Civil Electrical Works for Portico, Car Parking and Drivers Room at AERDC New Premises, HAL DC.

HINDUSTAN AERONAUTICS LIMITED BANGALORE FACILITIES MANAGEMENT DIVISION

NAME OF THE WORK: Civil & Electrical Works for Portico, Car Parking and Drivers Room at AERDC New Premises, HAL [DC]. CONTRACT NO. HAL/FMD/C-113/24-25

Name of the Contractor :

Sl. No. Specification Quantity Unit Rate in Figs [Excluding GST] Rate in Words Amount

Preamble: (1) The subject work has been called on works contract basis and prevailing GST for same is 18%. Any change in GST +/- during the currency of contract shall be on HAL account. The Tenderer shall abide by prevailing GST act. (2) L1 (lowest quote) will be determined based on the total quoted amount including GST. (3) This BOQ specification has to be read in conjunction with relevant CPWD specifications amended upto date/ detailed technical specification in tender document and tender drawings if any.

Part 'I' - Civil Works

1 Removing / transporting the surplus excavated earth including debris, vegetation waste, concrete waste, etc., to a distance upto 5000m / outside HAL premises / to contractor's own yard including loading, unloading, depositing, spreading, levelling, etc., all complete as directed by Engineer-in-Charge. 150.00 Cu m 0.00

2 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 1.50m in width or 10Sq m 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 50m with all labour, tools & tackles, plant & machinery, hire & fuel charges, etc., all complete as directed by Engineer-in-Charge. 63.00 Cu m 0.00

3 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. 201.00 Cu m 0.00

4 Returning / Filling in available useful excavated earth (excluding rock) free from salts, organic or other deleterious matter (Other than black cotton soil & rock etc.) in trenches, plinth, sides of foundations, etc., in layers not exceeding 20cm in depth, consolidating each deposited layer by watering, breaking / removing clods exceeding 50mm, ramming and consolidation, etc., with all labour, tools & tackles, plant & machinery, etc., lead up to 50m and lift upto 1.50m, etc.,all complete as directed by Engineer-in-Charge. 140.00 Cu m 0.00

5 Providing, mixing and laying in position 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from naturalsources : 4 graded stone aggregate 20mm nominal sizederived from natural sources) for flooring, etc.,all complete as directed by Engineer-in-Charge. 5.00 Cu m 0.00

6 Providing, mixing and laying in position cement concrete (1:4:8)(1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40mm nominal size derived from natural sources) of required thickness using 40mm down graded hard stone/granite aggregate in accordance with IS 456 in all works up to plinth level, including 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 and shuttering, etc., all complete as directed by the Engineer-in-Charge. 39.00 Cu m 0.00

7 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, etc., all complete as directed by the Engineer-in-Charge. 52.00 Sq m 0.00

8 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 Cills, fillets, coping,etc upto floor five level, 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. 1.00 Cu m 0.00

9 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: (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.

a) All works upto plinth level including necessary openings and packing if any for laying pipes, cables, etc., 33.00 Cu m 0.00

b) All works above plinth level upto floor V level including necessary openings and packing if any for laying pipes, cables, etc., 14.00 Cu m 0.00

10 Formwork (Centering and shuttering including strutting, propping, etc, and removal of form) for the following RCC members which are defined as below, in fair finished 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., all complete as directed by the Engineer-in-Charge for the sub-items mentioned below. Note: Formwork material is contractor's own property and shall be removed after completion of work.

a) Foundations, footings, bases of columns, plinth drains, etc. for mass concrete 86.00 Sq m 0.00

b) For Roofs, landings,suspended floors, Slabs supported on walls, roof landings, balconies, access platforms, decks etc. 20.00 Sq m 0.00

c) Plinth beams, Lintels, Beams, etc 100.00 Sq m 0.00

d) For Columns, Pillars, Piers, etc 26.00 Sq m 0.00

e) For Circular Columns. 17.00 Sq m 0.00

f) Chajja, Weather shade,Canopies, Corbels etc,including edges 7.04 Sq m 0.00

g) Edges of slabs and breaks in floors and walls under 20cm wide 20.00 R m 0.00

11 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. 4228.00 Kgs 0.00

12 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt of Wedge expansion type, etc., complete as per direction of Engineer-in-Charge.

Fastener with threaded dia 10 mm each 8.00 Each 0.00

13 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: 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. 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 Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based 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.

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. 225.00 Sq m 0.00

14 Providing and fixing M.S. grills of required pattern in openings / wooden frames of windows, Ventilators etc. with rawl plugs screws, ends of bars shouldered and/or riveted, welded, etc., of approved design using MS structurals such as flats, angles, round/square bars etc., including necessary cutting, welding, embedding in concrete, masonry etc.,including priming coat with approved steel primer, etc., all complete as directed by the Engineer-in-Charge. 81.00 Kgs 0.00

15 Providing and fixing Fly proof stainless steel grade 304 wire gauge with 0.50mm dia. wire and 1.40mm wide aperture with matching wood beading to the windows, ventilators, etc., all complete as per the architectural drawings and the directions of Engineer-in-Charge . 3.00 Sq m 0.00

