Proposed Extension of Ring Rolling Inspection Hanger Building on Both Sides Including Civil, Electrical Works at Foundry Forge Division, HAL BC.

Name of the Individual / Firm / Company: * Mandatory

Type of ownership

Year of Estblishment of Company/Business

If Other, please specify

Details of Constitution or Legal Status such as certificate of incorporation, shops and establishments, etc.,

Address for correspondence:

TIN number

PAN no and Name of Holder

PF number (If any)

ESI number

Service Tax Registration No

Goods and Service Tax ID No.

SAC Code

Contact details

Registered Contractor

Pls Enter

Need to Fill Column 19

Maximum value of works excuted during the followinf 5 years. . (In Lakhs)

Pls enter Finiancial Turnover in Rupees for all the years

DETAIL OF WORK ON HAND UPTO N-Months (N-contract period) [For Bid capacity calculation] NOTE : PROVISION for 10 works are given. If more, a separate similar sheet to be made showing all the works with all details as per this FORMAT and same to Uploaded. However, 9 works details to be provided and balance work value of other works to be added and to be provided in 10th row as OTHER works.

Name of Organization with address

Balance Work On Hand

Work Schedule for completion of works with in stipulated time [Please enclose action plan / bar chart as to indicate the completion of work, within the scheduled time (contract period)]

Quantity of work Excuted during the last three years

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

Bank Account No.

Bank Statement for past three month

Latest Over draft Facilties with Bank enter Name of Bank, Date of Issue and Value of Over Draft

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

#VALUE!

Experience of having successfully completed similar works during last 7 years ending last day of previous month. [Work experience certificates / Completion certificates should be uploaded for verification]. [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 the estimated cost. [Amount put to the Tender]

You are Not Eligible

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

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

work done

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

#VALUE!

Related Document to be Uploaded to eProcurement Portal

DEAILS OF TECHNICAL PERSONNEL AVAILABLE( if space provided is insufficant separate sheet to be uploaded with the same format as below)

Name of members or technical personllel avalable in the organization

DETAILS OF MACHINERY AVAILABLE

Name of Mechinery

Concrete Mixers - Type etc

Vibrators - Diesel - Electrical

Weiding equipment's

a) Rectifiers

b) Welding Generators

Erection equipment's

Cranes-

Hoists-

Lifts-

Water Lifting motor pumps

a) Diesel

b) electric

Drilling Equipment's

Compressors

Trucks

Stone crushers

Bitumen hot mixture plant

Bitume boiler

Rollers

Batching plants

Vibratory rollers

Generators

Cranes-Details

Concrete pumps

Road Pavers

Rock breakers

Transit mixers

Excavators

Weight batches

Others

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

Related Document to be Uploaded to eProcurement Portal

DECLARATION

Pls enter

Tender Document Cost and EMD details

Enclosed / Not enclosed

Enclosed

Enclosed

Average annual financial turn over during the last 3 years, ending 31st March 2023 [ should not be less than 30% of amount put to tender] and details for last 5 years to be provided to assess the bid capacity. The values provided to be supported by uploading Balance Sheet along with Profit & loss account statement. . (In Lakhs)

Specification

Disposal of surplus earth/moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material of partitions,ceiling boards,tiles,frames etc by mechanical transport including loading, transporting, unloading in all lifts/loads upt 10 km distance from HAL. completely as per directions of Engineer-in-charge.

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.,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 50 m and lift upto 1.5 m with all labour, tools & tackles, plant & machinery, hire & fuel charges etc.,all complete as directed by Engineer-incharge.

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation,trenches or drains, pipes, cables etc. in all kinds of soils (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lifts, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m with all labour, tools & tackles, plant & machinery, hire & fuel charges etc., all complete as directed by Engineer-incharge.

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 20 cm thick, watering, breaking / removing clods exceeding 50 mm, ramming and consolidation of each deposited layer etc., with all labour, tools & tackles, plant & machinery, etc., lead upto 50 m and for all lifts, 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 40 mm 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, all complete as directed by the 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 20 mm 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., all complete as directed by the 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: Only authorized laps, chairs etc. shall be considered for measurement.

