Construction of Canopy for South Side Material Gate Area at Engine Division, 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

Please Enter Contact person Name

Pls Enter Mobile No

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)

Related Document to be Uploaded to eProcurement Portal

Pls Enter Details for Person holding Power of Attorney

DECLARATION I

DECLARATION II

Pls Accept the Delaration II

Specification

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas in all kinds of soft / hard soil for foundations, footings, column pedestals or members as per the drawing, etc., (exceeding 30cm in depth, 1.50m in width as well as 10Sq m on plan) including removal of vegetation and in-equalities, shoring, strutting for protecting the sides of foundation if required, removing slips or falls in excavation, forming steps in sides of deep excavations and their removal or covering up, levelling, ramming the bottom of excavation, getting out and disposal of excavated earth lead upto 50m and lift upto 1.50m with all labour, tools & tackles, plant & machinery, hire & fuel charges, etc., all complete as directed by Engineer-in-Charge.

Excavating holes more than 0.10Cu m & upto 0.50Cu m in all kinds of soil (inclusive of ordinary rocks) then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layerby ramming, watering, etc., disposing of surplus excavated soil/waste upto 10KM outside HAL area including loading and unloading, etc., all complete as directed by 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 Engineer-in-Charge.

Supplying, mixing and placing plain cement concrete (1:2:4) (1 Cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate) of required thickness using 20mm nominal size down graded hard stone / granite aggregate in accordance with IS 456 in posts, struts, buttresses, string or lacing courses,parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., 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 Engineer-in-Charge.

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 0.9 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: 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; (All works upto plinth level) using coarse aggregate 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) Mix design to be obtained from Govt. / NABL laboratory for site batching concrete.

Formwork by 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 as per drawing., 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. (Foundations, footings, bases of columns / pedestal, for mass concrete, etc.,)

Supply, fabricating and erecting Structural steel work with angles, channels, pipes, tubes, etc., fixed with or without connecting plate, including cutting, hoisting, fixing in position with bolts & nuts and applying a priming coat of approved steel primer all complete upto 10m height, etc., all complete as directed by Engineer-in-Charge.

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

Providing and fixing precoated galvanised steel sheet Gutter (600mm over all girth) with accessories 0.50mm (+0.05 %) total coated thickness, Zinc coating 120 grams per Sq m as per IS: 277, in 240 mpa steel grade, 5-7microns 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 Engineer-in-Charge.

Plastering to internal brick / block wall / concrete surface with 15mm thick on the rough side of single or half brick wall of cemnet mortor (1:6) including leveling, curing and making the level smooth and at all heights, plaster drip course / groove in plastered surface or moulding to R.C.C. projections and execute the work, etc., all complete as directed by Engineer-in-Charge.

Providing and applying synthetic enamel paint for concrete and steel surface in Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture, filling joints, patti, etc., all complete as directed by Engineer-in-Charge.

Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 10 kilometre outside HAL, stacking serviceable and unserviceable material separately including cutting reinforcement bars, after making temporary proetction for existing service lines if any, etc., all complete as directed by Engineer-in-Charge.

Demolishing Nominal concrete manually / by mechanical means including stacking useful material and disposal of dismantled materials up to a lead of 10 kilometre outside HAL, after making temporary proetction for existing service lines if any, etc., all complete as directed by Engineer-in-Charge.

Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of minimum 300mm dia as per the drawing below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap, etc., all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap). Including removal of excavate derath and filling if necessray as per site condition, etc., all complete as directed by Engineer-in-Charge.

Supplying, fabricating and fixing Industrial louvers (using corrosion resistant galvalume sheet) with suiatble frame with necessary plugs, screws, bolts, as per drawing, etc., all complete as directed by Engineer-in-Charge.

Supplying and fixing minimum 10mm thick multi-wall polycarbonate sheet to existing MS framework including, suitable corrosion resistence fasteners, washers, sealant drilling, etc., all complete as directed by the Engineer-in-Charge.

Supply and fixing stainless steel 304 grade letters name"HINDUSTAN AERONAUTICS LIMITED" white acrylic front with LED lighting (75mm raising) of approx size [27 X 1]feet including all required accessories as per drawing (or any other letters as per site requirement), etc., all complete as directed by Engineer-in-Charge.

