Water supply scheme under JJM under DWS Division, Kumarghat during the year 2025 26 SH Construction of GWTP of 5000 GPH capacity for SBDTW innovative scheme at Rajardigirpar, Maguruli GP under DWS Sub-Division, Kailashahar
Chief Engineer, PWD (DWS) · Unakoti, Tripura · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹37.8L
- EMD: ₹76K
- Published: 03 Nov 2026
- Closing date: 10 Nov 2026
- Status: open
- Status as of: 08 Nov 2026 02:24 UTC
- Ministry: Government of Tripura
- Department: Public Works Department (Drinking Water and Sanitation)
- Office: Executive Engineer, DWS Division, Kumarghat
Description
Construction of a 5000 GPH capacity ground water treatment plant (GWTP) for the SBDTW innovative scheme at Rajardigirpar, Maguruli GP, under DWS Sub-Division, Kailashahar, as part of the JJM water supply scheme.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Scanned copy of Earnest Money Deposit or Bank Guarantee, Bidder/Contractor Certificate, Details/Structure of the Organization, Declaration of the Bidder, Details of Key Technical Personnel of the Contractor entrusted for the proposed tendered work during execution
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (39)
- 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil — Qty: 28.49 cum
- Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. — Qty: 5.03 cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) — Qty: 5.03 cum
- Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level: i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) — Qty: 7.91 cum
- Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement. 5.2.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) — Qty: 36.66 cum
- Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement- 5.3.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) — Qty: 8.49 cum
- 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: 159.2 kg
- Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more — Qty: 3340.63 kg
- Centering shuttering including struttings, propping etc. and removal of form work for: a) Foundations, footings, bases for columns with timber plank — Qty: 8.43 sqm
- b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply — Qty: 323.75 sqm
- c) Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply — Qty: 22.35 sqm
- e) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply — Qty: 11.52 sqm
- f) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply — Qty: 25.87 sqm
- 6 mm cement plaster of mix : Cement mortar 1:4 (1 cement : 4 fine sand) — Qty: 348.02 sqm
- Neat cement punning. — Qty: 696.04 sqm
- Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% Ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified and as per direction of Engineer-in-charge. i) 2mm thick corrugated (2.5" or 4.2" or 6") or step-down (2"or 3"or 6") as specified. — Qty: 61.92 sqm
- ii) 2mm thick flat — Qty: 3.3 sqm
- Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. — Qty: 713.88 kg
- Providing and placing filter gravel having effective size of 3.00 mm to 25 mm & uniformity co-efficient of not more than 1.70 and or less than 1.30 obtained from Barakar river, West Bengal as per specification and the direction of the Engineer - in-charge. — Qty: 8.79 cum
- Providing and placing rapid gravity filter sand having effective size of 0.50 mm to 1.00 mm & uniformity coefficient of not more than 1.70 and or less than 1.30 obtained from Barakar river West Bengal as per specification and the direction of the Engineer - in - charge. — Qty: 16.22 cum
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