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 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: Mix design to be obtained from Govt. / NABL laboratory for site batching concrete.

All works upto plinth level like footing, pedetsal, piles, plinth beam including necessary openings and packing if any for laying pipes, cables etc.

All works above plinth level like column, beams, slabs, canopy, chajja, stairscase etc. level including necessary openings and packing if any for laying pipes, cables etc.

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.

For Slabs/Balconies/Landings.

For Lintels, Beams, Plinth Beams.

For columns

Providing and fixing expanded metal mesh of size 20x60 mm and strands 3.25 mm wide 1.6 mm thick weighing 3.64 kg per sqm for encasing of rolled steel sections in beams, columns and grillages, excluding cost of hangers.All complete as directed by the Engineer-in-Charge.

Supplying and laying Brick work with common burnt clay machine moulded modular bricks of class designation 7.5 for walls,chambers,ducts,drains etc awith CM(1:6) t all levels & heights including hoisting and setting in position and along with necessary formwork, curing, finishing, making or leaving holes & chases and making making horizontal and vertical grooves 10 mm wide 12 mm deep before plastering all complete as directed by the Engineer-in-Charge.

Supply and Construction of Sized stone masonary works with CM(1:6) in foundation and plinth by placing the stones in layers ,packing,leveling,curing and finishing the joint ,all complete as per the Instruction of Engineer-in-Charge.

Providing and fixing Second Class Teak wood for frames of doors, windows, hand rails, frame work for partitions in etc cut to shape and required curvature and preparing the surfaces to receive the polishing fixed in position with hold fast lugs/with dash fasteners of required dia & length/SS Screws at all heights,with necessary moisture content test.complete as per direction of Engineer-in-charge. (Fastners/hold fasts/SS Screws to be paid separately)

Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).complete as per direction of Engineer-in-charge.

Providing and fixing 35mm thick flush door shutters conforming to IS :2202 (Part I) non-decorative type of approved brand/make, core of block board construction with frame of 1st class hard wood & lipping with 2nd class teak wood battens 25 mm minimum depth on all edges and well matched commercial 3ply veneering with vertical grains or cross bands including ISI marked Stainless Steel butt hinges with necessary screws and face veneers on both faces of shutters and making rectangular vision panel of 0.1sqm with 6 mm thick clear heat strengthened glass.complete as per direction of Engineer-in-charge.

Providing and fixing panelling minimum 5.0 mm thick glass panes for glazing in panelled or glazed shutters for doors, windows and clerestory windows as per direction of Engineer-in-charge.

Providing and fixing bright finished brass handles of 125mm size with screws etc.complete as per direction of Engineer-in-charge.

Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete as per direction of Engineer-in-charge.

Providing and fixing bright finished brass tower bolts of 250x10mm (barrel type) with necessary screws etc. complete as per direction of Engineer-in-charge.

Providing and fixing bright finished brass 100 mm mortice latch and lock with min. 4levers and a pair of lever handles of approved quality with necessary screws etc. complete as per direction of Engineer-in-charge. .

Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete as per direction of Engineer-in-charge.

Providing and fixing aluminium sliding door bolts(aldrop) of 250 x16mm , ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc.

Providing and fixing M.S. grills with made of M.S. flats, square or round bars to openings of required pattern/ frames of windows with rawl plugs screws etc. including priming coat with approved steel primer all complete.

Supplying, fabricating, hoisting and fixing in position M.S. structual steel work E 250 (Fe 410W) in Roof trusses, purlins, girders, stanchions, crane gantries,Square/Round bars, rails, edging angles, frames, fastenings,brackets,machine foundations, as per site requirement etc. using standard steel rolled sections, including M.S. plates,foundation bolts, cutting to dead length where required, notching, drilling, riveting and/or welding, connecting with bolts and nuts, wedging, plumbing, including cutting, hoisting, fixing in position, all complete as directed by the Engineer-in-Charge.