16 Supplying, fabricating and fixing second class teak wooden plain, solid, straight chowkats and frames of doors, windows, partitions, wall panelling frames and other frames, wrought framed, rebated on the solid, rounded or chamfered, put together with glue, pinned at joints and fixed to wall or in position with hold fast lugs or with dash fasteners of required dia & length, etc., all complete as directed by the Engineer-in-Charge. 0.16 Cu m 0.00

17 Providing, fabricating and fixing 30mm thick flush door shutters for Toilet entrance conforming to IS :2202 (Part I) decorative type, 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 teak 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 provision of rebates,suitable blocks for taking mortice locks, latches or other fittings, fitting to frames / chowkats etc., all complete as directed by the Engineer-in-Charge. 1.89 Sq m 0.00

18 Providing, fabricating and fixing 35mm thick flush door shutters conforming to IS :2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood & lipping with 2nd class teak wood battens 25mm minimum depth on all edges and well matched commercial 3ply veneering with vertical grains or cross bands including ISI marked butt hinges with necessary screws and face veneers on both faces of shutters and provision of rebates, suitable blocks for taking mortice locks, latches or other fittings, fitting to frames/chowkats, etc., all complete as directed by the Engineer-in-Charge. Note: Fittings / hardware shall be paid separately. 2.52 Sq m 0.00

19 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section [90 x 45]mm having single rebate of [32 x 15]mm to receive shutter of 30mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame, etc., all complete as directed by the Engineer-in-Charge. 5.10 R m 0.00

20 Providing and fixing to existing door frames 30mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5mm thick FRP laminate for panels, including provision of internal wood lipping, rebates, suitable blocks for taking mortice locks, latches or other fittings, fitting to frames/chowkats etc., conforming to IS: 14856, etc., all complete as directed by the Engineer-in-Charge. 1.89 Sq m 0.00

21 Providing [40 x 5]mm flat iron hold fast 40cm long including fixing to frame with 10mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block [30 x 10 x 15]cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size), etc., complete as per direction of Engineer-in-Charge. 12.00 Each 0.00

22 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc, all complete as directed by the Engineer-in-Charge. 2.00 Each 0.00

23 Providing and fixing bright finished brass 100mm mortice latch and lock of 6 levers, vertical type, and a pair of lever brass handles of approved quality, polished bright of approved manufacture to door with all necessary screws, bolts, nuts and washers of approved manufacture, etc., all complete as directed by Engineer-in-Charge. 1.00 Each 0.00

24 Supplying and fixing the Polished (bright finished) brass barrel type tower bolts 250 mm long X 10 mm with barrel of extruded sections of brass, of approved make and rolled or drawn brass bolt, design to door with all required screws, bolts, nuts, washers etc., conforming to IS 204 (Part 2), etc., all complete as directed by the Engineer-in-Charge. 2.00 Each 0.00

25 Providing and fixing aluminium sliding door bolts (aldrop) of [250 x 16]mm, 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, all complete as directed by the Engineer-in-Charge. 2.00 Each 0.00

26 Providing and fixing 20mm dia chromium plated brass curtain rod / Towel rail of 600mm long with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary, etc., all complete as directed by the Engineer-in-Charge. 1.00 Each 0.00

27 Providing and fixing bright finished brass butt hinges [125 X 70 X 4]mm with necessary screws, etc., all complete as directed by Engineer-in-Charge. 6.00 Each 0.00

28 Providing and fixing Polished (bright finished) extruded brass handles fabricated type 125mm long with screws, conforming to IS 208 and with continuous plate to door with all necessary screws, bolts, nuts, etc., all complete as directed by Engineer-in-Charge. 4.00 Each 0.00

29 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564,embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws, etc., all complete as directed by Engineer-in-Charge. 2.00 Each 0.00

30 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, etc., all complete as directed by Engineer-in-Charge. 3400.00 Kgs 0.00

31 Providing and laying Double Charged vitrified floor tiles polished finish size of tile Size of [600 X 600]mm or nearest available size in floors over a screed of cement mortar (1:4) 20mm thick for Paper Joint (Thickness to be specified by the manufacturer) with water absorption less than 0.08% and confirming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 course sand), including grouting the joints with grey cement slurry @ 3.30Kg/Sq m including grouting the joints with white cement and matching pigments, etc., all, complete as directed by he Engineer-in-Charge. 16.00 Sq m 0.00

32 Providing and laying Glazed vitrified tiles Matt / Anti skid polished finish size in floors as indicated below for Paper Joint of tile size of 600 X 600 mm/ as per site required size ( Thickness to be specified by the manufacturer) with water absorption less than 0.08% and confirming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 ( 1 cement: 4 course sand), including grouting the joints with grey cement slurry @ 3.3 Kg/Sqm including machine cutting, grouting the joints with white cement and matching pigments, etc., all, complete as directed by he Engineer-in-Charge. Note: Quoted rate shall be inclusive of screed, pointing etc. 5.00 Sq m 0.00

33 Providing and laying Vitrified tiles in Skirting / Dadoo for walls / wall cladding over a screed of cement mortar (1:3) - Size of Tile [600 x 600]mm or nearest size available (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.30Kg/Sq m including grouting the joint with white cement & matching pigments, etc., all, complete as directed by he Engineer-in-Charge. 25.00 Sq m 0.00

