Re-excavation of Michir Pukur (WDS) Water Detention Structure with allied structure at Andal Block under Burdwan (AI) Division under Core sector Program
Kolkata (A-M) Resources Circle · Paschim Bardhaman, West Bengal · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹44.6L
- EMD: ₹89K
- Published: 29 Oct 2026
- Closing date: 25 Nov 2026
- Status: open
- Status as of: 30 Oct 2026 05:37 UTC
- Department: Water Resources Development Directorate
- Office: Kolkata (A-M) Resources Circle
Description
Re-excavation of Michir Pukur Water Detention Structure and allied works at Mouza Madanpur, Andal Panchyet Samity, Paschim Bardhaman, under the Core Sector Programme 2026-27. The work includes excavation, embankment erosion control, concrete and masonry works, and community and water-user association activities.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (36)
- Re-excavation of Water detention Structure Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge — Qty: 244.69 HP-Hr
- Earthwork in excavation in the canals/drainage channels/borrowpits/ River bed / slope of bankas noted below as per designed section& throwing the spoils in layers of 25cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge. (a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil. — Qty: 22644.13 Cum
- Extra rate over Item Nos.1.01, 1.02 & 1.03 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres. For Lead beyond 30m upto 60 m 30% of Total Earthwork =6793.24 Cum For First Additional lead of 30 metres — Qty: 6793.24 Cum
- For Lead beyond 60m upto 90 m 20% of Total Earthwork = = 4528.83 Cum Cum For First Additional lead of 30 metres — Qty: 4528.83 Cum
- For Second Additional lead of 30 metres — Qty: 4528.83 Cum
- For Lead beyond 90m upto 120 m 30% of Total Earthwork =6793.24 Cum For First Additional lead of 30 metres — Qty: 6793.24 Cum
- For Second Additional lead of 30 metres — Qty: 6793.24 Cum
- For Third Additional lead of 30 metres — Qty: 6793.24 Cum
- Extra rate over Item Nos. 1.01, 1.02 & 1.03 for all kinds of soil for every additional lift of 1.50 metre or part thereof beyond the initial lift of 1.50 metre. For Lift beyond 1.50 metre upto 3.0 m. 40% of Total Earthwork =9057.65 Cum For Additional Lift of 1.5 metres — Qty: 9057.65 Cum
- Supplying, testing and installation of open Weave Jute Geo-textile (JGT) having overall weight of 500 gm/sq. m, thickness 6 mm, width 1220 mm, Tensile strength 10 KN/m (Warp direction) × 7.50 KN/m (weft direction) on slopes of embankments dressed and cut to a gradient as per design and drawing for control of surface soil erosion on proposed bank slope of embankment including the cost of preparation of subgrade and excavating the trenches of 500 mm deep and spade-width wide where necessary, and filling the trenches with earth duly secured to sub-grade by U shape MS staples (11 gauges) or wooden or plastic pegs at an interval of 450 mm, providing side lapping of 100 mm and horizontal lapping of 300 mm as per direction complete.The rate is inclusive of all incidental charges, transportation by all means to the work site, all leads and lifts complete. (Payment will made on the basis of finished surface area of the slope). — Qty: 2100 Sqm
- Earth work in excavation by mechanical means (Hydraulic excavator)/Manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 2.6.1 All kinds of soil — Qty: 77.19 Cum
- Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. — Qty: 3.94 Cum
- 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 4.66 Cum
- Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 20.91 Cum
- Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete — Qty: 23.82 SQM
- Suspended floors, roofs, landings, balconies and access platform — Qty: 19.53 SQM
- Columns, Pillars, Piers, Abutments, Posts and Struts — Qty: 32 SQM
- Stairs, (excluding landings) except spiral-staircases — Qty: 10.71 SQM
- Lintels, beams, plinth beams, girders, bressumers and cantilevers — Qty: 27 SQM
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. — Qty: 1667.05 kg
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