Irrigation And Waterways Department Tender

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Irrigation And Waterways Department Tender

Works
Civil And Construction
Irrigation Work
Eprocure
Opening Date27 May 2025
Closing Date19 Jun 2025
Tender Amount₹ 4,71,30,955 
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 Of Mayurakshi Dwarka Main Canal

Description

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BOQ Items

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Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.

16866.66

28

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Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.

14297.27

255

-

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Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, 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 but excluding cost of labour and materials for formwork & reinforcement works. (a) M-15 Grade. Using concrete mixer 1. Construction wing is to add cost and carriage of coarse aggregates and cost of cement as per requirement vide Table 3.2-1 only to arrive at consolidated rate. 2. From durability consideration, the value of minimum cement content and maximum water cement ratio to be considered in the mix design shall be as per the direction of the Engineer-in- Charge.

3237.731

5013

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Dressing and chilchalling flanks or slope of embankment including filling with earth or cutting upto 150 mm. average thickness and ramming properly after sprinkling water.

31291.248

11

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Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks Add cost at site of the materials to arrive at the complete rate. The compaction factor for dry, clean sand may be taken as 0.835. (The payment is to be made on the basis of the finished compacted volume.)

1589.222

850

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Precast cement concrete blocks or lining units as per designed section and specification, in 1:1.5:3 (corresponding to M20 Grade) with well graded 20 mm down stone metal aggregate, including dressing, ramming, shuttering, finishing the surface by trowel without adding any additional cement and sand morter,curing, transporting and laying the blocks or lining units at worksite in position, over sand cushion/ filter, layer, with cold (paper) joints between the adjacent units, having gap varying from 0 to 5 mm as tolerance,with all leads and lifts, including supply and carriage of all materials complete. (The rate is exclusive of the cost of stone aggregate and its carriage upto site. Construction wing has to add the cost of same from the SoR of PW (Roads) to derive the consolidated rate. Consumption chart of the USoR may be used for assessing the quantity of coarse aggregates per cum of concrete). With Stone Aggregate (Pakur, North Bengal or Rajmahal varieties)

2816.212

6480

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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. A. 225 mm dia pipe.

150

1489

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