34 Providing, fixing, testing and commissioning single socketed pipes of 110mm dia, on wall face unplasticised Rigid PVC rain water pipes of 6 kg/cm² SWR grade and of approved make conforming to IS : 13592 Type A, including jointing together with seal ring conforming to IS : 5382, leaving 10mm gap for thermal expansion and all necessary fittings & specials, bends, branches, sockets, clamps, pipe cutting and wastages, cutting and making good the walls, connecting to existing lines, etc., along with removal of existing rain water pipes, etc., all complete as directed by the Engineer-in-Charge. 11.00 R m 0.00

35 Providing, applying and laying 12mm thick cement plaster work in for internal / External areas of Ceilings, Chajjas etc in CM (1:4) including forming grooves not exceeding 10mm wide and not exceeding 10mm deep as per requirement as directed including preparation of surface by hacking etc., at all levels with necesary materials, labour, scaffoldings, curing, tools and tackles, plants, etc., threading if any as directed, etc., all complete as directed by the Engineer-in-Charge. 31.00 Sq m 0.00

36 Providing, applying and laying cement mortar (1:6) plastering 15mm thick on brick / solid blocks / concrete surfaces, finished even and smooth with trowel for Internal / External walls, etc., including supply and fixing of hexagonal chicken mesh minimum 150mm wide having opening [20 x 20]mm of 26 gauge at juncitons of concrete & brick work or between different material, including making grooves as per the requirement not exceeding 10mm width and not exceeding 10mm deep with necesary materials, labour, scaffolding, curing, tools and tackles, etc., at all heights, etc., all complete as directed by the Engineer-in-Charge. 62.00 Sq m 0.00

37 Providing, applying and laying 18mm thick cement plaster work in two coats for external areas as directed. First coat 12mm thick in cement mortar (1:5) made rough to recieve top coat, second coat 6mm thick in cement mortar (1:6) , final surface finished with a floating coat of neat cement after necessary preparation of surface, at all levels including supply and fixing of hexagonal chicken mesh minimum 150mm wide having opening [20 x 20]mm of 26 gauge at juncitons of concrete & brick work or between different material, with necesary materials, labour, scaffoldings, curing, tools and tackles, plants, etc., threading if any as directed, etc., all complete as directed by the Engineer-in-Charge. 120.00 Sq m 0.00

38 Painting newly plastered external surfaces with two or more coats applied at 1.43 litre / 10 Sq m / as per manufacturer specifications of 100% premium acrylic emulsion paint having VOC less than 50 grams / litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint with silicon additives of approved make, colour, shade, tint & pattern at all levels, over and including a coat of approved acrylic primer including preparing the surface by removing loose dirt and any organic growth, filling of cracks, necessary scaffolding, etc., all complete as directed by the Engineer-in-Charge. Note: The paint shall have anti-algal, anti-fungal, UV resistant & anti-tarnishing qualities with 100% acrylic base and silicon or elastomeric additives. 130.00 Sq m 0.00

39 French Polishing on wood work on New work with two or more coats including a coat of wood filler, etc., all complete as directed by the Engineer-in-Charge. 10.00 Sq m 0.00

40 Painting Steel surfaces of any description with two coats of synthetic enamel paint of approved colour, brand and manufacture to give an even shade, including preparation of surface by rubbing with fine grade of abrasive paper to ensure smooth, etc., all complete as directed by the Engineer-in-Charge. 6.00 Sq m 0.00

41 Painting newly plastered interior surfaces with two coats of premium acrylic emulsion paint of interior grade having VOC (Volatile Organic Compound) content less than 50 grams / litre conforming to IS 15489, of approved make, brand, colour, shade, tint, manufacture & pattern at all levels, including preparing the surface by removing loose dirt and any organic growth, smoothening the surface by using suitable emery paper, filling crevices and finishing even and smooth by providing and applying white cement based putty of average thickness of 1mm in 2 coats of approved brand and manufacture over the plastered wall surface and followed by the applying priming coat with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content With water thinnable cement primer on applied putty having VOC content less than 50 grams/litre, necessary scaffolding, etc., all complete as directed by the Engineer-in-Charge. 85.00 Sq m 0.00

42 Demolition of cement concrete in concrete of Nominal Mix 1:3:6 or Richer Mix, manually / by mechanical means carefully so as to avoid damage to the rebars including disposal of material within a lead of 50m, etc., all complete as directed by the Engineer-in-Charge. 2.00 Cu m 0.00

43 Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work like kerb stones, pavers etc., manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead, etc., as per direction of Engineer-in-Charge. 1.00 Cu m 0.00

44 Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand, etc., all complete as per the direction of Engineer-in-Charge. 240.00 Sq m 0.00

45 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required, etc., as per direction of Engineer-in-Charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-Charge). 6.00 Cu m 0.00

46 Laying and compacting of granular sub-base Grade-III in flooring, subbases, 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., complete as per specifications and directions of Engineer-in-Charge. 65.00 Cu m 0.00

47 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with W.C. pan with ISI marked white solid plastic seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required, making it operational for use, etc., all complete as directed by the Engineer-in-Charge. 1.00 Each 0.00

