Installation of 02 (two) new Midi (E) RLI at different mouzas in Farakka Block of the District of Murshidabad under Berhampore-I (Agri-Mech) Division under Core Sector Programme
Water Resources Development Directorate · Farakka, West Bengal · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹41.1L
- EMD: ₹82K
- Published: 12 Oct 2026
- Closing date: 17 Nov 2026
- Status: open
- Status as of: 19 Oct 2026 00:19 UTC
- Department: Water Resources Development Department
- Office: Kolkata (A-M) Resources Circle
Description
Installation of a new Midi (E) RLI scheme at Kalaidanga, Farakka Block, Murshidabad, including construction works, pipeline installation and testing, and supply of pipes, fittings, valves and related materials.
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 (203)
- Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (For Spout chamber and QDP) — Qty: 18.196 m3
- Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete — Qty: 3.839 m3
- Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. — Qty: 51.178 m2
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level a) For works in foundation , Basement up to roof of ground floor/ up 4 mtr — Qty: 70 kg
- 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: 5.7028 m3
- 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-lll) derived from natural sources : 3 graded stone aggegate 20 mm nominal size derived from natural sources) — Qty: 2.1535 m3
- Brick work with common bumnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand). — Qty: 1.755 m3
- Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) — Qty: 7.0864 m3
- Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) — Qty: 14.56 sqm
- Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete — Qty: 16.045 sqm
- Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts — Qty: 8.68 sqm
- CEMENT PLASTER (IN COARSE SAND) 15 mm cement plaster on the rough side of single or half brick wall of mix (b) 15 mm. thick plaster 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) — Qty: 142.336 m2
- Neat cement punning — Qty: 142.336 m2
- Enhamvcement due to apllying (i) Modified Estimated Cost after using correction factor on DSR -2023 on account of GST @0.973 as per O.M Issued by DG, CPWD vide no-158/SE/(TAS)/GST/2024/02-Date-08/08/2026 SH: I to SH:-VII i.e @ 0.973% and (ii) After Add enhancement for cost index @115% on DSR-2023 item (As approved Cost Index of Berhampore in 115 on DPAR 2023 (Base-100) as on 01/04/2024 vide letter No 34(1)/SDG(Kol)/Cost Index/2024/1316(H) Dated 01/04/2025 on B = (301028.02*.973*1.15)-301028.02= 35807.283 — Qty: 1 LS
- Carriage 4% (except item no 2)on (3-15) ((301028.02-4736.42 )*.973*1.15) = 331535.48 — Qty: 0.04 Percentage
- Earthwork in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. 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. (For Pipe Trench) — Qty: 1198.61 m3
- Earthwork in filling in tranches after laying pipe lines (PVC,RCC,ACP etc.)with good earth obtained from exavation of field trenches in layer not exceeding 225mm, including watering &ramming etc layer by layer complete(payment will be made on the basis of measurement of finished quantity of work) — Qty: 976.59 m3
- i) 200 mm.OD. — Qty: 807.58 meter
- ii) 140 mm. OD. — Qty: 1533.46 meter
- Labour charges for fitting, fixing150 mm. Dia. Alfa-AIfa valve with 160mm. dia. P.V.C. riser pipe with the help of flanged P.V.C. tail-piece by joining the P.V.C. End of Tail-piece and riser pipe with coupler and flanged end of Tail-piece and Alfa-Alfa valve with rubber insertion, nuts and bolts etc. complete. — Qty: 13 Each
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