Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date5 Feb 2025
Closing Date12 Feb 2025
Tender Amount₹ 5,50,73,589
AI Insights
Technical
Technical
Financial
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) N = Number of years prescribed for completion of the works for which bids are invited 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 is required to have completed civil engineering works, with the maximum value of works executed in any one year during the last 5 years taken into account. The value is updated to the current price level at a simple rate of 7 percent per year. A minimum of 90% completion of the award amount, including unpaid amounts due to lack of funds, is considered as completed work. For building and road works, the bidder should employ a qualified Engineer/Junior Engineer/Supervisor having experience of five years. For sanitary and Water Supply Works, the contractor shall employ a qualified Junior Engineer with an experience of not less than five years, out of which at least one year should be in Sanitary Engineering or Water Supply Works when the tendered costs of work to be executed is more than Rs. 25,000. No specific percentage of similar works completed is mentioned, but the bidder needs to provide the value of existing commitments and ongoing works, along with the stipulated period of completion remaining for each work. The bidder also needs to submit a list of works which are in progress or in hand, along with the amount and position of works in progress. The value of civil engineering works executed during the last seven years, updated to the current price level, also needs to be provided.
Costs
EMD
₹ 6,25,736Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Flood Mitigation And Embankment Protection Work To Vulnerable Area Land Property Residential Houses And Commercial For Sangam Ghat Toward Radha Krishan Temple In Mc Bhunter Distt Kullu H.p
Description
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Contact
Tender Id
2025_HPIPH_99432_1Tender No
11892-942 Radha Krishan MandirTender 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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Centring and shuttering including strutting, propping etc. and removal of form for foundation, footing bases of columns etc for mass concrete complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge.
4244.9
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Centerting and shuttering including strutting, propping etc and removal of from for walls (any thickness) including attached pillasters, buttresses, plinth and string courses etc. complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge.
2501.54
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Providing and laying cement concrete 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size ) and curing complete( Foundation and Plinth ) in all respect and to the entire satisfaction of the Engineer-in-Charge.
1507.28
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Providing and laying tor steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete up to or above plinth level complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge.
82900.4
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Providing, laying, jointing and testing of ISI marked high pressure PVC pipe of 100mm nominal dia with pressure rating PN-4.0 working pressure including cutting and fixing with apporved adhesive complete up to or above plinth level complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge.
898.92
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Stone/boulder pitching/ soling in front of stem wall up to 2.0mtr from raft complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge.
1548.93
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Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 Km and depth exceeding 3.0 meter but not exceeding 4.50 mtr. Also including ramming and watering to the earth in layers but not exceeding 20cm in trenches. plinth side of foundation etc in all kind of soils complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge.
2215.52
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Supplying and laying of drainage composite for use behind walls, between two different fills, along side drains of road, below concrete lining of canals etc. geocomposite for planar drainage, realized by thermobonding a draining core in extruded monofilaments with two filtering non woven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a 'W' configuration as longitudinal paralles channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene non woven geotextile of minimum thickness 0.75mm characterstics opening (090) of 110 micron and tensile strength of 8.0 KN/m that will be working as separation of protecting layer, geocomposite having in plane flow strength of 18 KN/M, with mass per unit area of 740 GSM, supplied in the form of roll for easy transportation to site of work as per detailed specification complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge.
1816
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Providing and laying 15cm thick sand layer on top and bottom of geo textile filter inlcuding carriage of material complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge.
544.8
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Providing and laying cemnet concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 40mm nominal size in :- foundation.
909.14
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Wire crates made of GI wire filled with boulders with square cut faces against the wire (boulder filling to be measured andpaid for separately) GI wire 5mm thick corresponding to SWG-6 (15cmX15cm) mesh complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge.
14205.23
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Providing and laying stone filling in layers with square cut faces in Gabion embankment wire crate in toe wall (GI wire shall be measured and paid seperately complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge.
1064.06
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Stone/boulder pitching/ soling in front of stem wall up to 2.0mtr from raft complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge.
404.34
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Providing and laying 20mm dia steel bars with hinges arrangments for launching apron cc blocks complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge.
1211.09
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Consultancy charges for preparation, approval of design and drawings duly vatted from the NIT or IIT/PEC as per direction of Engineer in charge.
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