48 Providing and fixing, testing and commissioning 8mm dia C.P. / S.S. Jet (health faucet) with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved with necessary fittings, etc., all complete as directed by the Engineer-in-Charge. 1.00 Each 0.00

49 Providing and fixing of toilet paper holder of C.P brass type, etc., all complete as specified and directed by Engineer-in-Charge. 1.00 Each 0.00

50 Providing and fixing [600 x 450]mm beveled edge mirror of minimum 4mm thick superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers etc., all complete as directed by the Engineer-in-Charge. 1.00 Each 0.00

51 Providing and fixing White Vitreous China Wash basin of size [630 x 450]mm or nearest available size of approved make with 15mm C.P. brass pillar tap of approved model & make, C.I. brackets, 32mm C.P. brass waste fitting, 32mm dia semi-rigid PVC waste pipe, including painting of fittings and brackets, cutting and making good the walls, connecting to floor trap and with all necessary fittings and accessories making it operational for use, etc., wherever required, etc., all complete as directed by the Engineer-in-Charge. 1.00 Each 0.00

52 Providing and fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality and colour, etc., all complete as directed by the Engineer-in-Charge. 1.00 Each 0.00

53 Providing, fixing, testing and commissioning trap (floor trap) of approved make with 100mm inlet and 75mm outlet of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors, connection with PVC soil / waste pipe, necessary 150mm thick cement concrete (1:2:4) for embedding the trap, etc., all complete as directed by the Engineer-in-Charge. 3.00 Each 0.00

54 Providing and fixing of ball valve (brass) 25mm nominal bore dia, of approved quality, High or low pressure, with plastic floats, screwed for iron pipe or brass ferrule and fixed,including necessary fittings i.e flynut, etc., all complete as directed by the Engineer-in-Charge. 1.00 Each 0.00

55 Providing and placing in position at terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes, all accessories make it operational, etc., all complete as directed by the Engineer-in-Charge. 500.00 Per Litre 0.00

56 Supplying, jointing, testing and commissioning, approved make GM body gate valves with C.I wheel and screwed ends, etc. complete all as directed by the Engineer-in-Charge.

25mm 1.00 Each 0.00

20mm 1.00 Each 0.00

57 Providing and fixing C.P. brass bib cock of 15mm nominal bore dia and approved quality conforming to IS:8931, etc., all complete as directed by the Engineer-in-Charge. 1.00 Each 0.00

58 Providing and fixing Concealed Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, fixing the pipe with clamps at 1.00 m spacing, necessary reducers, tank adaptors etc. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints and making good the walls, etc., complete as per direction of Engineer in Charge.

15mm dia 10.00 R m 0.00

20mm dia 5.00 R m 0.00

59 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints, etc., all complete as per direction of Engineer in Charge.

25mm dia Pipe 50.00 R m 0.00

60 Constructing brick masonry chamber for underground inspection chamber with bricks in cement mortar 1:4 (1 cement : 4coarse sand) C.I. cover with frame (light duty) [455 x 610]mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:5:10 (1cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete, etc., complete as per standard design: With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 with Inside dimensions [500 x 700]mm and 45 cm deep for pipe line with one or two inlets, etc., all complete as per direction of Engineer-in-Charge. 1.00 Each 0.00

61 Making connection of drain or sewer line with existing manhole for pipes of 100 to 250mm diameter including breaking / cutting into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) cement plastered on both sides with C.M 1:3 ( 1 cement : 3 caorse sand ), finished with a floating coat of neat cement and making necessary channels for the drain, etc., all complete as directed by the Engineer-in-Charge. 1.00 Each 0.00

62 Providing, fabricating and fixing aluminium work for partitions, Curtain wall frames, ventilators (Min. thickness of powder coating 50 microns) made up of aluminium extruded sections, windows, etc., Ventilators: [63.5 X 38.1 X 1.7]mm and weight not less than 0.90Kg/m conforming to designaton 63400 of IS 1285 and of approved make, Sliding Window Frame: Top and side sections of the frame shall be approx. (91.8 x 31.75 x 1.5)mm and weighing not less than 0.98 kg/m to accomodate the shutter section. d) Bottom section of the frame shall be with gutter and not less than (91.8 x 45.5 to 37.5 x 1.5)mm and weighing not less than 1.57 kg/m. and partitions with extruded built up standard tubular sections / appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, e) Shutters are to be provided with galss of approved size for two shutters and stainless steel fly proof mesh for one shutter fixed with good quality tapered aluminium interlocking screwless snap on type glazing clip not less than 0.90mm thick. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, etc., all complete as per architectural drawings and the directions of Engineer-in-Charge. (Glazing will be paid seperately) 615.00 Kgs 0.00

63 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions, etc., With float glass panes of 5mm thickness (weight not less than 12.50 kg/Sq m) along with EPDM rubber / neoprene gasket, etc., all complete as per the architectural drawings and the directions of Engineer-in-Charge. 7.00 Sq m 0.00

64 Aluminium work for shutters of doors, windows i.e Powder coated aluminium windows (minimum thickness of powder coating 50 micron) & ventilators in moving position including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately), etc., all complete as per the architectural drawings and the directions of Engineer-in-Charge. 48.00 Kgs 0.00

