Tender For Providing Polyethylene Glass Lining (Peg) Lining In Existing Solar Evaporation Ponds A&D At Zirconium Complex, Pazhayakayal, Tuticorin.
Tender Value
6 Crore
Estimated cost
Bid Submission
06 Nov 2026
5 days left
EMD
12 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Tuticorin → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing Polyethylene Glass Lining (Peg) Lining In Existing Solar Evaporation Ponds A&D At Zirconium Complex, Pazhayakayal, Tuticorin.
BOQ
| Sl. No. | Item Description |
| 1 | Note :-1) All safety & security regulations shall be followed strictly as per specifications & conditions of contract. 2) Leak test including filling of water and empty the tank after test shall be carried out for the tank as per IS 3370 for requirements of watertightness, corrective action to ensure watertightness of the structure if any shall be done as per directions of EIC at no extra cost.3) All the items are inclusive of scaffolding for all depths and heights and no extra cost will be paid for the same.4) Contractor shall provide one nos of Construction Distribution board along with incoming power cable of required length as per NFC specifications for obtaining the temporary power supply for construction works.5) Contractor shall fill the requisition form for providing temporary power supply and details of any equipment to be used at site (dewatering pump, cutting machine, drilling machines, etc) shall be indicated in the proforma annexed to requisition form.6) Contractor shall employ a licensed electrician to carryout electrical connections /terminations, measurement of earth pit resistance, insulation resistance of their installation and intimating the same to the department & also earthing shall be ensured throught existance of power supply.7) Intimation shall be given after completion of work for disconnection of supply and safe isolation of DB with last energy meter reading. |
| 2 | Earthwork excavation over Areas, foundations, trenches, drains etc. upto required depths in all kinds of Soils except Soft and Hard Rock in both dry and wet conditions, dewatering if necessary, dressing the bottom and sides to required levels, profiles, slopes, etc., disposing the surplus earth/spoils within a lead of 50m , levelling the areas including clearing of all areas of all grass, rank vegetation, shrubs, bushes, trees upto 300mm girth measured 1.00 metre above ground level etc., complete all as directed and specified. Note: In case of excavation done inside the existing Solar evaporation pond, the level from which the excavation depth will be calculated shall be the existing bottom level of the solar evaporation pond. |
| 3 | a) Upto 1.50 m depth from average ground level. |
| 4 | Lead charges within ZC premises for additional lead over the initial lead by mechanical transport, including loading, unloading, stacking, the disposable soil, rock, debris, other unserviceable materials etc., Note: Measurement of lead charges will be based on truck measurement with a deduction of voids @20% and 50% for soils and rock or debris respectively. |
| 5 | Plain Cement Concrete (P.C.C) 1:3:6 by insitu mixing using Weigh Batching or RMC of Grade M-10 using Portland Slag Cement conforming to IS 455 (M/s. ACC,Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd. make) with crushed stone sand and graded stone aggregates of 20mm maximum size at all depths/heights below/above plinth level including consolidation, finishing smooth/broom finish as applicable, curing, etc., but excluding Formwork, complete as specified and directed. |
| 6 | Casting and fixing in position precast reinforced cement concrete covers of required size in RCC M-35 insitu mixing BY WEIGH BATCHER using Portland Slag Cement conforming to IS 455 (M/s. ACC, Ultra Tech, Raasi, Birla, Coramandal, M/s. Andhra Cement Ltd., KCP), crushed stone sand , graded stone aggregate of 10 mm maximum size at and at all depths and heights below and above plinth level including mixing superplastizer (M/s. Fosroc, Demach, Huntsman, Pidilite, Sunanda Chemicals, Agro Chemicals, MBT) in proportion as per manufacturer’s specifications including necessary shuttering, providing and fixing cover blocks of required sizes, consolidation finishing as specified, curing, making casting yard and curing tank, stacking carefully at casting yard and transporting to the site of use placing in position as shown in drawings, aligning, leveling, making good all the damaged surfaces etc., complete as directed for covers for storm water drains/trenches/manholes etc. with and without holes including formwork but excluding reinforcement. |
| 7 | Brick work as per IS 2212 using fly ash bricks conforming to IS 12894 of Class Designation 7.5 and above at all height/depth with cement mortar 1:6 {1 cement (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, M/s. Andhra Cement Ltd.) : 6 crushed coarse Sand (conforming to IS 2116)} including raking out joints, curing, scaffolding etc., complete as specified and directed. |
