Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Civil And Construction
Eprocure
Opening Date17 Aug 2018
Closing Date6 Sep 2018
Tender Amount₹ 20,21,912
Costs
EMD
₹ 40,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_HPIPH_22983_1Bid Award Id
ViewTender No
4575-4624 dt. 17.08.2018Tender 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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Laying, Jointing & Testing of HDPE pipe in trenches 10.00Kg PN-6Kgf/cm^2 working pressure PE-63 grade 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 40mm OD PN-6 as (IS: 4884-1998) PE-80
9300
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Providing & Laying cement concrete 1:6:12 ( 1 cement : 6 sand : 12 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.
4.44
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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.
4.25
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Stone soiling properly hand packed filling interstices with spalls stone and consolidating to the required gradient and camber including spreading watering and rolling of hiding materials and rolling of hiding materials moorum or earth etc. within all leads and lifts as per satisfaction and direction of Engineer-in-charge.
12.15
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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.
8.1
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Providing & Laying cement concrete 1:5:10 ( 1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining wall/ breast wall, the size of as per HPPWD specification. plum shall usually be 150mm to 300mm within all leads and lifts as per satisfaction and direction of Engineer-in-charge.
23.74
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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.
2.94
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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.
8.09
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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.
1.39
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Providing tor steel reinforcement for RCC work i/c bending, binding & placing in position complete up to floor two level in all leads and lifts as per direction of Engineer-in-charge.
869.4
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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, 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.
10.05
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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.
109.5
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Providing and fixing C.I. man hole cover with angle iron 50x50x4 mm thick ( with base frame) covered with MS sheet 2mm thick with all locking arrangements to avoid social activities complete with in all lead and lifts (Light duty)
2
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