HLL Lifecare Limited Tender
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Technical
Technical
Financial
Bid Capacity
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The bid capacity required in the given tender can be extracted as follows: 1. Average annual turnover: The bidder should have an average annual turnover of at least 206.73 Lakhs during the last three financial years ending 31st March 2024. - Formula: Average annual turnover ≥ 206.73 Lakhs 2. Credit Limit: The bidder should have an available un-utilised Credit Limit of at least 20% of the estimated cost put to tender. - Formula: Credit Limit ≥ 0.20 * Estimated Cost - Since the estimated cost is approximately 413.45 Lakhs, the credit limit would be: - Credit Limit ≥ 0.20 * 413.45 Lakhs - Credit Limit ≥ 82.69 Lakhs 3. Solvency Certificate: The bidder should submit a Solvency certificate from a Nationalized/Scheduled Commercial Bank for a sum of at least 40% of PAC. - Formula: Solvency Certificate ≥ 0.40 * PAC - However, the exact value of PAC is not provided, so this cannot be calculated directly. 4. Similar Works Completion: - Three similar completed works costing not less than 40% of the estimated cost (165.38 Lakhs), - Two similar completed works costing not less than 50% of the estimated cost (206.73 Lakhs), - One similar completed work costing not less than 80% of the estimated cost (330.77 Lakhs). - Formulas: - Three works: 0.4 * Estimated Cost - Two works: 0.5 * Estimated Cost - One work: 0.8 * Estimated Cost - Given the estimated cost is approximately 413.45 Lakhs, the specific values are already provided. Therefore, the bid capacity required includes:
- Average annual turnover of at least 206.73 Lakhs
- Credit Limit of at least 82.69 Lakhs (20% of the estimated cost)
- Solvency Certificate for a sum of at least 40% of PAC (PAC value not specified)
- Completion of similar works with specific cost criteria based on the estimated cost.
Technical Capacity
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The bidder should have prior work experience, with specific requirements including: - Three similar completed works costing not less than Rupees 165.38 Lakhs (40% of the estimated cost);
- Two similar completed works costing not less than Rupees 206.73 Lakhs (50% of the estimated cost);
- One similar completed work costing not less than Rupees 330.77 Lakhs (80% of the estimated cost).
The bidder should also have an average annual turnover of at least 206.73 Lakhs during the last three financial years. Additionally, the bidder should have an available un-utilised Credit Limit of at least 20% of the estimated cost put to tender and a Solvency Certificate for a sum of at least Rs.XXXXXX/- (40% of PAC). The bidder should submit completion certificates for works, with completion certificates for Govt. /Departmental works issued by the Competent Authority, and completion certificates for works issued by private parties supported by TDS certificates.
Costs
EMD
₹ 1,00,000Document Cost
₹ 8,850Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_HCDPS_728870_1Bid Award Id
ViewTender No
HLL/HCD/SHP-CMPLX/PKD/24-25Tender Authority
HLL Lifecare Limited ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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BOQ Items
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
2.66
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Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
9.54
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Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials, excavated earth by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in charge, beyond 50 m initial lead, for all leads including all lifts involved
24.05
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PLAIN CEMENT CONCRETE
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
4.29
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RCC
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Providing and laying in position machine batched and machine mixed design mix M25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, 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 direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level
13.15
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Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
1315.2
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FORMWORK
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Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
25.8
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Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
78.72
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Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
18.18
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TILE WORK
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Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 800x 800 mm
2524.09
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Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
487.85
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Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer -in-Charge.Granite work
287.1
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STEEL WORKS
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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, i/c 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.)
7047
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GLAZING WORKS
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Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Alumini um sheets (each0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places.
457.5
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Design supply and; installation of Structural Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System with glass panel having 8 mm thick clear(heat strenghened of saint gobain or AGC or Equivalent) toughened glass value added glass on one side & clear glasson other side with the silicon sealentof approved make at complete. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts,The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete
1449
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SCAFFOLDING
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Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done .
2079
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ALUMINIUM WORK
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Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account).
13137.6
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MASONRY WORK
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Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
51.39
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Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
61.78
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PLASTERING
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18 mm cement plaster of mix: 1:4 (1 cement : 4 fine sand)
533.2
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15mm cement plaster of mix 1:4(1 cement : 4 fine sand)
1735.97
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WATER PROOFING
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Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg /sqm mixed with water proofing cement compound @ 0.126 kg/ sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
21.6
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PLUMBING
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Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall
50
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Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2
35.4
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Constructing soak pit 1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.
2
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Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 10Kgf/cm2
20
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Providing and fixing in position Pre-cast R.C.C. manhole cover and frame of required shape and approved quality. L D - 2.5Rectangular shape 600x450 mm internal dimensions
2
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