Tender For Additional Repair And Renovation Works For Broodstock Section And Overhead Tank At Rgca Seabass & Mudcrab Hatchery Project, Koozhaiyar Road, Thoduvai Village, Thirumullaivasal, Sirkali (Taluk), Mayiladuthurai (District), Tamil Nadu
Tender Value
9.05 Lakhs
Estimated cost
Bid Submission
25 Sep 2026
12 days left
EMD
45267
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mayiladuthurai → Tamil Nadu
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Additional Repair And Renovation Works For Broodstock Section And Overhead Tank At Rgca Seabass & Mudcrab Hatchery Project, Koozhaiyar Road, Thoduvai Village, Thirumullaivasal, Sirkali (Taluk), Mayiladuthurai (District), Tamil Nadu
BOQ
| Sl. No. | Item Description |
| 1 | PAINTING WORKS DSR 13.44.1 - Finishing walls with water proofing cement paint of required shade |
| 2 | New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 3 | DSR 13.52 - Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. |
| 4 | DSR 13.52.1 - On Steel work |
| 5 | DSR 13.52 - Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. |
| 6 | DSR 13.52.1 - On Concrete work |
| 7 | UPVC DOORS DSR 9.147 - Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, lastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all orners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge.Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. |
| 8 | Note: Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for : (i) Sites with basic wind speed > 45 m/sec as per IS 875 – Part 3 (ii) Sites with structure height more than 20m for all wind speeds |
| 9 | DSR 9.417.A1.3 - using R4 series with frame (64 mm & above) x (45 mm & above) & sash (44 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every panel along with multi-point locking system (Height above 1.8m). |
| 10 | CONCRETE WORKS DSR 5.3 - Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 11 | DSR 14.1 - Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge |
| 12 | DSR 14.1.1 - With cement mortar 1:4 (1 cement : 4 fine sand) |
| 13 | FORM WORK DSR 5.9 - Centering and shuttering including strutting, propping etc. and removal of form |
| 14 | DSR 5.9.5 - Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 15 | DSR 5.9.6 - Columns, Pillars, Piers, Abutments, Posts and Struts |
| 16 | STEEL REINFORCEMENT DSR 5.22A - Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 17 | DSR 5.22A.6- Thermo-Mechanically Treated bars of grade Fe-500D or more Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 04, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysSep 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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