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 Date2 Jan 2025
Closing DateCancelled
Tender Amount₹ 5,99,21,883 
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. The bid capacity required in the given tender can also be calculated using the following formulas: - For works costing Rs.2 lac or less: 10% of the tendered amount - For works costing between Rs.2 lac and 5 lac: 10% + 7.5% of the tendered amount - For works costing between Rs.5 lac and 50 lac: 10% + 7.5% + 5% of the tendered amount - For works costing above Rs.50 lac: 10% + 7.5% + 5% + 2.5% of the tendered amount (without any limit) Given the estimated cost of the work is Rs. 5,99,21,883/-, the security deposit can be calculated as follows: - Since the estimated cost is above Rs.50 lac, the formula to be used is: 10% + 7.5% + 5% + 2.5% of the tendered amount - However, the tender also mentions a uniform rate of 10% of the tendered amount subject to a maximum of Rs. 10 lakh only. Using the uniform rate, the security deposit would be: 10% of Rs. 5,99,21,883/- = Rs. 59,92,188.30, which is above the maximum limit of Rs. 10 lakh. Therefore, the bid capacity required in the given tender is a security deposit of Rs. 10 lakh. The financial qualification requires the bidder to have achieved a minimum average annual financial turnover of 30% of the estimated cost in the last 3 financial years. The experience of similar nature of work requires the bidder to have completed similar work during the last 7 years, with the following values: - 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 value of executed work shall be brought to the current costing level by enhancing the actual value of work at a simple rate of interest of 7% per annum, calculated from the date of completion to the previous day of the last date of submission of the tender. Current Value = Actual Value * (1 + (7%/year) * time in years) Where "time in years" is the period from the date of completion of the work to the day before the last date of submission of the tender.
Technical Capacity
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The bidder must have experience of having completed similar work during the last 7 years. The similar work experience can be in one of the following forms: - 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 definition of similar work is Construction of "Reinforcement cement concrete work", which includes works such as RCC water retaining structures, RCC Trench Weirs, STP’s, WTP’s, RCC Bridges, RCC box culverts & RCC buildings, and other works with a component of “Reinforced Cement Concrete”.

Costs

Summary

Embankment Protection Work At Vulnerable Points Of Kullu From Lower Shastri Nagar To Stp Badah In Tehsil Distt Kullu

Description

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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.

67423

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Providing, laying, jointing and testing of ISI marked high pressure PVC pipe of 110mm 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.

322

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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.

1893

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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.

2851

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Providing & laying in position machine batched & machine mixed design M-20 grade cement concrete for all RCC works upto plinth level using cement content (cement content @ 350 Kg/Cum) as per approved design mix including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing & reinforcement including admixtures in recommended proportions as per IS:9103 to accelerate/retard setting of concrete, improve workability without impairing strength & durability as per the direction of the Engineer-in-charge.

1326

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Providing & laying in position machine batched & machine mixed design M-20 grade cement concrete for all RCC works above plinth level using cement content (cement content @ 350 Kg/Cum) as per approved design mix including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing & reinforcement including admixtures in recommended proportions as per IS:9103 to accelerate/retard setting of concrete, improve workability without impairing strength & durability as per the direction of the Engineer-in-charge.

1651

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Providing & laying in cement concrete in 1:3:6 ( 1Cement:3:sand:6 graded stone aggregate 20 mm nominal size ) excluding the cost of centering and shuttering anf finishing in retaining walls , return walls, walls (anythickness) including attached plasters, columns, peirs, abutments, pillars, posts, struts, butresse, string or lacing courses, parapets , coping, bed blocks, anchor blocks up to all floor five level as per the direction of the Engineer-in-charge above HFL

550

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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.

3780

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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.

5250

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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.

1313

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Providing and laying cement concrete 1:3:6 (1Cement:3 sand: 6 graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding the cost of centring and shuttering and finishing in retaining walls/ breast wall, the size of plum shall usually be 150mm to 300 mm complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge.

245

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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.

236

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Removal of big boulder and excess debris from center of water way and constrcution of coffer dam in River Basin with removed material including stacking of big boulders in front of Gravity wall and dismentaling of cofferdam and spreading of dismentaled material as per the direction of Engineer-in-Charge,Including dewatering and bed preparation for constrcution of toe wall, Concrete gravity wall and cofferdam during entire constrcution period including all safety measures required in river Basin as per the satisfaction of Engineer-in -Charge

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