65 Providing and laying integral cement based water proofing treatment With average thickness of 120mm and minimum thickness at khurra as 65mm including preparation of surface as required for treatment of roofs, (a) Applying a slurry coat of neat cement using 2.75 kg/Sq m of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-Charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-Charge over 20mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-Charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/Sq m of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-Charge. (d) Finishing the surface with 20mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-Charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of [300 x 300]mm square 3mm deep. 21.00 Sq m 0.00

(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge . Note: (i) A performance guarantee bond for 5 years on non-judicial stamp paper of Rs. 500/- shall be given by the contractor. The 10% of completed value of this item shall be dedcuted as defect liability deposit and the same shall be returned after sucessful completion of 5 years from the date of completion of contract / project as a whole. (ii) Plan area shall be measured for payment. (iii) The quoted rate shall be for the entire work and nothing extra shall be paid on this account.

66 Providing and laying factory made Precast concrete solid blocks of 200mm thickness of grade M10 made of Normal / C&D Waste from approved manufacturer in superstructure above plinth level up to floor V level built in CM(1:6), etc., all complete as directed by Engineer-in-Charge. 13.00 Cu m 0.00

67 Providing and laying half block masonry with factory made Precast concrete solid blocks of 100mm thickness of grade M10 made of Normal / C&D waste from approved manufacturer in superstructure above plinth level up to floor V level built in CM(1:4), etc., all complete as directed by Engineer-in-Charge. 15.00 Sq m 0.00

68 Hiring hydraulic excavator (3D) including driver and fuel charges for excavation, loading, un loading, stacking, spreading, dozing, preparation and levelling including removal of vegetation, etc., all complete as directed by Engineer-in-Charge. 8.00 Hours 0.00

69 Supplying, laying, testing and commissioning the following dia PVC pipes of 6 kg/cm² SWR grade and of approved make with rubber ring joints conforming to IS 5382, jointed together with solvent, in trenches and floors, including all necessary fittings & specials, bends, branches, sockets, pipe cutting and wastages, cutting and making good the floors, etc., all complete as directed by the Engineer-in-Charge.

75mm dia 10.00 R m 0.00

70 Providing and fixing (Jaguar make) C.P liquid soap holder with dispenser of available size and standard shape with bracket of the same materials with snap fittings of approved quality and colour, including cutting and making good the walls, etc., all complete as directed by the Engineer-in-Charge. 1.00 Each 0.00

71 Providing and fixing (Jaguar make) C.P brass Angle cock with all necessary fittings along with washers,leak proof rubber gasket arrangement etc and packing with white cement, etc., all complete as directed by the Engineer-in-Charge. 1.00 Each 0.00

72 Tensile Fabric Carparking System: [ Design Build]: Design, Supply and Installation of Cantilever Structure Tensile Fabric as per the scheme attached in the drawing comprising of Primary Structural members, Secondary structural members, Tensile Fabric/Membrane, including all the tools, tackels, stagging, etc., The structure shall be with detailed description as indicated below: Guarantee: The structure shall be designed for a life of 50 years and Tensile Fabric Material shall be for minimum like of 10 years. The 5% of the this specific works will be retained for a period of 10 years. Mode of Measurement: The curved area of the fabric at Top level will be measured Cantilever with the Tentative Scheme at per attached drawing ) comprising of the following : The Agnecy has to design the structure as per the relavent IS codes like : i. The structure to be designed with dead load as per IS 875 (Part-1). ii. Imposed loads as per IS 875 (Part2), Wind loads as per IS 875 (Part3) and applicable seismic loads as per IS 13920 for the respective zone. iii. The detailed 3D Model indiacting all the members considered to be submitted to HAL before commencement of work. iv. The Proof Checking of the Design shall be submitted from any of the following institutes/agencies  Structural Engineering Research Centre [SERC]  Construction Industries Development Council  Central Building Research Center  Indian Institute of Science, Bangalore.  Indian Institute of Technology  National Institute of Technology.  NABL accrediated Laboratory-Agency Certified firm.

v. Primary Structural Members: The primary structural members shall be made with MS tubular sections/SHS made by M/s.TATA/JINDAL having Yiled Strength of 355 Mpa and same shall be coated with anti-corrosive epoxy paint of approved colour and two coats of zinc rich epoxy primer. vi. All the Secondary memebers like plates, lugs, clamps shall be preengineered and fabricated by using CNC/Laer/profile cutting machines and to be from TATA/Jindal/Metpro/Purava make.– Supplying, Providing, Fabricating, Assembling, hoisting, erecting and placing in position MS Built-up section/Tubular Structure. MS built-up section :-Rolled section & plates confirming to IS 2062 Grade Yst 210 ,Tubular Structure:- made from Steel hollow sections, ISI marked from SAIL / RINL / TATA/JINDAL/ Apollo conforming to IS 1161/4923, Grade Yst 210, thickness up to 10mm ) in the profile shape as per drawings with special plate connector, pinion joints, Plates, hollow sections with special plate connectors, pinion joints, plates, hollow sections with cleaning the surface and paint applying as per clients requirement , and including preparation of detailed fabrication and erection drawings of Structural steel work from design drawings issued by Engineer-In-Charge and incorporation of Engineer-In-Charge's comments on same, transportation from fabrication yard, cutting, threading, machining, leads and lifts up to all heights, tools and plants and necessary scaffolding etc. required for all operations involved to make structure of Tensile Membrane shade. The tubular structure system with plate connector etc. is to be provided.

