Irrigation And Waterways Department Tender

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Irrigation And Waterways Department Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date27 May 2025
Closing Date18 Jun 2025
Tender Amount₹ 3,48,25,297 
Notes
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Technical Capacity
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The bidder must have satisfactorily completed at least one work of 'similar in nature' under the Government Sector within the last 5 financial years. The gross monetary value of this work should be at least ₹ 74.71 Lakh or ₹ 120.07 Lakh. This value is 30% of the amount put to tender for single bidders and 60% for Consortium/JV. The work should be of similar nature, specifically protection work, including river, canal, pond, embankment, road, or coastal protection works. The minimum gross notional value of the major item desired is ₹ 74.71 Lakh or ₹ 120.07 Lakh, which is 40% of the major items of the BOQ for protection work. Additionally, the bidder should have completed similar works with a value equal to or exceeding 25% of the Tender BOQ or above. For Consortiums or Joint Ventures, each constituent 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 zone of the last five financial years. The average annual financial turnover of the bidder should be at least 30% of the amount put to tender, and for Consortium/JV, it should be at least 90% of the amount of the tender. The average of Gross Annual Turnover of the bidder, except for Consortiums and Joint Ventures, for any three financial years within the immediate preceding five financial years, should be at least ₹ 104.48 Lakh (30% of the Amount put to Tender). For Consortiums or Joint Ventures, this value should be at least ₹ 313.44 Lakh (90% of the Amount put to Tender).

Costs

Summary

Wbiw/se/wc-ii/nit-02e/2025-26, Sl No. 02.

Description

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BOQ Items

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DO_NOT_SHOW

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Earth work in excavation of foundation of structures as 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

556

135

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Making rectangular sausage cage with 10 SWG galvanized iron wire of 125mm. x 125mm. mesh wire netting with proper lapping of minimum 150 mm. including sewing the joints with 12 SWG G I wire and supply of all materials and equipments including placing the sausage cage in position, filling the same with boulder or lump agreegates complete as per direction of the Engineer-in-charge but excluding the cost of boulder / lump aggregates and its carriage upto site.(Cost is excluding the cost of end pieces ) C) 1.2 metre x 0.6 metre nominal section

719.7

663

-

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d) 0.9 metre x 0.6 metre nominal section

606

538

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g) 1.05 metre x 0.6 metre nominal section

771

600

-

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f) 1.35 metre x 0.6 metre nominal section

1364.2

725

-

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h) 0.75 metre x0.45 metre nominal section

392.15

411

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j) 0.60 metre x0.45 metre nominal section

550

355

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Supplying, fitting, fixing end pieces for rectangular / square / circular sausages at the ends, with 10 SWG / 8 SWG G I wire net of different mesh sizes tying & sewing the same maintaning a lap langth of 150 mm all around with 12 SWG G I wire complete, including the cost of supply of wire netting,fitting etc, complete as per direction of the Engineer - in - charge. b) Mesh size 125 mm x 125 mm with 10 SWG wire

423

128

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Labour charges for boulder pitching on top and slope by placing required boulders (each weighing 20 kg and above within leads of 100 metres and all lifts) including filling the interstices with fragments as required, preparing the subgrade by cutting or filling the earth on slope upto 7.5 cm. depth , watering and ramming where neceesary complete as per direction of the Engineer -in- charge. a)Over Jhama khoa/metal filter/Geo textile filter

2049

597

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Supplying at site and laying in position UV stabilized polypropylene woven geotextile of 430 gsm as filter, as per specification, including cost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing / welding the overlapped portion, storage and transportation by all means, complete as per direction of the Engineer-in-charge. Note: 1. Payment to be made on measurement of finished surface without lapping, but including anchoring length at top. 2. Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.7.7, 2.7.9 and 2.7.10 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as “Specification & Special Terms & Conditions for Geotextile” in case of use of this item in the estimate. 3. This particular item is to be used in special cases, either in continuation of previous usage or after offering adequate justification from techno-economical angles.

12052

288

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Ordinary Cement concrete (mix1:2:4)with graded stone chips (20 mm nominal size)excluding shutteringand reinforcement,if any,in ground floor as per relevant IS code

104.55

6448

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Labour charge for dumping / laying of Laterite / Stone Boulders / Shingles / Brick Bats, from stack of worksite with all leads and lifts in water or spreading the same on the slope of the bank of River/Sea or the slope of the embankment or in the River/ Sea bed to an uniform thickness as per direction of the Engineer-in-charge including cost of all accessories and other incidental charges. (a) Boulder 20kg & above where boats are not necessary.

3192

241

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Supply of stone boulders at site [Quarries from Pakur/ Pachami variety] each weighing 20 kg and upto 40 kg including cost of material, loading, unloading and carriage and including all incidental charges like Royalty complete. (Royalty certificate in original from competent authority are to be submitted along with the bill, otherwise amount due towards Royalty of stone/ laterite boulder will be deducted from the bills of works.) Black stone (Each weighing 20Kg & up to 40 Kg) Following rates of royalty are to be considered till further modification of prevailing rates by the Department of Industry, Commerce & Enterprises, Govt. of West Bengal for Pachamil sourced stone boulder and laterite boulderand by the Department of Mines & Geology,Government of Jharkhand for stone boulder of Pakur variety B) pakur boulder : Rs. 105 per Cum

7570

2671

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Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge.

7700

5

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Labour charges for stacking unloaded boulder / shingles to make them convenient for measurement as per direction of the Engineer-in-charge. a) Boulder of size above 20 kg

7570

84

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Extra rate over item no 13 for carrying boulder by head load for each additional lead of 50 meter or part thereof beyond initial distance of 50 meter, upto a distance of 200 metre. For 4 Nos lead

7570

133

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Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)..

6.48

11150

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Supplying, spreading and consolidating Moorum [Quarries from Poradiha, Jhargram] to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification. Note: Add cost at site of the materials to arrive at the complete rate. The compaction factor may be taken as 0.67. (The payment is to be made on the basis of the finished compacted volume of moorum.)

1125

1432

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