Extension of Shelter for Two Wheeler Parking Opposite to Admin Gate at LCA Tejas Division 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 No etc.,

Address for correspondence:

PAN No.:

Service Tax Registration No

Goods and Service Tax ID No.

Contact details

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Registered Contractor

Average annual financial turn over during the last 3 years, ending 31st March 2024 of the previous financial year [ should not be less than 30% of Amount put to tender]

TURN OVER IN Rs.

Pls Enter Turn over in Rupees for all the 3 years

ESI & PF Nos with proof

Remarks if any

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

Related Document to be Uploaded to eProcurement Portal (Note Canceled cheque leaf to be uploaded)

Latest Bankers Solvency Certificate from Nationalized/ scheduled Bank issued NOT before 12 months from the last date of Tender submission

Pls Enter Details to 'Name of the Bank' , 'Date of Issue','Value in Rs

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 the amount equal to 40% of the estimated cost. (ii) TWO similar completed works each costing not less than the amount equal to 50% of the estimated cost. (iii) ONE similar completed work each costing not less than the amount equal to 80% of Amount put to the tender.

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

Please enter Details for Work No 1

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

Pls Enter Details for Work No II

work done

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

Pls Enter Details for Work No III

Details of person holding the power of Attorney (If different from contact person)

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DECLARATION I

DECLARATION II

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Specification

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.50m in width as well as 10Sq m on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.50m, etc., all complete as directed by Engineer-in-Charge.

Returning / filling in with useful excavated soil (excluding rock), free from salts, organic or other deleterious matter (Other than black cotton soil & rock, etc., in trenches, plinth,sides of foundations, etc., spreading in layers not exceeding 20cm thick, watering, breaking / removing clods exceeding 50mm, ramming and consolidation of each deposited layer, etc., with all labour, tools & tackles, plant & machinery, etc., lead upto 50m and for all lifts, etc., all complete as directed by the Engineer-in-Charge.

Supplying, mixing and placing plain cement concrete (1:4:8) (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate) of required thickness using 40mm down graded hard stone / granite aggregate in accordance with IS 456 in foundations, mass concrete, sub bases and other similar works including 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., but excluding the cost of centering, shuttering and finishing, etc., all complete as directed by the Engineer-in-Charge.

Formwork for the footing, foundation, pedastral, RCC members which are providing timber, wooden planks, runners / M.S. sheets with all supports, struts, braces, wedges, scaffolds, bracings, ladders, gangways, dressing with oil including M.S. bolts nuts and washers, temporary openings, filleting for a stop, chamfered edges, internal / external splayed, rounded angles or grooves for forming throating including making temporary openings in the forms for pouring concrete, etc., all complete as directed by the Engineer-in-Charge. Note: Formwork material is contractor's own property and shall be removed after completion of work.

Supplying, straightening, fabricating (cutting & bending), placing in position and binding steel reinforcement of TMT bars of not less than Fe 500 D conforming to IS 1786 for all concrete reinforcment members / works above / below plinth level, 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 0.90mm 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., all complete all as per specifications, drawings and as directed by the Engineer-in-Charge. Note: a) Only authorized laps, chairs etc. shall be considered for measurement. b) The exposed Reinforcement bars shall be coated with cement slurry.

Providing and laying in position ready mixed or site batched M25 Grade with minimum cement content of 330 kg/m3 design mix cement concrete for reinforced cement concrete work; using coarseaggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength including pumping of concrete to site of laying, consolidation, levelling, curing, scaffolding, all materials, labour, carriage for all leads & lifts; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-Charge. Note: (i) Site design mix to be obtained from Govt. / NABL laboratory for site batching concrete. (ii) Small quantity is as approved by EIC in volumetric proportion.

Construction of size stone masonry (granite) with cement mortar 1:6 (1 cement : 6 coarse sand) with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level, in courses not less than 15cms high with bond stones at 1.50mtrs apart in each course, solidly hearted faces beds and joints squared back raking out joints 10mm deep curing, etc., all complete for drain / foundation and plinth as directed by Engineer-in-Charge.

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

Providing and fixing on wall face 110mm diameter unplasticised Rigid PVC Single Socketed rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10mm gap for thermal expansion, etc., all complete as directed by the Engineer-in-Charge.

Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50mm (+ 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 Engineer-in-Charge. The sheet shall be fixed using self drilling / self tapping screws of size [5.50 x 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, etc., all complete as directed by the Engineer-in-Charge.

Providing and fixing precoated galvanised steel guttert sheet roofing accessories 0.50mm (+0.05 %) total coated thickness, Zinc coating 120 grams per Sq m 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 using self drilling / self tapping screws, etc., all complete as directed by the Engineer-in-Charge.

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

Painting on old wooden / masonry / Steel surfaces of any description with two coats of synthetic enamel paint of approved colour and manufacture over a coat of approved primer including preparation of surface by rubbing with fine grade of abrasive paper to ensure smooth and even surface, applying knifing paste filler putty before painting the first coat, etc., all complete as directed by the Engineer-in-Charge.

Demolition of cement concrete work of description of nominal concrete ratio of 1:3:6 or rich mix (even design mix) in any position manually / by mechanical means using pneumatic tools, breaking to pieces of any thickness or volume, if necessary and disposal of demolished / rubbish/ unserviceable / dismantled or waste material (Except saleable materials) by mechanical transport within 50 metres lead, etc., all complete as directed by the Engineer-in-Charge.

Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding, etc., including dismembering and stacking within 50 metres lead, etc., all complete as directed by the Engineer-in-Charge.

Supplying, laying and compacting of granular sub-base with material confirming to Grade-I (Size rage 75mm to 0.075mm) in flooring, sub-bases,ramps, etc., upto plinth level of requisite grading by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, etc., all complete as per specifications and directions of Engineer-in-Charge.

Rupees Twenty Three Lakh Forty Eight Thousand Six Hundred Forty One and Forty Six Paise Only

Approximate Amount Put to Tender

Rupees Four Lakh Twenty Two Thousand Seven Hundred Fifty Five and Forty Six Paise Only

Rupees Twenty Seven Lakh Seventy One Thousand Three Hundred Ninety Six and Ninety Two Paise Only