wire crates made of interlink chain filled with boulders with square cut faces against the wire (Boulders filling to be measured and paid separately) mesh 15 cm x15 cm made of interlink chain 4mm thick corresponding to SWG-8 with in all leads and lifts as per direction of Engineer-in -Charge. corresponding to (SWG-8) of 15X15 cm mesh. within all leads and lifts.
625
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Wire crates made of interlink chain filled with boulders with square cut faces against the wire (wire crates to be measured and paid separately.) within all leads and lifts.
156.25
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Providing laying and jointing of HDPE pipe 110 mm OD PE 80/PN8 confirming to IS 4984 2016 as proper position by butt fusion jointing including by hydraulic testing as per relevent IS code with all meterials for jointing (earth work in trenches to be measured and paid for seperately)
2060
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Excavation in drains and channels etc. in earth work including dressing of sides and be and disposing of excavated earth upto a lead of 20 meters and lifts upto 1.50 mtrs. Disposed earth to be levelled and neatly dressed will all leads and lifts.
174.04
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Cement concrete lining 10 cm thick in cement concrete 1:2:4 (1 cement: 2 sand: 4 stone aggregate 20mm nominal size and curing complete with in all leads and lifts).
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Concrete lining in bed
27.3
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Concrete lining in side slope
50.7
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Extra allowance for form work
50.7
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