Himachal Pradesh Irrigation And Public Health Department Tender

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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date30 Jan 2025
Closing Date6 Feb 2025
Tender Amount₹ 5,59,66,559 
Notes
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AI Insights

Bid Capacity
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Bid capacity = (A*N*M - B) Where: A = Maximum value of civil engineering works executed in any one year during the last 5 years (updated to the price level of the financial year in which bids are received at simple rate of 7 percent a year) taking into account the completed as well as works in progress. N= Number of years prescribed for completion of the works for which bids are invited (period up to 6 months to be taken as half-year and more than 6 months as one year). M= 1.5 (One and half) B= Value, at the current price level, of existing commitments and on-going works to be completed during the period of completion of the works for which bids are invited.
Technical Capacity
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The bidder must have experience of completing similar work within the last 7 years. The similar work can be either of the following: - Three similar completed works costing not less than 40% of the estimated cost. - Two similar completed works costing not less than 50% of the estimated cost. - One similar completed work costing not less than 80% of the estimated cost. The similar work includes Flood Management/Flood Protection Works or Civil works which include RCC Work. The value of executed work is adjusted to the current costing level by adding a simple rate of interest of 7% per annum. Completed work refers to work that is either fully completed or completed to a minimum of 90% of the award amount.

Costs

Summary

Providing Flood Protection Work For Hrtc Workshop At Bashing In Tehsil Distt. Kullu H.p.

Description

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Contact

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Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens & ballies, for all height of propping and centring and removal of the same for in situ reinforced concrete and plain concrete work with in all leads and lifts. The plates shall be sand papered and properly greased with oil before it placement for form work complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge. in: -

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Vertical surfaces such as wall(any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like

4674

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Providing and laying cement concrete 1:4:8 ( One cement: Four sand: Eight graded stone aggregate forty millimeter nominal size )and curing complete excluding the cost of form in foundation and plinth within all leads and lifts

209

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Providing & laying cement concrete 1:1.5:3(One cement :One & half sand: Three graded stone agregate of 20mm nominal size) including bailing out, pumping of water or diversion of river flow and curing complete excluding cost of from work and reinforcement for reinforced concrete work complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge. in

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Walls of any thikness but not less that 0.10 Mtrs thickness including attached pilasters, buttresses plinth and string courses etc, from top of foundation (level) upto floor of any level including all leads and lifts etc. complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge.

3083

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Providing and laying tor steel reinforcement for Reinforced Cement Concrete work including bending, binding and placing in position complete including cost of binding wires complete in all respect with in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge.

61666

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Providing and fixing 100mm dia PVC pipe arrangement in weep hole including PVC mesh in all leads and lifts as per the direction of Engineer in charge.

626

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Providing Wire crate made of G.I. wire hand woven (double twisted) filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separately) GI wire 5mm thick corresponding to SWG-6 15cmx15cm mesh in apron and sloping pitching complete in all leads and lifts including carriage of material and to the entire satisfaction of Engineer-in-charge.

10649

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Providing & laying stone filling in layers in Apron of guide banks embankment and protection work in wire crates made of G.I. wire filled with boulders with square cut faces against the wire the size of boulder / stone used in apron shall be larger then the opening of mesh i.e more than 15cm having proportionate weight not be less than 18kg (wire crates to be measured and paid for separately) including carriage of materials within all leads & lifts.

1697

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Preparation and approval of design and drawings duly vetted from the NIT,IIT or PEC as per direction and to the entire satisfaction of the Engineer-in-Charge.

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