Supplying and fixing rolling shutters of approved make, made of required size 80x1.25 mm M.S. laths with 1.25 mm thick top cover, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters painting and providing mechanical device chain and crank operation for operating rolling shutters.Complete the work as per the instructions of Engineer-in-charge.

Providing and fixing 1 mm thick M.S. sliding-door/shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide,round bars etc at the top and bottom respectively, including applying a priming coat of approved steel primer complete as per the instructions of Engineer-In-charge.

Cement concrete flooring (1:2:4) of 40 mm thick with 20 mm nominal size stone aggregate finished with a floating coat (VDF) of neat cement finish, including cement slurry and castingin panels/making necessary cuts or grooves etc. complete all the work as per the instructions of Engineer-In-charge both in extended portion and in existing area.

Providing and fixing precoated galvanised iron profile sheets (Roof & wall) (size,shape and pitch of corrugation as approved for roof/wall by Engineer-in-charge)0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 micronsepoxy primer on both side of the sheet and polyester top coat 15-18microns. 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 per EIC. 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 as per the instruction of Engineer-In-charge.

Providing and fixing precoated galvanised steel sheet roofing Ridges plain (500 - 600mm) accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm 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 complete as per the instruction of Engineer-in-Charge.

Plastering to internal brick/block wall with 15 mm 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 complete as per direction of Engineer-in-charge.

Plastering to ceiling with 12 mm thick on the rough side with cement mortor (1:4) including leveling,curing and making the level smooth and at all heights and execute the work complete as per direction of Engineer-in-charge.

Plastering to external brick/block wall with 18 mm cement plaster in two coats under layer 12 mm thick cement plaster on the rough side with cement mortor 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).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.The work to be completed as per direction of Engineer-in-charge.

Providing and applying internal wall and ceiling painting with two coats of premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50grams/ litre after applying white cement based putty of average thickness 1mm over the plastered wall surface including preparation of the surfces, with a coat of low VOC primer with emery paper to bring to smooth and even including applying additional coats wherever required to achieve even shade and colour of approved brand,complete as per direction of Engineer-in-charge.

Providing and Finishing walls with Acrylic Smooth exterior paint of required shade for New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) including scrapping,preparationof surface for completing the work as per direction of Engineer-in-charge.

Providing and applying synthetic enamel paint for steel members, rolling shutters,door shutters,pipes ,grills,chequered plate,etc 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,metal patti etc ,complete as per the direction of Engineer-in-charge.

Dismantling dressed stone work in cementt mortor of ashlar face stone work , marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material outside HAL area/upto a distance of 10km lead as per direction of 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.complete as per direction of Engineer-in-charge.

Demolishing brick work with cement mortar manually/ by mechanical means, after disconnecting the electrical service and AC lines if any, including stacking of serviceable material and disposal of dismantled materials up to a lead of 10 kilometre outside HAL.complete as per direction of Engineer-in-charge.

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:4:8 or richer mix (i/c equivalent design mix)and including stacking material and disposal of dismantled materials up to a lead of 10 kilometre outside HAL,after making temporary proetction for existing service linescomplete as per direction of Engineer-in-charge.

Dismantling doors, windows and clerestory windows (Aluminum,steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead of area 3 sq. metres and below, including stacking material and handing over the useful materials to HAL maintenance department and disconnecting the service lines if any all as instructed by Engineer Incharge.

Dismantling roofing including ridges, hips, valleys and gutters etc.,and stacking the material within 50 metres lead and complete the work as per the directionof Engineer Incharge.

Galvalume sheets/G.I.sheet

Asbestos cement sheet

Boring, providing and installation bored cast-in-situ reinforced cement concrete piles for Hangar,Annexe,service Buildings with grade M-25 of 450mm dia and length below the pile cap, 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 temporary casing of appropriate length(as per site requirement)for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).All works to be completed as per direction of Engineer-in-charge.

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved makeconforming to IS: 733 and IS: 1285, fixing with dash fasteners ofrequired diaand size, including necessary filling up the gaps atjunctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free,straight, mitred and jointed mechanically wherever required includingcleat angle, Aluminium snap beading for glazing / paneling, C.P.brass / stainless steel screws, and all accessories for complete operatinal as per the directions of Engineer-in-charge. (Glazing, paneling to be paid for separately).

