Construction of semi-underground reservoir of 20,000 Gallons at Depacherra, Hiracherra VC attached to innovative scheme at Kalaigirir, Rising main under DWS Sub-Division, Kailashahar
Chief Engineer, PWD (DWS) · Kailashahar, Tripura · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹92.2L
- EMD: ₹1.8L
- Published: 03 Nov 2026
- Closing date: 13 Nov 2026
- Status: open
- Status as of: 08 Nov 2026 02:27 UTC
- Ministry: Government of Tripura
- Department: Public Works Department (Drinking Water and Sanitation)
- Office: Executive Engineer, DWS Division, Kumarghat
Description
Water supply scheme under JJM in DWS Division, Kumarghat for 2026-27, including construction of a 20,000-gallon semi-underground reservoir at Depacherra, Hiracherra VC, rising main, distribution pipeline, FHTC connections, and associated mechanical and electrical works. Estimated value is Rs. 9,215,710; EMD is Rs. 184,314.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Scanned copy of Earnest Money Deposit instrument, if submitted as e-BG or offline BG, Bidder/Contractor Certificate, Detail / 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 (99)
- Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. -All kinds of soil — Qty: 70.34 cum
- Earth work in excavation 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 2.13.1) By manual means — Qty: 190 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: 5.07 cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: 4.1.14) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) — Qty: 5.07 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: 5.1.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) — Qty: 10.24 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- 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) — Qty: 14.74 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- 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) — Qty: 9.9578 cum
- First class brick work in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ). — Qty: 0.13 cum
- Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ). — Qty: 30.62 sqm
- Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) — Qty: 26 kg
- Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required:- Using flats 30x6mm for diagonal braces and central cross piece. — Qty: 4.68 sqm
- Centering shuttering including struttings, propping etc. and removal of form work for: a) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply — Qty: 145.4 sqm
- b) Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply — Qty: 21.27 sqm
- c) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply — Qty: 45.69 sqm
- d) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply — Qty: 26.2 sqm
- e) Stairs (excluding landings) except spiral-staircases with wooden plank — Qty: 2.07 sqm
- 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: 3005.15 kg
- Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.20.4 Thermo-Mechanically Treated bars of grade Fe-500D or more — Qty: 1356.68 kg
- 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: 112.05 kg
- Supply & installation of pre-painted Galvalume sheets for roofing/cladding (size, shape and pitch of corrugation as approved by Engineer-in-charge) in 550mpa steel grade, made out of Cold Rolled Steel coated with Zinc-Aluminium alloy coating of 43.5% Zn, 55% Al and 1.5% Silicon confirming to ASTM A792/A792M and AS1397, Alloy coating AZ150/AZ70, colour coated with high quality Polyester coating, top coated of modified polyester of 20 micron, back side coat of 5 micron, having epoxy primer coat of 5 micron on both side. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-incharge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape — Qty: 17.33 sqm
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