Construction of Proposed Pump House Platform for Storage of Vertical Overhead Tanks and the above Ground Level Tanks at AERDC Division HAL DC

HINDUSTAN AERONAUTICS LIMITED BANGALORE FACILITIES MANAGEMENT DIVISION

NAME OF THE WORK: Construction of Proposed Pump House/room, Platform for Storage of Vertical Overhead Tanks and the above Ground Level Tanks at AERDC Division, HAL [DC]. CONTRACT NO. HAL/FMD/C-43/25-26

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 etc., to a distance upto 5000m / outside HAL premises / to contractor's own yard including loading, unloading, depositing, spreading, levelling, etc, all complete as per directions of Engineer-in-Charge. 261.00 Cu m #NAME? 0.00

2 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 for all lifts with all labour, tools & tackles, plant & machinery, hire & fuel charges, etc., all complete as directed by Engineer-in-Charge. 604.00 Cu m #NAME? 0.00

3 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 for all lifts, etc., all complete as directed by Engineer-in-Charge. 347.00 Cu m #NAME? 0.00

4 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains, pipes, cables, ramp sides, 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. 4.00 Cu m #NAME? 0.00

5 Providing and laying in position cement concrete 1:3:6, 20mm nominal size aggregate for 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, all complete as directed by the Engineer-in-Charge. 56.00 Cu m #NAME? 0.00

6 Making plinth protection 50mm thick of cement concrete 1:3:6, 20mm nominal size aggregate 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. 115.00 Sq m #NAME? 0.00

7 Supplying, mixing and placing plain cement concrete (1:2:4) 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., including finishing, etc., all complete as directed by the Engineer-in-Charge. 1.20 Cu m #NAME? 0.00

8 Providing and laying in position cement concrete of 1:2:4, 20mm nominal size aggregate for all works up to plinth level including flooring, ramps, etc., all complete as directed by the Engineer-in-Charge. 16.00 Cu m #NAME? 0.00

9 Providing and laying in position ready mixed or site batched M25 Grade with minimum cement content of 330Kgs / m3 design mix cement concrete for reinforced cement concrete work using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / 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., 244.00 Cu m #NAME? 0.00

b) All works above plinth level upto floor V level including necessary openings and packing if any for laying pipes, cables, etc., 57.00 Cu m #NAME? 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, bed concrete, ramp concrete, pedestal, etc., for mass concrete 128.00 Sq m #NAME? 0.00

b) For Roofs, landings, suspended floors, Slabs supported on walls, roofs, landings, balconies, access platforms, Gutters, decks, etc., 135.00 Sq m #NAME? 0.00

c) Plinth beams, Lintels beams, room beams, beams, girders, bressumers, concrete bases and cantilevers, etc., 200.00 Sq m #NAME? 0.00

d) For Columns, Pillars, Piers, etc., 92.00 Sq m #NAME? 0.00

e) Chajja, Weather shade, Canopies, Corbels, etc., including edges 3.00 Sq m #NAME? 0.00

f) Edges of slabs and breaks in floors and walls under 20cm wide 51.00 R m #NAME? 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 0.90mm dia or securing with clips, including fixing and bracing, wastage, welding, supporting or otherwise holding firmly in position so that the placing and ramming of concrete will not displace it, etc., all complete 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. 18.85 MT #NAME? 0.00

12 Construction of Size Stone masonry in cement mortar (1:6) with hard stone, solidly hearted faces, beds and joints squared back, in foundation and below plinth including levelling up with cement concrete 1:6:12 (20mm nominal size aggregate) upto plinth level, raking out joints 10mm deep, curing, providing weep holes if any, etc., all complete as directed by the Engineer-in-Charge. 3.00 Cu m #NAME? 0.00

13 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., all complete as per direction of Engineer-in-Charge.

a) Fastener with threaded dia 6mm each 54.00 Each #NAME? 0.00

b) Fastener with threaded dia 10mm each 30.00 Each #NAME? 0.00

14 Providing and fixing M.S. grills of required pattern to windows / walls / in frames of windows, ventilators, etc., and approved design using MS structurals such as M.S 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. 400.00 Kgs #NAME? 0.00