Rupees Forty Two Lakh One Thousand Eight Hundred Four and Twenty One Paise Only

Supply, fixing to existing MS perlins at approx. 5.5 mtr height, including using suitable MS angle frame work with required fixing hardwares etc., as per site requirement, testing & commissioning of industrial type highbay LED lighting fixture of wattage not exceeding 80watts made out of high pressure diecast aluminium housing, diffuser made of high grade toughened glass, integral control gear, eye hook etc., (as per OEM standards). The technical parameters of lighting fixtures are as below: The luminaire should have Lumen efficacy ≥ 110lm/watt and lumen output not less than 8800lumens, PF>0.90 and Colour temprature shall be ≥5700K, CRI≥70, THD <10%, IP66/65 operating on single phase 230V voltage 50 Hz AC supply with voltage range 140-270V including necessary interconnections between driver and lighting fixtures and other standard accessories complete in all respects and as directed by Engineer in-charge. The fitting shall be of Crompton model no: TIP-320-80-57-SL-GL-NSG/ Equivalent model in other approved makes. LED used in the lighting fixtures should be one of the approved make. LM79 certification for luminares & LM80 certificate for LED shall be produced.

Supply and fixing on ceiling/in flush with the false ceiling as per site requirement testing & commissioning of round type Surface mounted LED downlighter with PDC aluminium housing and high translucent frosted plastic diffucer makes it a robust luminaire, wattage not less than 18W LED lighting fixture, lumens efficiency ≥ 100lm/w at luminaire level, effficent heat sink, Colour temprature shall be ≥5700K, operating on single phase 230V voltage 50 Hz AC supply with voltage range 140-270V. 79 certification for luminare & LM80 certificate for LED shall be produced. including control gear, power factor of control gear shall be >0.90. Crompton model no:LCDSPLN-S-18-CDL/Equivalent model in other approved makes luminaries which meets the above technical specification. LED used in the luminaire should be one of approved make as per approved make list of HAL.

Supply, fixing, testing & commissioning of the following factory built powder coated Double door MCB DB of any approved make fabricated out of M.S. sheet steel enclosure & necessary cutouts for operating the MCB knobs & comprising of 200 amps tinned copper busbars & earthing bus with tapped holes including internal wiring with stranded copper PVC wires or suitable size copper strips etc. & fixing the DB in flush with wall/ on wall as per site requirement with necessary M.S. angle supports, chipping the wall and replastering to smooth finish etc., wherever required as per site condition, complete in all respects, as directed by Engineer-in-charge and comprising the following as detailed below:

4 way (4 + 12), Horizontal Double door MCB DB

32 amps. ratings, 4P MCB, "C" curve, 10 KA breaking capacity.

6-32 amps. ratings, SP MCB, "C" curve, 10 KA breaking capacity.

Wiring for light point / fan point / exhaust fan point/call bell point from nearest switch box with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, fan regulator, modular plate, suitable GI box and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. (as per detailed CPWD specifications for Group C wiring)

Wiring to single light point controlled by 1 No 6A, 250V gr. flush type modular SP switch complete in all respects.

Wiring to two light point controlled by 1 No 6A, 250V gr. flush type modular SP switch complete in all respects.

Supply, laying, testing & commissioning of following size LT armoured power cable

4C X 16 Sqmm Aluminium armoured conductor.

3CX 2.5 Sqmm Copper armoured conductor

Supplying and making end termination with brass compression gland and aluminium/Copper lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium/Copper conductor cable of 1.1 KV grade as required

4C X 16 Sqmm Al Arm LT Cable End Joint

3CX 2.5 Sqmm Copper armoured conductor

Cable Terminal Box with connecters

Supply and fixing of weather proof cable junction box with terminals of size 98 mm x 98 mm x 52 mm Hansel Cat. No. :DE 9345 G or equivalent in Legrand/ Schneider/ Hagar make. The Box shall be mounted at suitable height on the pole using suitable size MS angle frame work with painting as per EIC, with cable entry knock-outs, including rigid support for all components, Din channel, required fasteners totally enclosed, dust and vermin proof and degree of protection shall not be less than IP-66 complete in all respects and as directed by Engineer-in-charge.

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.

Rupees One Lakh Thirty Thousand Seven Hundred Fourteen and Thirty Four Paise Only

Rupees Forty Three Lakh Thirty Two Thousand Five Hundred Eighteen and Fifty Five Paise Only

Approximate Amount Put to Tender

Rupees Seven Lakh Seventy Nine Thousand Eight Hundred Fifty Three and Thirty Four Paise Only

Rupees Fifty One Lakh Twelve Thousand Three Hundred Seventy One and Eighty Nine Paise Only