Pey Jal Nigam Uttarakhand Tender

View complete overview of Uttarakhand Pey Jal Nigam Uttarakhand Tender

Pey Jal Nigam Uttarakhand Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date12 Apr 2025
Closing Date2 May 2025
Tender Amount₹ 3,29,64,000 
Notes
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Class Of Bidder
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For building works, the bidder must be registered in class "A", and for Electrical works, the bidder should be registered in category class "C" and above.
Bid Capacity
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The formula for bid capacity is: Assessed Available Bid capacity = (A x N x 2 - B), where A = Maximum value of Civil Engineering works executed in any one year during the last five years, N = Number of years prescribed for completion of the works for which bids are invited, and B = Value of existing commitments and ongoing works to be completed during the next years.
Technical Capacity
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The required prior work experience for the bidder includes having satisfactorily completed at least one similar work of value not less than 80% of the estimated cost put to tender, or at least two similar works of value not less than 60% of the estimated cost put to tender, or at least three similar works of value not less than 40% of the estimated cost put to tender. The actual value of such similar executed works shall be increased at a simple rate of 7% per annum to bring the same to the current costing level. The bidder should have experience of work under a Central/State Govt. Department and its Undertakings, with experience certificates for similar works obtained from any private agency/contractor not considered. The value of the work executed under the agreement should be as specified, but the exact amount is not specified. However, it is mentioned that the bidder should have solvency of a minimum amount equal to 40% of the estimated cost of the work. The bidder should submit a list of running works of similar nature, in progress, and a certificate for their up-to-date progress and execution of the work satisfactorily, with the certificate furnished by the employer, not less than the rank of the Executive Engineer. The bidder should also submit year-wise details of quantities of different items of works executed and their value as per their agreements. The required information on prior work experience, including values and percentages, is partially available, with specific values and percentages for similar works completed mentioned as 80%, 60%, and 40% of the estimated cost put to tender.

Costs

Description

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BOQ Items

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

631

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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C. grade M 25

555.75

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

139834.01

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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material

135

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RandomRubbleStoneMasonrylaidin1:6cementandsandmortar, inbreastwalls, retainingwalls,parapets,scuppers,etc. includingsupplyofallmaterial, labour,T& and royaltiiesetc. completeasper drawingand technic specificationsClauses 702, 704, 1202 & 1203 of MORD Specifiction

225

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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C. grade M 20 Nominal mix (1:2:4)

23.4

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Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

405

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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 Gravel/Soil-Aggregate Base (Table 400.2) Grading C

202

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Gravel/Soil Aggregate Base/Subbase Nominal Maximum size Grading 80 mm (Table 2.3 of IRC SP 77-2008) Construction of Gravel/ Soil Aggregate Subbase/ Base by providing well graded material of nominal maximum size grading 80 mm as per Table 2.3 of IRC SP 77-2008, spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by mix in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80-100 kN Static Roller capacity to achieve the desired density complete as per specifications contained in Para 2.2, 3.6 and 3.7 of IRC SP 77-2008.

202

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Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. P.C.C grade M 10 Nominal mix 1:3:6

135

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Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504.

1350

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Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) : Using Concrete Mixer

300

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