Fabric Part - Providing, fabricating, assembling and erection of composite roofing sheet made of woven high tenacity polyester yarn count of 1100 dtex, coated both sides with PVDF lacquer with the front side provided with suitable primer, roofing sheet would have weight of min 750 gram per square meter. The roofing sheet manufacturer must offer ten years, contractual warranty on the sheet warrantying the usability and the durability of the sheet for the roofing structure provided that the sheet has been designed and installed with an initial safety coefficient of minimum four (4). Make: Ferrari Francedensity 950 g/m2.. Colour: White. The Roofing sheet must also be fire retardant with Euro class BS2, d0 as per EN 13501 norms. The roofing sheet will be manufactured according to the requirements of the European REACH regulations (Registration, Evaluation and Authorization of Chemicals). This work shall be including raw material, patterning, forming will be done on (ixCube latest and licenced version), cutting, welding, fixing and installation with, hardware, mild steel stud patti, galvanized corner plate, etc. including lifts up to all heights, tools and plants, and necessary scaffolding as required for all operations. Patterning should be as per the standard warp direction of the membrane.Pre-stress. Along with steel frames with all fittings and fixtures such as Galvanized MS Membrane /End Plate, Shackles, Rigging Screws, Minimum each welding stroke should be width of minimum of 60mm and minimum in length to be 500mmwith 20 KVA HF welding machine with welding capacity of 30000 sqmm on each welding. Rate Quoted is including necessary Anchor Bolt System, all complete as directed by the Engineer-in-Charge.

Note:- Nothing Extra will be made for the Superstructure. Only Foundation and Flooring will be measred seperately and paid. vi. All the Secondary memebers like plates, lugs, clamps shall be preengineered and fabricated by using CNC/Laer/profile cutting machines and to be from TATA/Jindal/Metpro/Purava make. vii. MTC for the material used to be submitted and the main structural members will be subjected to ascetain mechanical properties. viii. DPT tests will be performed at site as per the code for weldjoints. ix. The tensile fabric shall be of while colour made up of Excellent UV resistance, dust reppalent finish, having temperature operation between 30 degrees centigrade to 70 degree centigrade with density of min 950 g/sq.m Make: Ferrari, France. Tensile Strength ( wrap/Wept) 420/400N/5cm when tested as per ENISO 1421ASTMED 751-100. MTC and Purchase copy of the material to be submitted by the agency. 160.00 Sq m 0.00

73 Supplying and fixing of roller blinds consisting of control unit idelr, head of rail, roller tube, bottom rail operating chain, brackets and clamps / nuts / bolts / of approved colour / pattern including necessary supporting hangar holders / screws, etc., all complete as directed by Engineer-in-Charge. 6.00 Sq m 0.00

Sub-Total of Part 'I' - Civil Works (Excluding GST) 0.00

Part 'II' - Electrical works

1 Supply and fixing on existing wall / ceiling, testing & commissioning of surface mounting, Box type 2X18W/20W T8 LED Tube light (four feet) Luminaries with minimum lumens output Efficacy of minimum100 lm/W., comprising of white powder coated CRCA sheet steel housing, operating on single phase 230V 50Hz AC supply, built-in electronic driver, LM 79 certification for luminaire. Other standard accessories including necessary inter-connections and supply of 2 Nos of 18/20W T8 LED Tube, complete in all respects and as directed by engineer-in-chage. Make & model: The LED tube & batten shall be of CROMPTON-IGP161LT8-16.2XT8+LT8-20-865-(2) /Equivalent model of approved make luminaries which meets the above technical specification. complete in all respect and as directed by Engineer-in-charge. 2.00 Nos 0.00

2 Supply and fixing on existing wall / ceiling/MS perlins, testing & commissioning of surface mounting, Industrial fixture with IP65 protection type 1X18W/20W T8 LED Tube light (four feet) Luminaries with minimum lumens output Efficacy of minimum100 lm/W., comprising of white powder coated housing & diffuser, operating on single phase 230V 50Hz AC supply, built-in electronic driver, LM 79 certification for luminaire. Other standard accessories including necessary inter-connections and supply of 1 No of 18/20W T8 LED Tube, complete in all respects and as directed by engineer-in-chage. Make & model: The LED tube & batten shall be of BAJAJ-BJI 118 LED PC/Equivalent model of approved make luminaries which meets the above technical specification. complete in all respect and as directed by Engineer-in-charge. 8.00 Nos 0.00

3 Supply, fixing directly to the ceiling/in flush with false ceiling using suitable mounting arrangements testing & commissioning of Slim suspended/ surface minimum 80W LED light 50/52mm aluminium extruded linear lighting, 2400 mm long including suitable LED driver, the driver shall have PF >0.9 and Colour temperature shall be =>5700K, operating on single phase 230V voltage 50 Hz AC supply with voltage range 140-270V including necessary interconnections between driver and lighting fixtures complete in all respect and as directed by EIC. The lighting fixture shall be Bajaj model no: BGPPR LC 80L LED 8F WH SY NID or Equivalent make in other approved makes. 4.00 Nos 0.00