15 Providing and fixing Fly proof stainless steel grade 304 wire gauge with 0.50mm dia wire and 1.40mm wide aperture to the windows, ventilators, frames, etc., including necessory fittings, etc., all complete as per the architectural drawings and the directions of Engineer-in-Charge. 14.00 Sq m #NAME? 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. 0.20 Cu m #NAME? 0.00

17 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 3 ply 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. 6.00 Sq m #NAME? 0.00

18 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., all complete as per direction of Engineer-in-Charge. 8.00 Each #NAME? 0.00

19 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 #NAME? 0.00

20 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 #NAME? 0.00

21 Supplying and fixing the Polished (bright finished) brass barrel type tower bolts [250mm long X 10mm] 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, conforming to IS 204 (Part 2), etc., all complete as directed by the Engineer-in-Charge. 2.00 Each #NAME? 0.00

22 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 #NAME? 0.00

23 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. 8.00 Each #NAME? 0.00

24 Providing, fixing, testing and commissioning single socketed pipes of 110mm dia, on wall face unplasticised Rigid PVC rain water pipes of 6Kg / 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. 60.00 R m #NAME? 0.00

25 Providing, applying and laying 12mm thick cement plaster work in for internal / External areas of Ceilings, Chajjas bottoms, infloor, 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. 185.00 Sq m #NAME? 0.00

26 Providing, applying and laying cement mortar (1:6) plastering 15mm thick on brick / solid blocks / lath plastering / concrete, below tiles for matching the height 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 junctions 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. 304.00 Sq m #NAME? 0.00

27 Providing, applying and laying 18mm thick cement plaster work in two coats for external areas including two layers over lath plastering etc., 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 junctions of concrete & brick work or between different material, along with mixing of water proofing material (material is paid separately), 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. 696.00 Sq m #NAME? 0.00

28 Painting newly plastered external surfaces with two or more coats applied at 1.43 litre /10Sq 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. 455.00 Sq m #NAME? 0.00

29 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. 26.00 Sq m #NAME? 0.00

30 Painting newly plastered interior surfaces of Walls and Ceiling 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. 491.00 Sq m #NAME? 0.00

31 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. 14.00 Sq m #NAME? 0.00

32 Supplying, Laying and compacting of granular sub-base in flooring, subbases, ramps, foundations, etc., upto plinth level of requisite grading by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, etc., all complete as per specifications and directions of Engineer-in-Charge. 113.00 Cum #NAME? 0.00

33 Providing and laying design mix cement concrete of M-30 grade manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer in roads / hardstandings / flooring using cement content as per design mix, using coarse sand and graded stone aggregate of approve size in appropriate proportions as per approved & specified design criteria, laying over reinforcement, spreading and compacting mechanically by using needle vibrator, levelling to the required slope / camber, finishing with required texture including steel form work with sturdy M.S channel sections, curing making provision for contraction /expansion joints, construction and longitudinal joints (10mm wide X 50mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealent, etc., all complete as per the drawings / directions of Engineer-in-Charge. Note: Cement content considered in M-30 is @ 340Kgs /Cu m. 19.00 Cu m #NAME? 0.00

34 Making hole up to [20 x 20]cm and embedding pipes up to 150mm diameter in masonry and filling with cement concrete 1:3:6 (20mm nominal size) including disposal of malba, etc., all complete as per the directions of Engineer-in-Charge. 5.00 R m #NAME? 0.00

35 Providing, fabricating and fixing aluminium work for partitions, Curtain wall frames, flats, covers, Ventilators, Windows, louvers, doors, etc., frame work., (Min. thickness of powder coating 50 microns) made up of aluminium extruded sections. Ventilators: conforming to designaton 63400 of IS 1285 and of approved make. Sliding Window Frame: Top and side sections of the frame s to accomodate the shutter section. Bottom section of the frame shall be with gutter 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, etc., all complete as per architectural drawings and the directions of Engineer-in-Charge. (Glazing, Panelling, fly proof mesh will be paid seperately). 125.00 Kgs #NAME? 0.00