For Fixed Portion with Powder coated aluminium (minimum thickness of powder coating 50 micron)

Powder coated aluminium (minimum thickness of powder coating 50 micron) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required etc., complete as per the instruction of EIC.

Providing and fixing 12 mm thick prelaminated particle board flatpressed three layer or graded wood particle board conforming to IS:12823 Grade l Type ll,with decorative lamination on one side and balancing lamination on other side in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per directions of engineer in-charge.

Providing and fixing with float glass panes of minimum 5 mm thickness (weight not less than 12.50 kg/sqm) glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket,cliping,clamps,beedings etc. complete as per the directions of engineer-in-charge.

Rupees One Crore Eighteen Lakh Thirty Two Thousand Five Hundred Ninety Seven and Thirty Six 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 100watts 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 11000lumens, 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-320-100-57-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 & fixing on the building at a height of 4-6mtr approx. including supply and fixing GI pipe bracket made out of 40mm dia class B GI pipe of 1.5Mtrs long bent to shape with necessary fixing hardwares etc., to fix on building / and testing & commissioning of building light LED light fixture of wattage not exceeding 70/72watts and lumens output not less than 7700/7920 lumens with necessary interconnections consisting of pressure die cast aluminum housing, optical cover made out of heat resistance toughened clear glass / polycarbonate with IP66, operating on single phase 230V 50Hz AC supply, efficient heat sink, colour temperature shall be 5700K±5%, suitable optics for maximizing the spread complete in all respects and as directed by engineer-in-change. The luminaries shall have specific lens for optical dispersion including control gear and power factor of control gear shall be >0.95. The fitting shall have internal surge protection of 4KV and external surge protection of 10KV. LM 79 certification for luminaries & LM80 certificate for LED shall be produced. Any approved make fitting meeting the above technical specification has to be supplied.The LED Light fixture shall be of Crompton model no:TRP-409-70-57-SL-GL-NSG /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 and fixing on existing wall/ceiling, testing & commissioning of surface mounting, Batten type 1X18W/20W T8 LED Tube light (four feet) Luminaries with minimum lumens output of 1600 lumens, comprising of white powder coated CRCA sheet steel housing, operating on single phase 230V 50Hz AC supply, built-in electronic driver, Other standard accessories including necessary inter-connections, complete in all respects and as directed by engineer-in-chage. The LED tube & batten shall be of Bajaj BLRB DB 118 /Equivalent model of approved make luminaries which meets the above technical specification. complete in all respect and as directed by Engineer-in-charge.

Supply, installation, testing & commissioning of 300mm dia 900 rpm heavy duty exhaust fan of any approved make with louvers, connecting cord with 6A, 3 pin plug top and with all necessary accessories, including making wall openings and replastering to smooth finish with matching paint etc., complete in all respects and as directed by Engineer-in-charge.

Supply, installation, testing & commissioning of heavy duty oscillating type Air-circulator along with three speed regulator of any approved make with all connected accessories and interconnections, including power cord with 6A, 3 pin plug top and complete in all respects and as directed by Engineer-in-charge

Supply, fixing, testing & commissioning of the following factory built powder coated Double door MCB/MCCB 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:

8 way (4+24) Double door VTPN MCCB DB

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

12 way SPN Double door MCB DB

125 A, 415V 36KA, FP MCCB

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

32A, 240V, DP MCB, "C" curve, 10 KA breaking capacity.

32 amps. ratings, TP 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 exhaust fan point using 6A, 250V gr. flush type modular SP switch housed along with other lighting switches/separate switch box if required and 3pin 6A, 250V gr. modular type socket housed near the exhaust fan complete in all respects.

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required

Supplying and fixing following suitable size GI Box with modular plate and cover on front on surface or in recess, including providing and fixing 6 pin 5/6A & 15/16A modular socket outlet and 15/16 A modular switch, connections etc., as required.