4 Supply, fixing directly to the ceiling/wall using suitable mounting arrangements testing & commissioning of surface mounting Decorative type 10W LED mirror light fitting, including driver, the driver shall have PF >0.9 and Colour temprature shall be ≥5700K, THD <20% operating on single phase 230V voltage 50 Hz AC supply with voltage range 140-270V including necessary interconnections complete in all respect and as directed by EIC. The lighting fixture shall be Bajaj make Model-BCLSB 10W WH/Equivalent make in other approved makes. 1.00 No 0.00

5 Supply and fixing on ceiling as per site requirement including 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 exceeding 12W LED lighting fixture, lumens efficiency ≥ 100lm/w at luminaire level, and lumens output not less than 1200 lumens, 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-12-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. 2.00 Nos 0.00

6 Supply & fixing on existing MS hook 1200mm sweep, Five star rated with brushless direct current motor(BLDC) Ceiling fans complete with blades, down rods, and accessories, 230V single phase 50Hz AC supply. Minimum air delivery 210cu.m/min with service value 6.00 BEE , erected in position with necessary flexible copper leads of required colour and with canopy, down rod 300mm to 600mm length as per site requirement , necessary rubber bushings, clamps nuts,bolts etc., complete in all respects and as directed by Engineer-in-charge. 1.00 No 0.00

7 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. 1.00 No 0.00

8 supply, fixing and commissioning of 5 star rated, 15 ltrs capacity Vertical Mounted Water storage Geyser with porcelain enamel glass lined tank (Super polymer high performance inner container), PUF insulation, thermostat, pressure release valve, fusible plug, pilot lamp as per IS-2082 on the unit and guarantee for not less than one year. 1.00 No 0.00

Distribution Board

9 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/suitable 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:

a) 12 way SPN Double door MCB DB 1.00 No 0.00

b) 32 amps. ratings, 4P MCB, "C" curve, 10 KA breaking capacity. 1.00 No 0.00

c) 32A, 240V, DP MCB, "C" curve, 10 KA breaking capacity. 1.00 No 0.00

d) 6-32 amps. ratings, SP MCB, "C" curve, 10 KA breaking capacity. 6.00 Nos 0.00

9 Supply and fixing on wall /on using suitable MS angle iron frame factory-built powder coated sheet metal enclosure for Supply & fixing of 1no 32A DP MCB including Din channel complete in all respects and as directed by Engineer-in-charge. 2.00 Nos 0.00

10 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)

a) Wiring to single light point controlled by 1 No 6A, 250V gr. flush type modular SP switch complete in all respects. 6.00 Pts 0.00

b) Wiring to fan point controlled by 1 No. 6A, 250V gr. flush type modular SP switch including providing 1No box type MS Fan hook in ceiling whereever required, 2 module type electronic five stepped speed regulator etc., complete in all respects. 1.00 Pt 0.00

c) 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. 1.00 Pt 0.00

11 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos of 3 pin 5/6 A modular socket outlet and 2 nos of 5/6 A modular switch, connections etc. as required 3.00 Nos 0.00

12 Supplying and fixing 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. 2.00 Nos 0.00

13 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

a) 3 x 2.5 sq. mm (For lighting ckt from DB to Switch box) 50.00 Mtrs 0.00

b) 3 x 4 sq. mm(For 6A & 16A power points) 50.00 Mtrs 0.00

14 Supply & laying in the already excavated cable trench/cable tray/fixing on wall/duct wall with necessary M.S clamps / encasing in pipes etc., testing & commissioning of following size XLPE insulated Aluminium (Al) /Copper (cu) conductor 1100V gr., earthed Armoured (Arm)U.G cables as directed and as per technical specification and as detailed below. (Note:- Excavation, sand & Brick Protection, concrete cutting, reconcreting, casing pipes will be measured separately.)

a) Supply of 4CX 10 Sqmm Aluminium armoured conductor 70.00 Mtrs 0.00

b) Supply of 3C X 2.5 Sqmm Copper armoured conductor LT Cable 150.00 Mtrs 0.00

15 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

a) 4 X 10 sq. mm Al arm cable End Joint 2.00 Nos 0.00

b) 3CX 2.5 Sqmm Copper armoured conductor End Joint 22.00 Nos 0.00

16 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 model no-DK1006G (not less then 130x180x77mm) 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 Parking light fittings) 9.00 Nos 0.00

17 Supply and laying of 63mm dia, PE-100 , PN8 ISI marked HDPE pipe confirming to IS 4984:19955 including suitable jointing using welding as required in the excavated trench/duct/at road crossings for encasing cables complete in all respect as directed by Engineer-in-charge. 60.00 Mtrs 0.00

a) 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. 1.00 No 0.00

b) 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) 10.00 Mtrs 0.00

c) 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. 10.00 Mtrs 0.00

20 Excavation in all types of soil for Cable trench including refilling, consolidating of soil after laying the cable including ramming and levelling to smooth finish as per the Technical specifications enclosed and as directed by the Engineer-in-charge. 20.00 Cu.Mtrs 0.00

Sub-Total of Part 'II' - Electrical (Excluding GST) 0.00

Total of Part 'I' + 'II' (Excluding GST) 0.00

Add 18% GST 0.00

Grand Total (Including GST) 0.00

HINDUSTAN AERONAUTICS LIMITED

Facilities Management Division

Pre-Qulification Profile (To Be uploaded along with Part A)

Tender Ref No. or Contract No.: HAL/FMD/C-113/24-25

Name of Work: Civil & Electrical Works for Portico, Car Parking and Drivers Room at AERDC New Premises, HAL [DC].