36 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions, etc., With float glass panes of 5mm thickness (weight not less than 12.50Kgs / Sq m) along with EPDM rubber / neoprene gasket, etc., all complete as per the architectural drawings and the directions of Engineer-in-Charge . 26.00 Sq m #NAME? 0.00

37 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 including necessary accessories, 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 the architectural drawings and the directions of Engineer-in-Charge . 200.00 Kgs #NAME? 0.00

38 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 2.75Kgs/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 2.75Kgs / 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. 133.00 Sq m #NAME? 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.

39 Supplying of Water proofing materials to be mixed with the external plastering, etc., all complete as directed by Engineer-in-Charge. 19.00 Kgs #NAME? 0.00

40 Providing and laying factory made Precast concrete solid blocks of 200mm thickness of grade M10 made of Normal resources / C & D waste from approved manufacturer in superstructure above plinth level upto floor V level with Cement mortar (1:6) in true line and height including curing, cleaning, etc., all as per the direction of Engineer-in-Charge. 56.00 Cu m #NAME? 0.00

41 175 KL Tank :- Supply, Erection and Installation of Zincalume Water Storage Tank of Approx.175 KL capacity (Approx.dia 7.47m & height of 4m) with roof type of Zn Al Self Supported Dome roof. Tank mainly comprising of Roof with Bulk Density of Approx.1000 Kg/m3, coated sheet thickness of approx.0.8/0.55mm, along with coated roof truss & cross trusses and the design is to be accordance with AS 2304. Wall sheets (coated) of Approx. thickness of 0.8/0.55mm. Liner made up of 3 Layer Reinforced PVC, UV Stabilized, Anti-Algae with min Weight/m2 (GSM)- Approx..760 GSM and thickness (mm)- Approx. 0.75mm, along with all the necessary tank fittings and fixtures, including Geo Textile for bottom protection of Min.3 mm thick, inside and outside ladders with rope(M.S coated steps) & safety cage respectively,Top heavy Duty Hinged Access Hatch, Level Indicator, Anchor Fasteners, required nozzles as per BS-10, sealants, necessary fasteners like nuts, bolts, washers and seals confirming to EN ISO 10684:2004, hold down brackets, etc., all complete inlcuding all accessories and fixtures and making it operational as directed by Engineer-in-Charge. Note:- The above quote is for entire work along with all necessary accessories and fittings, nothing will be paid extra. Detailed Technical Specification placed at Annexure - A 2.00 No.s #NAME? 0.00

42 Supply & Installation of 200mm dia Heavy Class G.I.Pipe 'C' class including accessories like Bends, Flanges, etc., all complete as directed by Engineer-in-Charge. 15.00 Rm #NAME? 0.00

43 Supply & Installation of 150mm dia Heavy Class G.I.Pipe 'C' class including accessories like Bends, Flanges , etc., all complete as directed by Engineer-in-Charge. 15.00 Rm #NAME? 0.00

44 Supply & Installation of Gear Operated Butterfly Valves of 200mm nominal dia as per IS13905(PN16) slim seal standard gear operated type of approved make and quality with required flanges, nuts, bolts, etc, all complete as directed by Engineer-in- charge. 2.00 Each #NAME? 0.00

45 Supply & Installation of Gear Operated Butterfly Valves of 150mm nominal dia as per IS13905(PN16) slim seal standard gear operated type of approved make and quality with required flanges, nuts, bolts, etc, all complete as directed by Engineer-in-Charge. 2.00 Each #NAME? 0.00

Sub-Total of Part 'I' - Civil Works (Excluding GST) Rupees One Crore Forty Lakh Fifteen Thousand One Hundred Forty Five and Three Paise Only 0.00