Wiring for circuit/submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required

3 x 2.5 sq. mm (For lighting ckt from DB to Switch box)

3 x 4 sq. mm(For 6A & 16A power points)

Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 A "C" curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required.

Supplying and fixing 30/32A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 30/32A "C" curve, TP MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required

Supply and fixing on MS perlins/wall using suitable angle iron frame work, fixing hardware, Cable junction boxes IP 65/66 with integrated membranes for cable entry of Hensel make (not less then 130x130x77mm) or equivalent model in Legrand/ Hager/ Schneider with cover and providing 10A 6way PVC connector inside the box as directed by Engineer -in-charge.(For High bay & building light fittings)

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

3.5CX 120 Sqmm Copper un armoured conductor.

3.5CX 95 Sqmm Copper un armoured conductor.

3.5CX 70 Sqmm Copper un armoured conductor.

3.5 CX 70 Sqmm Aluminium armoured conductor.

3.5 CX 35 Sqmm Aluminium armoured conductor.

3.5CX 25 Sqmm Aluminium armoured conductor

4CX 10 Sqmm Aluminium armoured conductor.

4CX 6 Sqmm Aluminium armoured conductor.

3C X4 Sqmm Cu Arm LT Cable( for high bay light fittings)

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

3.5 CX 120 Sqmm Cu un-Arm LT Cable End Joint

3.5 CX 95 Sqmm Cu un-Arm LT Cable End Joint

3.5 CX 70 Sqmm Cu un-Arm LT Cable End Joint

3.5C X70 Sqmm Al Arm LT Cable End Joint

3.5CX 35 Sqmm Al Arm LT Cable End Joint

3.5CX 25 Sqmm Al Arm LT Cable End Joint

4C X 10 Sqmm Al Arm LT Cable End Joint

4C X 6 Sqmm Al Arm LT Cable End Joint

3C X 4 Sqmm Cu Arm LT Cable

Supplying and fixing of Hot dip galvanised Perforated type cable tray of following sizes, steel: As per IS:2062 / 1079, Galvanising : As per IS: 2629 / 4759 including all accessories like base slotted angle, horizontal elbow, horizontal tee, horizontal cross, horizontal reducer, vertical elbow up, inside, vertical elbow down, outside, coupler plate, fasteners etc.

Supplying and fixing of 100 x 50 x 1.6mm size Hot dip galvanised Perforated type cable tray

Supplying and fixing of 225/200 x 50 x 1.6mm size Hot dip galvanised Perforated type cable tray

Supply, Installation, Testing & commiissioning of LT Panel.(PTA)

Incomer

1No - 630A, 415V gr. 50KA, TPN MCCB

Lot - 800A TP + 400 N, 415V, short circuit rated 50KA for 1sec, Aluminium bus bars with busbar insulators, heat shrinkable PVC sleeves etc.

1No- Multi function meter (MFM/MDM) suitable for 3ph, 4 wire, 240V(L-N), 5A, CL-1, RS 485 Port Digital MFM/MDM of EM6400NG of Schneider or any equivalent make meeting technical specification of above MFM complete in all respect.

1Set of - 630/5A current transformers of class 1 and 15VA burden for metering.

1No 16A 415V gr TP 50KA MPCB of for tapping power for metering and control circuit

1Set - RYB indicating lamps of LED module with 6A SP MCB.

1Set- 6A, MCB for the protection of measuring instruments.

Outgoings

1 No - 400A 415V gr. 36KA TPN MCCB

1 No - 250A 415V gr. 36KA TPN MCCB

1 No - 200A 415V gr. 36KA TPN MCCB

5 Nos - 160A 415V gr. 36KA TPN MCCB

2Nos - 63A 415V gr. 36KA TPN MCCB

2Nos - 32A 415V gr. 36KA TPN MCCB

Brick Pedestal for LT panel erection

Construction of Brick masonry pedestal using Sub Class B Burnt bricks with 1:8 cement mortar as per site condition as directed by Engineer In Charge, including curing etc.

