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 Date23 Jul 2022
Closing Date2 Aug 2022
Tender Amount₹ 18,50,848
Costs
EMD
₹ 37,100Document Cost
₹ 400Tender Fee
Refer Documents
Summary
Co Wss Jojrang In Gp Asrang In Tehsil Moorang District Kinnaur Hp
Description
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Contact
Tender Id
2022_HPIPH_63025_1Bid Award Id
ViewTender No
KNR-EE-JSD-POOH-TATender 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 and Laying cement concrete 1:1.5:3 (1 cement: 1.5 sand: 3 stone aggregate 20mm nominal size) and curing complete excluding cost of form work & reinforced concrete work in :-
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Foundation , footing, bases of columns and the like & mass concrete.
2.18
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Wall (any thicness but not less than 0.10 mts. Thickness) attached pillaster, buttresses plinth & string curses etc. from top of found. Level upto floor two level.
10.39
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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
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Vertical surface such as walls ( any thickness) partition and the like including attached pillasters, buttresses plinth and string courses and the like with in all leads and lifts
171.57
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Flat surfaces such as soffits of suspended floor, roofs, landing & the like.
11.92
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Laying, jointing and commissioning of HDPE 32 mm OD (High Density Polyethylene pipes) of following diameter and class confirming to IS 4984-1995 complete with fittings .(Earth work in trenches to be measured and paid separately) withing all leads and lifts Engineer-in-charge
1800
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Laying ,Jointing and testing of below mentioned GMS Tubes Screwed & Socketed i/c all types of fitting such as bends (Earth work in trenches to be measured & paid for separately) within all leads & lifts complete in all respect as per entire satisfaction of Engineer-in-charge.
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32 mm Dia GI Pipe
460
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20 mm Dia GI Pipe
800
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15 mm Dia GI Pipe
500
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Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3 ( 1 cemtnt : 3 sand)
118.53
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Suspended floor, roofs, landing & shelves & their support balconies, beams, girders, bressumers & cantilever upto floor level.
2.99
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Providing Tor Steel reinforcement for RCC work i/c bending, binding & placing complete upto floor two level.
1691.47
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Steel work welded in built up sections, trusses and framed work i/c cutting, hosting, fixing in position complete in grating, framed guards and ladders etc.
50.59
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Providing & fixing Gate valve (Class PN 1.00) of leader/Kartar make as per IS: 780-1984 & IS : 2906-1984 complete in all respect.
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Scour pipe 32 mm Gate valve
2
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Inlet, outlet pipe & overflow pipe.32 mm Gate valve
6
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Providing & fixing CI Man hole cover with frame having frames size of 560 mm internal dia. (Medium duty) the weight of cover & frame should not be less than 100 kg
2
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1.80 mtr. high fencing with 2.50 mtr. angle iron posts of size 50x50x5 mm (min.) 2.50 mtr. centre to centre with a horizontal 1.80 mtr. high fencing with 2.50 mtr. M.S. angle iron post of size 50x50x5 mm (Min.) 2.50 mtr. centre to centre with 9No horizontal lines and two diagonals of galvanised steel barbed wire (I.S:278-1962 Type1) weighing 9.38 Kg. per 100 mtr. (minimum) strained and fixed to posts with 61 stples including with painting of M.S. angle iron complete embedded in CC 1:3:6.
40
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Providing and fixing angle iron gate including locking arrangement (the weight of gate 40 Kg) double leaf complete in all respect. (Size 1.80x1.20 mtrs.) with in all leads and lifts as per direction of Engineer- in - Charge at site.
2
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Providing and laying cement concrete 1:5:10 (1Cement:5Sand:10 graded stone aggregate, 40 mm nominal size) curing complete excluding cost of form work in retaining walls/breast walls, the size of plums shall usually be 150mm to 300 mm as per HP.PWD specifications.
27
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