| 8 | Providing & applying screed concrete of M-25 grade with maximun coarse aggregate size of 10 mm or less using Weigh Batching or RMC using Portland Slag Cement conforming to IS 455 (M/s. ACC,Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd. make) with crushed stone sand and graded stone aggregates of 10mm maximum size at all depths/heights below/above plinth level including power troweling, consolidation, finishing smooth/broom finish as applicable, curing, adding water proofing chemical of FOSROC/PIDILITE/SUNANDA as per manufacturer's specifications, etc., but excluding Formwork, complete as specified and directed. |
| 9 | Providing and laying machine cut chissel dressed Shahbad stone slab of approved shade in floor, tread, landing, riser, skirting, dado over and including a bed of cement mortar including preparing the base surface, applying neat cement slurry @ 2.75 Kg of cement per Sq.m. of area to receive the mortar, providing neat cement slurry @ 4.4kg. of cement /Sq.m. of area over the mortar bed, jointing each slab with neat cement paste/ grouting white cement and pigment ( conforming to IS : 2114, Table-1, matching the shade of slabs), machine cutting of the slab edges square, true & plumb finishing, grinding, polishing, finishing etc. all complete. |
| 10 | 25mm thick Shahbad stone slab (with tolerance +_2mm for thickness, +_2mm for length/ breadth) in floor tread, landing, riser, skirting, dado over 20mm thick cement mortar 1:4(1 Cement : 4 coarse sand by volume) for floor/tread/landing and 12mm thick cement mortar 1:3(1 Cement : 3 coarse sand by volume) for dado/skirting/risers etc. |
| 11 | Cement plastering 20mm thick in Two (2) coats over exterior masonry and concrete surfaces at and at all heights/depths above/below plinth level with 12mm thick base coat in Cement Mortar 1:4 {1 cement (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, M/s. Andhra Cement Ltd.) : 4 River Sand (conforming to IS 1542)}, 8mm thick finishing coat in Cement Mortar1:3 {1 cement (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, M/s. Andhra Cement Ltd., KCP) : 3 River Sand (conforming to IS 1542)}, final rendering including addition of approved integrated waterproofing compound @ 2% by weight of cement or as per manufacturer’s Specifications for the base coat of make M/s. Fosroc/Demech/ Huntsman/ Pidilite/ SIKA Qualcrete / MBT/Sunanda Chemicals, making necessary grooves, bands, drip moulds, providing & fixing GI plaster mesh/chicken mesh 150 mm wide along route of walls chipped for service lines, junction between RCC and brick walls and also other places wherever required over brick walls or concrete surface preparation of surface, steel/tubular scaffolding curing etc., complete as specified and directed. |
| 12 | Supply and application of Polyethelene Glass (PEG) lining system with Base Layer of Fiber Reinforced Plastic (FRP) Lining using Vinyl Ester Resin for Solar Evaporation ponds consisting of following:1. Surface Preparation: Mechanical cleaning of concrete surface by cup brush/wire brush and chemical wash to remove all foreign matter, ensuring surface free from oil, grease, loose particles. Preparation of Concrete surface as per CSP-2 standard of International Concrete Repair Institute (ICRI) suitable for new lining.2. Primer Application: Application of suitable unsaturated resin-based primer over prepared surface.3. Base Lamination: Application of single-layer lamination with 2 mm thk. Fibre reinforced plastic ( FiberGlass 450 GSM ) lining with Vinyl Ester resin for additional strength and protection.4. Sheet Fixing: Bonding of UV stabilized high density polyethylene glass lining (PEG) (Fiber Glass 300 GSM) sheets using Vinyl Ester Resin adhesive along with Poly Ethylene Powder Glass Fiber ( Fiber Glass 300 GSM ) and other additives for ensuring uniform adhesion to FRP, removal of entrapped air in the base Lamination. Sheet Thickness should be minimum 3mm and Bonding Material must be minimum1.5mm. 5. Joint Sealing: Copper wire of dia 0.5mm is to be provided all along the two sheets joints and covered with one inch wide PEG strip. The strip shall be welded to the base PEG sheet by strip-lay fusion and rod welding technique to achieve complete fusion.6. Providing additional joint sealing: To protect the Welding from any mechanical damage. All the joints should be covered with 5MM Thick and 50MM Width Screeding using Vinyl Ester Resin and HDPE / PP Balls to have a bonding with Lining material. 7. Spark Testing: Conducting Dielectric Integrity Test (Spark test) on the entire surface to ensure pinhole-free lining. 8. Surface Cleaning: Final cleaning of lined surface and removal of all waste materials from site.Note: The contractor shall carry out this lining work through a specialised agency as mentioned in NIT who has experience of carrying out similar lining works. |
| 13 | Dismantling the existing Ground Solar evaporation pond and sorrounding areas consisting of tiling/lining/HDPE/Bitumen sand mix layer/PCC/RCC/pitching/soling/stone masonry/Brick masonry/Mortar etc., and disposing the debris within anywhere in ZC for all leads as directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysNov 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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