Providing 1:2:4 Cement Concreter using 20mm graded aggregate including curing etc., complete as directed by the Engineer-in-charge.

Rendering 12mm thick 1:6 cement plaster on fair faces of the above Brick masonry including curing as directed by Engineer In Charge.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan). Including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil & refilling the same soil and disposal of surplus excavated soil as directed, with in a lead of 50m.

Concrete cutting/Chipping/Bitumen Road the existing 1:2:4 cement concrete road /pavements / flooring / rock/stone etc., including removing debris from the work site and depositing in the place as directed by EIC.

Removing & re-routing of existing LT cables

LT/MV Cable ( up to 35 Sqmm)

LT/MV Cable ( above 35 sq. mm and upto 95 sq. mm)

LT/MV Cable ( above 185 sq. mm and upto 400 sq. mm)

Disconnecting/dismantling & removal of 1 Set of Cubicle type existing LT panel with comprising of incoming and outgoings.(MCCB/SFU/MCB) items as-is-basis without any damage and handing over the same to the place as shown by Engineer-in-charge/Plant Maintenance department of Foundry & Forge Division( not more than 1KM) including loading, transportation, unloading etc., complete in all respects and as directed by the engineer-in-charge.

Disconnecting, removing and re-fixing of existing cable tray at same area at approx. height 4 mtrs as per the instruction of EIC. Note:-MS angle support will be measured separately.

Fabrication, supply, fixing / welding / grouting to the existing wall/cable duct suitable size MS angles/channel/flats with cross supports, clamps etc. support for cable tray including fixing hardwares & painting with two coats of black paint over a coat of primer complete in all respect and as directed by Engineer in charge.

Supplying and laying of 125mm PN8, PE-100 HDPE pipe confirming to IS 4984:1995 with necessary connecting / welding sockets / couplings / Tees/Bends in the excavated trench/duct/at road crossings for encasing cables. Any reputed make with ISI mark. complete and as directed by Engineer-in-charge.

TIMER PANEL

Supply, installation, testing and commissioning of Outdoor weather proof 2rows 24 module module distribution board of Hensel Cat. No.KV 9224 M or equivalent in Legrand/ Hager/ Schneider make including suitable locking facility by means of built in lock with profile cylinder with set of Key's and with suitable size cover, cable entry on one side. The DB shall be mounted at suitable height on the wall using suitable size MS angle/channel frame work with painting as per EIC, with cable entry knock-outs, including rigid support for all components, required fasteners totally enclosed, dust and vermin proof and degree of protection shall not be less than IP-65 with necessary interconnections between incoming and outgoing MCB's, contactor and timer using suitable size flexible copper wires and comprising of following switchgear and accessories complete in all respects and as directed by Engineer-in-charge.

1No- Modular digital time switch for street light & Building light control of Legrand Alpha Rex 3 D21 or equivalent approved make with one channel daily cycle unit suitable for daily programming to switch ON & OFF and operate on 230V single phase supply.

1No- 32A 230V gr.10KA 4P MCB with overload and short circuit protection.

1No-25A, ML1.5 contactor of L&T Cat.No.SS91851 with contactor coil suitable for 230V Single phase supply.

Earthing

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.

Supplying & laying 25 mm X 5 mm GI strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of GI nut bolt & spring washer spaced at 50mm)

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.

Supply, installation, testing and commisioning of 4 Line insulated busbar GI conductor 100 Amps M-Type Shrouded GI Conductors (R,Y,B,G), bolted joint, joint cover, end cover, single pole hanger clamps and copper current collector. (complete in all aspects).

Rupees Twenty Lakh Ninety Three Thousand Six Hundred Twenty Four and Sixty Five Paise Only

Rupees One Crore Thirty Nine Lakh Twenty Six Thousand Two Hundred Twenty Two and One Paise Only

Approximate Amount Put to Tender

Rupees Twenty Five Lakh Six Thousand Seven Hundred Nineteen and Ninety Six Paise Only

Rupees One Crore Sixty Four Lakh Thirty Two Thousand Nine Hundred Forty One and Ninety Seven Paise Only