Addition and alteration to Salvage Shelters behind Hangar 1 at LCA Tejas Plant-I, HAL BC.

Name of the individual/ Firm/ Company: *Mandatory

Type of ownership

Details of Constitution or Legal Status such as certificate of Incorporation, shops and establishments, Contractor registration

Address for Correspondence

PAN No.:

Service Tax Registration No.

Goods and service Tax ID No.

Contact Details

Registered Contractor

Related Document to be uploaded to HAL e Portal.

I.T Returns for past 03 Years (Assessment Years)

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Average Annual Financial Turnover during the last 3 years, ending 31st March 2023 of the previous financial year[should not be less than 30% of Amount put to tender]

TURNOVER IN Rs.

Audited Report duly certified by the Auditor to be enclosed to support the Turnover.

ESI & PF Nos. with proof

Bank(s) details: [Copy of the cheque leaf to be uploaded]

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Latest Bankers Solvency certificate from any Nationalized /Scheduled Bank issued NOT before 12 months from the last date of Tender submission .

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Experience of having successfully completed similar works during last 7 years ending last day of previous month [ Latest work experience certificate may be uploaded] (i) Three similar completed works each costing not less than an amount equal to 40% of estimated cost. (ii) Two similar completed works each costing not less than an amount equal to 50% estimated cost. (iii) One similar completed work costing not less than an amount equal to 80% estimated cost.

Type of work: [Incase of private works the same shall be supported with TDS certifcate]

Please Enter Details for Work No I.

Type of Work: [Incase of private works the same shall be supported with TDS certificate]

Please Enter Details for Work No II.

Type of Work: [Incase of private works the same shall be supported with TDS certificate]

Please Enter Details for Work No III.

Details of person holding the Power of Attorney ( if different from the contact person)

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Documents Need to Uploaded

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DECLARATION I

DECLARATION II

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DESCRIPTION

Clearing the aluminium chips, Solid waste, etc., by Hydraulic Excavator (3D) with driver and fuel and including all taxes,. all complete as directed by Engineer-in-Charge.

Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. Concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived form natural sources : 4 graded stone aggregate 20 mm nominal size derived form natural sources) as directed by Engineer-in-charge.

Supplying, mixing and placing plain cement concrete (1:4:8) of required thickness using 40 mm and down graded hard stone/granite aggregate in accordance with IS 456 in foundations, mass concrete, sub bases, floors, pavings and other similar works including necessary formwork, mechanical mixing, transporting, vibrating, consolidation, levelling, curing, dewatering if any, all materials, labour, lead & lift, tools, plant & machinery, keeping concrete well wetted during the curing period and protecting it in extreme weather conditions etc., all complete as directed by the Engineer-in-Charge.

Supplying, straightening, fabricating and fixing steel reinforcement of HYSD TMT bars of not less than Fe 500 conforming to IS 1786 for all concrete reinforcement members / works including cutting to length, bending to shape required, including cranking, bending spirally for hooping for column, hooking ends and binding with mild steel wire (Annealed) not less than 0.9 mm dia or securing with clips, including fixing and bracing, wastage, welding, supporting or otherwise holding firmly in position so that the placing and ramming of concrete will not displace it etc., complete all as per specifications, drawings and as directed by the Engineer-in-Charge. Note : Only authorized laps, chairs etc. shall be considered for measurement.

Brick work with common burnt clay bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) as directed by Engineer-in-Charge.

Coursed rubble masonry (first sort) with available hard stone in foundation and plinth with :Cement mortar 1:6 (1 cement : 6 coarse sand all complete as directed by the Engineer-in-Charge.

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as directed by the Engineer-in-Charge.

Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge.

Refixing the dismantled (available steel sections) frame wherever required, including necessary welding, required cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as directed by Engineer in charge.

Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required including required scaffoldings, as directed by EIC.

Providing, applying and laying cement mortar (1:4) plastering 15 mm thick on brick/concrete surfaces, finished even and smooth with trowel for internal walls etc., with necessary materials, labour, scaffolding, curing, tools and tackles etc., at all heights, all complete as directed by the Engineer-in-Charge.

Painting new external surface with two or more coats of low VOC premium weather proof exterior acrylic emulsion paints of approved make,colour,shade,tint&pattern at all levels ,including preparing the surface, etc., all complete as directed by engineer in charge. Note : The paint shall have anti-algal,antifungal,UV resistant &anti-tarnishing qualities with 100% acrylic base and silicon or elastomeric additives, all complete as directed by the Engineer-in-Charge.

Painting with aluminium paint of approved brand and manufacture to give an even shade Painting on old Steel/aluminium surfaces of any description with one on more coats of synthetic enamel paint to get uniform finish, of approved colour and manufacture over a coat of approved primer including etc., all complete as directed by the Engineer-in-Charge.

Painting old external surface with two coats of low VOC premium weather proof exterior acrylic emulsion paints of approved make,colour,shade,tint&pattern at all levels ,including preparing the surface by removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches and any organic growth, filling of cracks, necessary scaffolding,etc., all complete as directed by engineer in charge. Note: The paint shall have anti-algal,antifungal,UV resistant &anti-tarnishing qualities with 100% acrylic base and silicon or elastomeric additives, all complete as directed by the Engineer-in-Charge.

Demolishing brick work In cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.

Supplying & fixing of welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer as per direction of Engineer-in-charge.

Construction of granular subbase by providing close graded material conforming to specifications, mixing in a mechanical mix plant at OMC, With material conforming to Grade-II having CBR Value-25.

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

Total (Exclusive of GST)

Percentage above or below for total value on Sl.No. 20

Total amount after Percentage Sl.No. 20 + Sl.No. 21

GST @ 18% for total value on Sl.No. 22

Total amount (Inclusive of GST) Sl.No. 22 + Sl.No. 23