Panisagar Pond Rejuvenation Project under SASCI 2025_26

Tripura Urban Planning and Development Authority · Panisagar, Tripura · Civil Works & Infrastructure · open

Key facts

Tender value: ₹1.9Cr
EMD: ₹3.7L
Published: 23 Oct 2026
Closing date: 12 Nov 2026
Status: open
Status as of: 25 Oct 2026 13:38 UTC
Department: Directorate of Urban Development
Office: Executive Engineer, Tripura Urban Planning & Development Authority (TUDA), Shakuntala Road, Near Rabindra Bhawan

Description

Item-rate civil works tender for the Panisagar Pond Rejuvenation Project under SASCI 2025-26, including pond-related civil works, road works, street lighting and site amenities. Estimated value is Rs. 1,85,18,263.53. EMD of Rs. 3,70,400 is mandatory.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Documents required: Tenderers/Contractor Certificate, Details/Structure of the Organization, Affidavit of the Bidder, Summary of similar works executed by the intending bidder during the last 7 years, Description of each similar work executed by the bidder, duly signed by the client, Average Annual Financial Turnover on construction works for the last 3 years, Solvency Certificate from a commercial bank, Details of value of construction works executed in each year during the last 7 financial years, Details of existing commitments of ongoing works during the period of execution, Details of key technical personnel entrusted for the proposed work

New to these terms? Read how tender eligibility criteria work.

Commercial terms

Bid type: Item Rate
Make in India (MII): No
MSE preference: No

Line items (24)

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: 1375.5 Sqm
Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth upto and including 60 cm girth — Qty: 10 Each
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: 3519.36 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: 2346.24 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: 160.02 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: 138.4 Cum
Centering shuttering including struttings, propping etc. and removal of form work for: Foundations, footings, bases for columns. — Qty: 154.65 Sqm
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: 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) — Qty: 314.11 Cum
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: 189.42 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: 1599.27 Kg
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: 31411.15 Kg
Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). — Qty: 5461.69 Kg
Compacting Original Ground (i) Compacting original ground supporting subgrade Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.2 for subgrade construction as per MoRT&H Technical Specification clauses of section 300. — Qty: 265.41 Cum
Water Bound Macadam Sub-Base / Base using Jhama Brick Aggregate, WBM Grading- 1, Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller/ vibratory roller in stages to proper grade and camber, applying and brooming and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density 'Grading-1' as per MoRT&H Technical Specification Clause 404. (B) By Mechanical Means — Qty: 132.71 Cum
60 mm thick factory made c.c interlocking paver block of M -30 Grade Cement concrete 1:2:4 in pavements, laid to required slope and camber in panels Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of sand, filling the joints with fine sand etc. all complete as per specification and approval/ direction of the Engineer-in-charge. — Qty: 589.8 Sqm
Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7. — Qty: 130.87 Meter
Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and clause 710.1.4 of IRC:78 & MoRT&H technical specification Clause 2200. — Qty: 70.67 Cum
Cast in Situ Cement Concrete M 20 Kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per drawings & MoRT&H technical specifications Clauses 409. A. Using Concrete Mixer — Qty: 294.9 Meter
Street Lighting Providing, supplying and erecting 9 metre long swaged tubular steel pole, designation 410SP-33, manufactured from YST 240 grade steel tubes conforming to IS 1161:1998, complete with finial, base plate and taper plug as per Clause 15 of IS 2713 (Part-1):1980, bitumen coated as per Clause 13.1 of IS 2713 Part-1:1980, BIS marked, conforming to IS 2713 (Part-1 & Part-2):1980 with Amendment No. 1 (latest), including necessary fixing, grouting, accessories and all labour, tools and tackles, complete in all respects as directed by Engineer-in-Charge. — Qty: 14 Each
Decorative Lighting Pole Supply and Installation of Decorative Lighting Pole with light including safe transport, handling, assembly, civil foundation creation, erection, wiring, testing, and commissioning in accordance with site plans and local electrical standards. Technical Specification of 6 m long Cast Aluminium Lighting Pole with Hexagonal Shape, Polished, Thickness 4mm, Base Diameter 150mm, Top Diameter 70mm, Single Arm straight up direction, with Arm length 300 to 400 mm, Base plate with 4 holes suitable for Grouting & Inbuilt Connection/Terminal Box. — Qty: 8 Each

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