Installation of 5 Nos. Solar Mini RLI schemes on turnkey basis at different mouzas in Garbeta-II Block under Midnapore (AM) Division under Core Sector program
Kolkata (A-M) Resources Circle · Paschim Medinipur, West Bengal · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹28.6L
- EMD: ₹57K
- Published: 05 Nov 2026
- Closing date: 04 Dec 2026
- Status: open
- Status as of: 08 Nov 2026 23:59 UTC
- Department: Water Resources Development Directorate
- Office: Executive Engineer (AM), Midnapore (AM) Division
Description
Turnkey installation of the Kunarpur-II New Solar Mini RLI Scheme in Garhbeta-II Block, Paschim Medinipur, under the Core Sector Programme for FY 2026-27. The work includes water transmission arrangements, procurement of materials, a solar photovoltaic system and formation of a Water Users Association.
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 (90)
- PART – A [LAYING OF WATER TRANSMISSION ARRANGEMENT AT Kunarpur-II New Solar Mini RLI Scheme UNDER MIDNAPORE (A-M) DIVISION.] Please see the details in Sheet (WTA) — Qty: 1 Nos
- PART – B [PROCUREMENT OF MATERIAL AT Kunarpur-II New Solar Mini RLI Scheme UNDER MIDNAPORE (A-M) DIVISION.] Please see the details in Sheet (PROCUREMENT OF MATERIAL) — Qty: 1 Nos
- PART – C [SOLAR PHOTOVOLTAIC AT Kunarpur-II New Solar Mini RLI Scheme UNDER MIDNAPORE (A-M) DIVISION.] Please see the details in Sheet (SOLAR SYSTEM) — Qty: 1 Nos
- PART – D [FORMATION OF WUA AT Kunarpur-II New Solar Mini RLI Scheme UNDER MIDNAPORE (A-M) DIVISION.] Please see the details in Sheet (WUA) — Qty: 1 Nos
- 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. — Qty: 12.968 m3
- 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 — Qty: 861.6 m3
- Laying of P.V.C. pipes of different diameters within field trenches in curve / straight line using P.V.C. fittings, viz. Bend, Tee, Reducer etc. and making leak proof joints with couplers after roughening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipes, fittings and solvent cement to be supplied by Deptt.) all complete as per direction of Engineer-in-Charge. a) 140 mm dia PVC Pipe — Qty: 336 M
- b) 110 mm dia PVC Pipe — Qty: 1200 M
- Earth work in filling in trenches after laying pipe lines (PVC,RCC,ACP etc.) with good earth obtained from excavation of field trences in layer not exceeding 225 mm , including watering & ramming etc. layer by layer complete. (payment will be made on the basis of measurement of finished quantity of work) — Qty: 845.032 m3
- Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. — Qty: 3.101 m3
- Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 — Qty: 29.001 m2
- 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: 4.362 m3
- 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). — Qty: 1.677 m3
- Centering and shuttering including strutting, propping etc. and removal of form work for : 4.3.1 Foundations, footings, bases for columns (Page- 98, (Code no. 4.3.1, CPWD SCHEDULE-2023) — Qty: 26.277 m2
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. (i)For foundation Blocks of Water Distribution System — Qty: 66 Kg
- Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand). — Qty: 5.333 m3
- Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) — Qty: 8.1 m2
- 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) — Qty: 50.198 m2
- Labour charges for fitting and fixing and laying , where necessary of fowlling M.S/G.I. /E.R.W pipes and accessories (to be supplied deparmentally) including transportation of the same cutting, threading, jointing & making leak proof threaded / flanged joints at site, by using scoket/ rubber insertion, nuts and bolts etc., maintaing the proper alignment and level / all complete / as per direction of E-I-C. (i) 150 mm. dia. G.I Pipe — Qty: 60 m
- (ii) 100 mm dia. G.I Pipe. — Qty: 24 m
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