Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Civil And Construction
Construction Material
Eprocure
Opening Date9 Nov 2021
Closing Date15 Nov 2021
Tender Amount₹ 17,02,905
Costs
EMD
₹ 33,043Document Cost
₹ 400Tender Fee
Refer Documents
Summary
Augumentation Of Wss To Trilok Nath In Gp Trilok Nath Distt L S Hp Job Ii
Description
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Contact
Tender Id
2021_HPIPH_53294_1Bid Award Id
ViewTender No
5211-5260Tender 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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Wire crates made of Interlink chain filled with boulders with square cut faces against the wire. (Boulder filling to be measured and paid for separately). Interlink chain 5mm thick corresponding to SWG-6, 15 x 15 cm mesh as per the direction of Engineer in charge.
1375
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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.
12.13
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Providing and Fixing of MS fencing pannel of size 1.20 X 1.80 meters of jali (extended matel) 25 X25 mm mesh with all lead and lifts as per the direction of Engineer in Charge. Embedded in CC 1:2:4 (1 Cement : 2 Sand : 4 graded stone agg 20mm nominal size) The cost of CC 1:2:4 paid separatly.
16
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Steel work bolted in built up sections cutting ,hoisting fixing in position and applying a priming coat of red lead paint:- In grating, framed, guards, bar ladders, railing, brackets & similar work within all leads and lifts as per direction of Engineer-in-Charge.
27.68
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Providing and laying cement concrete 1:4:8 ( 1cement:4 sand: 8 graded stone aggregate 40 mm nominal size )and curing complete excluding the cost of form in foundation and plinth within all leads and lifts
4.55
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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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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.
3.11
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Walls (any thickness but not exceeding 0.1 metre thickness) including attached pilasters, butresses, plinth and string concrete etc. from top of foundation level upto floor two level with in all leads and lifts as per the direction of Engineer-in-Charge.
5.74
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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:-
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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.
13.32
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Veritcal surface such as wall ( any thickness) partion 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.
76.47
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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.
1140
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Providing and laying in cement concrete 1:2:4 (1cement 2 sand 4 graded stone agg.20mm nominal size) and curing complete excluding the cost of form work and reinforcement f in :-
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Suspended floors, roofs, landings, shelves and thier supports , baclonies beams and girders , bressumers and cantilevers a uoti floor two level including all leads and lifts complete in all respects.
0.26
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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.
1.16
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Providing and fixing man hole cover with angle iron 50x50x4mm thick with base frame) covered with MS Sheet 2mm thick with alllocking arrangements to avoid social activities complete in all leads and lifts as per direction of the Engineer-in-charge.
1
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Laying, Jointing & Testing of HDPE pipe of following dia in trenches PN 6 kgf /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). scour pipe 63mm dia
6
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Providing & fixing brass full way (with hand wheel) as per I.S. 780 class X 65mm nominal dia class PN-I for scour ) complete in all respect within all leads and lifts
1
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HDPE pipe 40 mm OD PN-6 PE-80
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