Irrigation Department Tender

View complete overview of Uttarakhand Irrigation Department Tender

Irrigation Department Tender

Works
Civil And Construction
Irrigation Work
Eprocure
Opening Date22 Feb 2025
Closing Date15 Mar 2025
Tender Amount₹ 2,53,91,000 
Notes
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Bid Capacity
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The bid capacity required in the given tender to bid 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) 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 bidder should submit the calculation sheet of bid capacity with the bid document certified by CA. The available bid capacity should be equal to or more than the total bid value, excluding maintenance cost.
Technical Capacity
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The required prior work experience for the bidder includes: - Project Manager: 5 years of experience in civil engineering construction - Site Engineer: 2 years of experience in civil engineering construction - Work Supervisor: 2 years of experience As for the value and percentage of similar works completed, it is mentioned that the bidder must have satisfactorily completed at least one similar nature work having a value not less than 25% of the construction cost of the work (Inclusive GST). Additionally, the bidder should have achieved in any one year, a minimum financial civil engineering construction turnover of 50% (as certified by Chartered Accountant) of the construction cost of the work (Inclusive GST). However, specific values and percentages of similar works completed are not explicitly mentioned in other parts of the information.

Costs

Description

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BOQ Items

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Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and crosssections as per Technical Specification Clause 302.3.5

1900

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Providing concrete in P.C.C. 1:3:6 for plain/reinforced concrete in open foundations complete as per drawings and technical specifications .

185

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Providing concrete in P.C.C. 1:2:4 for plain/reinforced concrete in open foundations complete as per drawings and technical specifications .

250

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Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203R.C.C. grade M 25 For nominal mix 1:1.5:3

110

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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 25 (Nominal mix 1:1.5:3) Height upto 5m

250

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Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

9

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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

18

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Providing, Lowering into trenches with true to alignment, Laying & Jointing of full lenghts of HDPE Pipes of specified grade as per IS:4984-1995 PE-100 Grade normal Pressure (PN) in 8kg/cm² 315 mm and specifications, with testing of pipe line including supply of jointing materials.

1350

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Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin- charge. (As per PWD Uttarakhand specifications)

40

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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

540

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R.R. Stone Masonry in 1:5 CM including supply of all materials,labour and T&P etc. required for proper completion of work

240

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R.R. Dry Stone Masonry including supply of all materials,labour and T&P etc. required for proper completion of work

290

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Pointing with cement mortar 1:3

120

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Back Filling behind R/W including supply of all materials,labour and T&P etc. required for proper completion of work

120

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Cement plaster 15 mm thick 1:4 on stone masonry

7700

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Random rubble masonry in case of stone pitching laid with cement mortar (1:5)

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Pointing with cement mortar (1:3) as per drawing and technical specification Clauses 613.3 and 1204

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