Estimated Amount in Rs.: 7230000

Tender Notice Date : 24.12.2024

PROVISIONAL GST ID NO. for HAL 29AAACH3641R1Z3

Sl.No Description Details Enclosed / Not Enclosed Remarks

1 Name of the Individual / Firm / Company: * Mandatory Please Enter Name of the Individual/firm/company

2 Type of ownership PlsEnter Type of Ownership

If Other, please specify

3 Details of Constitution or Legal Status such as certificate of incorporation, shops and establishments, Contractor registration No etc., Pls enter Details of Constitution

4 Address for correspondence: Pls Enter Address

5 (a) PAN No.: Pls Enter Pan NO

5 (b) Service Tax Registration No

5 (c ) Goods and Service Tax ID No.

6 Contact details

Contact person name Please Enter Contact person Name

Mobile No. Pls Enter Mobile No

Ph. No. with STD code

FAX No. with STD code 2 #N/A

7 Registered Contractor

If Registered Contractor with HAL Yes/ No Related Document to be Uploaded to eProcurement Portal * Category: E= 75 Lakhs - Lessthan= 100Lakhs F= 50Lakhs - Lessthan 75 Lakhs G = 25Lakhs - Lessthan 50 Lakhs H = 10Lakhs - Lessthan 25 Lakhs I = 5Lakhs - Lessthan 10 Lakhs J = 2Lakhs - Lessthan 5 Lakhs K = Lessthan 2Lakhs 0 7 E 1

Registration No. 199999 7 F 2

Category 200000 6 G 3

PEMD Amount ( If paid ) 499999 6 H 4

8 I.T Returns for past 03 years 999999 5 J 6

2024-25 Pls Select 'Yes' ' No' for IT Return for All Three years 1000000 4 K 7

9 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] 4999999 3

YEAR TURN OVER IN Rs. Enclosed / Not Enclosed REMARKS 5000000 2

2023- 2024 Rs. Pls Enter Turn over in Rupees for all the 3 years 7499999 2

Average annual Financial turn over 0.00 2169000.00

Avg Annual Turnover criteria is not met 10000000 1

10 ESI & PF Nos with proof Nos Enclosed / Not Enclosed

ESI Registration No/. with proof if any Remarks if any

PF Registration No. with proof if any

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

Bank Account No. Related Document to be Uploaded to eProcurement Portal (Note Canceled cheque leaf to be uploaded)

Name of the Bank

Type of Account

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

Name of Bank & Branch Pls Enter Details to 'Name of the Bank' , 'Date of Issue','Value in Rs #REF! 28-Jun 0 40000

Date of Issue 200000 40000

Value in Rs. 200001 150000

Solvency value is NOT as per NIT

13 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. 2892000 500001 250000

Completed similar works during last 7 years Pls Select %of similar works completed during last 7 years 1000000 250000

Work NoI Type of Work: [ Incase of private works the same shall be supported with TDS certificate] Related Document to be Uploaded to eProcurement Portal 1000001 500000

Brief Description of Work: Please enter Details for Work No 1 2000000 500000

Completed value of Work in Rs. 2000001 1000000

Date of Commencement of Work 4000000 1000000

Date of Actual Completion of Work: 4000001 2000000

Work No II Type of Work: [ Incase of private works the same shall be supported with TDS certificate] Related Document to be Uploaded to eProcurement Portal 10000000 2000000

Brief Description of Work: Pls Enter Details for Work No II

Completed value of Work in Rs.

Date of Commencement of Work:

Date of Actual Completion of Work: work done

Work No III Type of Work: [ Incase of private works the same shall be supported with TDS certificate] Related Document to be Uploaded to eProcurement Portal #REF! 2555

Brief Description of Work: Pls Enter Details for Work No III #REF!

Completed value of Work in Rs.

Date of Commencement of Work:

Date of Actual Completion of Work:

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

Name Related Document to be Uploaded to eProcurement Portal

Mobile No. Pls Enter Details for Person holding Power of Attorney

Ph. No. with STD code

FAX No. with STD code

15 DECLARATION I

The document being viewed / downloaded from the website and having read & understood all the contents of the tender document mentioned under terms and conditions including price bid do hereby accept all the terms and conditions laid down in the said Tender document and will abide by the same on acceptance and ward of work.

16 DECLARATION II

I/We declare and confirm that - 1. All information and attachments submitted along with this offer are true and correct. 2. I/We are aware that any false information provided herein will result in the rejection of my offer. 3. I/We shall not make refund claims of expenditure incurred in processing this offer. 4. I / We aware that document sought only be uploaded for evaluation of offer. Pls Accept the Delaration II