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
Pipe Line Project
Eprocure
Opening Date5 Jun 2019
Closing Date24 Jun 2019
Tender Amount₹ 13,53,463
Costs
EMD
₹ 27,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tapping Additional Source To Wss Kirting And Yang Kirting In Gp Ranika Distt. Lahaul And Spiti Hp
Description
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Contact
Tender Id
2019_HPIPH_29135_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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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.
3.83
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Providing and laying cement concrete 1:1.5:3 ( 1cement: 1.5sand: 3 graded 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.
1.06
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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.
2.38
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Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and cantilevers up to floor tow levels with in all leads and lifts as per direction of Engineer-in-Charge.
0.4
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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, 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 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.
3.14
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Vertical surface such as walls (any thickness) partitions and the like including attached pilasters buttresses, plint and string courses and the like with in all leads and lifts as per direction of Engineer-in-Charge.
31.75
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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.
422.4
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Providing and fixing man hole cover with angle iron 50x50x4 mm thick ( with base frame) & 25x25x4mm thick top fram covered with MS sheet 2mm thick with all locking arrangements to avoid social activities complete with in all lead and lifts (Medium duty)
1
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Fixing of HDPE pipe 63mm OD for scouring arrangement complete with in all leads and lifts as per direction of Engineer-in-Charge
6
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Fixing of brass full way/ half valve 65mm dia in scour pipe complete complete within all leads and lifts as per satisfaction and direction of Engineer-in-charge.
1
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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.
8.54
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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 40mm thick with in all leads and lifts as per the direction of Engineer-in-Charge.
11.34
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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.
53.76
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Laying, Jointing & Testing of HDPE pipe in trenches 10.00Kgf/cm^2 PN-6 working pressure PE-63 garde conforming to IS :4984-1998 complete including fitting 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 20 mm OD PN-10 as (IS: 4984-1998) PE-80
800
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HDPE pipe 25 mm OD PN-10 as (IS: 4984-1998) PE-80
700
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HDPE pipe 32 mm OD PN-10 as (IS: 4984-1998) PE-80
5000
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HDPE pipe 40 mm OD PN-10 as (IS: 4984-1998) PE-80
1200
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Providing & Laying cement concrete 1:3:6 ( 1 cement : 3 sand : 6 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.
1.64
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1.80 metre high fencing with 2.5 metre RCC post with 30mm girth (minimum) 2.50 metre centre to centre with nine horizontal lines and two diagonals of galvanised steel barbed wire ((IS:278-1962 Type-I) weighting 9.38Kg/per 100 metre (minimum) strained and fixed to posts with GI Staples complete cost of post, struts and straining bolts etc. complete within all leads and lifts as per satisfaction and direction of Engineer-in-charge. (Labour Rate)
40
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Steel work welded in built up sections trusses and framed work including cutting ,hoisting fixing in position and applying a priming coat of red lead paint complete with in all leads and lifts as per direction of Engineer-in-Charge.
43.66
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