Irrigation Department Tender
View complete overview of Uttarakhand Irrigation Department Tender
Irrigation Department Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date28 Jan 2025
Closing Date18 Feb 2025
Tender Amount₹ 3,45,89,835
Technical
Technical
Financial
Bid Capacity
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The bid capacity required can be calculated using the formula: Assessed Available Bid Capacity = (A*N*M - B) where A = Maximum value of civil engineering work executed in any one year during the last five years (updated to the price level of the last year at the rate of 10 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 and more than six months as one in a year). M = 2.5 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 available bid capacity should be equal to or more than the total bid value, excluding maintenance cost, for the bidder to be qualified.
Technical Capacity
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The bidder should have experience in civil engineering construction work, with specific requirements including:
- A minimum financial civil engineering construction turnover of 50% of the construction cost of the work in any one year during the last five years.
- Satisfactory completion of at least one similar nature work having a value not less than 25% of the construction cost of the work. Additionally, the bidder's key personnel should have the following experience:
- The Engineer in Charge should have a minimum of 5 years of experience.
- The Site Engineer should have a minimum of 2 years of experience.
- The Work Supervisor should have a minimum of 2 years of experience. The bidder must also demonstrate experience in works of a similar nature for each of the last five years, with access to lines of credit and availability of other financial resources, which should be at least 25 percent of the contract value. However, specific values and percentages of similar works completed are not consistently mentioned, with the exception of the 25% value mentioned for similar nature work and the 50% turnover requirement.
Costs
EMD
₹ 6,92,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_IRDCE_79630_1Tender No
02/SE/2024-25Tender Authority
Irrigation Department ViewPurchaser Address
-Website
http://uktenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Providing concrete for plain/ reinforced nominal mix 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
1302
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Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604
89
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Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete
198
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Centering and shuttering including strutting, propping etc. and removal of form for :Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
882
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
29580
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Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
1312
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
480
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
359
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40 mm thick fine dressed Red sand stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush.
496
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Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
7144
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Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work.
4500
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