3 nos Flood/Storm water discharge pump house and 1 no. vehicle mounted movable water pump machine for discharge of flood water under Belonia MC under SASCI 2025-26 Phase-I
Tripura Urban Planning and Development Authority · Belonia, Tripura · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹2.8Cr
- EMD: ₹5.6L
- Published: 23 Oct 2026
- Closing date: 12 Nov 2026
- Status: open
- Status as of: 25 Oct 2026 13:39 UTC
- Ministry: Urban Development Department, Government of Tripura
- Department: Directorate of Urban Development
- Office: Executive Engineer, TUDA, Shakuntala Road, Near Rabindra Bhawan, Agartala
Description
Construction of three flood/storm water discharge pump houses and supply of one vehicle-mounted movable water pump machine for flood-water discharge under Belonia Municipal Council, funded under SASCI 2025-26 Phase-I.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Tenderers/Contractor Certificate, Detail / Structure of the Organization, Affidavit of the Bidder, Summary of Similar works executed by the intending Bidder during last 7 (seven) years, Description of each Similar Works executed by Bidder to illustrate qualifications, duly signed by the Client, Average Annual Financial Turnover on construction works for last 3 (three) years, Solvency Certificate from a commercial bank, Details of value of construction works executed in each year during the last 7 (seven) financial year, Details of existing Commitments of ongoing works during the period of execution of work, Details of Key Technical Personnel of the Contractor entrusted for the proposed tendered work
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Commercial terms
- Bid type: Two Bid
- Make in India (MII): No
- MSE preference: No
Line items (89)
- Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. — Qty: 120 Sqm
- 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: 12.564 Cum
- B. With dewatering. Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. I Ordinary Soil (i) Upto 3 m depth — Qty: 991.982 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: 16.262 Cum
- Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. -All kinds of soil — Qty: 334.849 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 stone aggregate 20 mm nominal size) — Qty: 15.446 Cum
- Providing and laying in position ready mixed concrete manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of RMC from transit mixer to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per the direction of Engineer-in-Charge. (Note :- Cement content considered in this item is @ 418 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level Reinforced cement concrete grade M-25 using 418 kg of cement per cum — Qty: 137.491 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: 19406.876 Kg
- Centering shuttering including struttings, propping etc. and removal of form work for: Foundations, footings, bases for columns etc. for mass concrete with timber plank — Qty: 58.066 Sqm
- Centering shuttering including struttings, propping etc. and removal of form work for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply — Qty: 458.2 Sqm
- Centering shuttering including struttings, propping etc. and removal of form work for: Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply — Qty: 96.18 Sqm
- Providing and laying in position ready mixed concrete manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of RMC from transit mixer to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per the direction of Engineer-in-Charge. (Note :- Cement content considered in this item is @ 418 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto Floor five level Reinforced cement concrete grade M-25 using 418 kg of cement per cum — Qty: 26.692 Cum
- 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: 5978.969 Kg
- Centering shuttering including struttings, propping etc. and removal of form work for: Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply — Qty: 98.724 Sqm
- Centering shuttering including struttings, propping etc. and removal of form work for: Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply — Qty: 128.435 Sqm
- 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: 3.169 Cum
- First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ). — Qty: 31.188 Cum
- Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as required:- G.I.pipes. — Qty: 272.054 Kg.
- Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 275mm long wire springs grade No.2 and M.S. top cover of required thickness for rolling shutters & with handles, hold fast including embedding in cement concrete of required grade required for fixing in position, all necessary fittings, including applying of approved steel primer etc. complete as required:- 80xl.25mm M.S. laths with 1.25 mm thick top cover. — Qty: 6.12 Sqm.
- 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 M.S. angels 40x40x6 mm for diagonal braces. — Qty: 10.8 Sqm.
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