Irrigation And Waterways Department Tender

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The Irrigation And Waterways Department has issued a formal invitation for competitive bids for Improvement Of Irrigation Potential By Resuscitation Dy10 in Birbhum, West Bengal, with an estimated contract value of Rs. 2,82,32,508. The bid opening date for this tender is 27-05-2025 and the last date for bid submission is 19-06-2025. Interested bidders for Irrigation And Waterways Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Irrigation And Waterways Department Tender

Works
Civil And Construction
Irrigation Work
Eprocure
Opening Date27 May 2025
Closing Date19 Jun 2025
Tender Amount₹ 2,82,32,508 
Notes
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The required prior work experience for the bidder is based on the Pre-Qualification (PQ) eligibility criteria, which requires the bidder to have completed a similar work contract within the last five financial years. The gross value of the work submitted as PQ Credential will be multiplied by a factor to take care of inflationary effects. The bidder must have satisfactorily completed at least 1 (one) work of ‘similar in nature’ under Government Sector within last five FYs on the date of publication of this NIT of Gross monitory value of Rs. 154.45 Lakh for individual bidders and Rs. 308.90 Lakh for Consortium/JV. Additionally, the gross notional amount calculated from the Credential Certificate (CC) should be at least 30% of the amount put to tender for a single similar work for individual bidders, and for Consortium/JV, the sum of gross notional value of work in respect of the CC of individual entities for works of similar nature should be at least 60% of the amount put to tender. Another value mentioned is that the bidder must have satisfactorily completed at least 1 (one) work of ‘similar in nature’ under Government Sector within last five FYs on the date of publication of this NIT of Gross monitory value of Rs. 76.22 Lakh for individual bidders and Rs. 152.45 Lakh for Consortium/JV. The bidder should also have an average of Gross Annual Turnover of at least Rs. 141.39 Lakhs (30% of the Amount put to Tender) for any three FYs within immediate preceding five FY on the date of publishing of NIT for individual bidders, and for Consortiums or Joint Ventures, this value should be at least Rs. 424.18 Lakhs (90% of the Amount put to Tender). In terms of percentage, the bidder should have completed at least one similar work, but no specific percentage of similar works completed is mentioned. However, the physical milestones for completion of each work within stipulated time are mentioned. The amount to be withheld in case of non-achievement of milestones is mentioned, and an Additional Performance Security of 10% of the tendered amount is required if the accepted bid price is below 20% of the tender BOQ or below by more than 20% of the tender BOQ. Each constituent of a Consortium or Joint Venture must have at least 20% of the tender value as their individual average of annual turnovers from business in any three financial years within the last five financial years. The tender value ranges from above Rs. 100.00 lakh to Rs 5000.00 lakh.

Costs

Summary

Improvement Of Irrigation Potential By Resuscitation Dy10

Description

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BOQ Items

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Extra rate over Item No. 2 for all kinds of soil for every additional lift of 1.50 metre or part thereof beyond the initial lift of 1.50 metre. A) 1 No. Extra Lift

26970

14

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Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of NB :- Measurement to be taken on the basis of stack measurement / prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking. B) Beyond 1.00 km and upto 2.00 km

10540

341

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C) Beyond 2.00 km and upto 3.00 km

24593

350

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Excavation for Structures Earth work in excavation of foundation of structuresas per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. a) upto 3 m depth (iv) Without pumping out water and shoring

1101

135

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Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.

81

740

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Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. A) PCC Grade M20 (i) Height upto 5m

551

6976

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Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation.

367

9241

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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row.Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD. 225 mm dia

593

1436

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