Part 'II' - Electrical Works

1 Supply, fixing to ceiling at approx. 5-6 mtr height, including using suitable MS hook with required fixing hardwares etc., as per site requirement, testing & commissioning of industrial type highbay LED lighting fixture of wattage not exceeding 80watts made out of high pressure diecast aluminium housing, diffuser made of high grade toughened glass(or as per OEM standards), integral control gear, eye hook and surge protection of 10kV(Internal/external) etc., . The technical parameters of lighting fixtures are as below: The luminaire should have Lumen efficacy ≥ 110lm/watt and lumen output not less than 8800lumens, PF>0.90 and Colour temprature shall be ≥5700K, CRI≥70, THD <10%, IP66/65 operating on single phase 230V voltage 50 Hz AC supply with voltage range 140-270V including necessary interconnections between driver and lighting fixtures and other standard accessories complete in all respects and as directed by Engineer in-charge. The fitting shall be of Crompton model no: TIP-320-80-57-SL-GL-NSG / Equivalent model in other approved makes. LED used in the lighting fixtures should be one of the approved make. LM79 certification for luminares & LM80 certificate for LED shall be produced. 6.00 Nos #NAME? 0.00

2 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 CROMPTON-IGP161LT8-16 1XT8+LT8-20-865 /Equivalent model of approved make luminaries which meets the above technical specification. complete in all respect and as directed by Engineer-in-charge. 6.00 Nos #NAME? 0.00

3 Supply & fixing on the building at a height of 4-5mtr 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, luminous efficiency ≥100lm/w at luminaries level, operating on single phase 230V 50Hz AC supply, efficient heat sink, colour temperature shall be 5600K+400K, 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. 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. 3.00 Nos #NAME? 0.00

4 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. 3.00 Nos #NAME? 0.00

5 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, ceiling rose, 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. 4.00 Pts #NAME? 0.00

b) Wiring to two light point controlled by 1 No 6A, 250V gr. flush type modular SP switch complete in all respects. 4.00 Pts #NAME? 0.00

c) Wiring to three light point controlled by 1 No 6A, 250V gr. flush modular type SP switch complete in all respects. 1.00 Pt #NAME? 0.00

d) Wiring to exhaust/wall mounting 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. 3.00 Pts #NAME? 0.00

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

a) 2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire(DB to switch box) 10.00 Mtrs #NAME? 0.00

7 Distribution Board

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:

a) 4 way (4 + 12), Vertical Double door MCB DB 1.00 No #NAME? 0.00

b) 63 amps. ratings, 4P MCB, "C" curve, 10 KA breaking capacity. 1.00 No #NAME? 0.00

c) 32 amps. ratings, TP MCB, "C" curve, 10 KA breaking capacity. 2.00 Nos #NAME? 0.00

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

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

a) Supply & laying in the already excavated cable trench/fixing on wall/duct wall with necessary M.S clamps / encasing in pipes etc., testing & commissioning of 3.5Cx25 Sqmm XLPE insulated Aluminium conductor 1100V gr. Armoured U.G cables complete in all respect as directed by EIC. 150.00 Mtrs #NAME? 0.00

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

a) 3.5C X 25 Sqmm Al Arm LT Cable End Joint 2.00 Nos #NAME? 0.00

10 Supply and laying of 63mm dia, PE-100, PN6 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. 100.00 Mtrs #NAME? 0.00

a) Supply & providing GI earth stations using 600 x 600x 6.3 mm thick G.I plate electrode at 2.5 mtr below the ground level with 20mm dia class B G.I pipe for watering, G.I funnel etc. & Cement concrete base of minimum size 750x750x100mm thick shall be provided using 1:2:6 CC after necessary excavation, refilling of soil, consolidating, ramming, leveling of soil etc. and providing cement concrete chamber of inside dimension 300x300x300mm with a wall thickness of 120mm using 1:2:6 CC above the base concrete including providing 50mm thick RCC cover including required salt & charcoal, 2 runs of 50x6 mm G.I strip from plate electrode upto top of the chamber etc. as per technical specification enclosed with the tender & as per IS 3043 complete in all respects. 2.00 Nos #NAME? 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) 30.00 Mtrs #NAME? 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. 20.00 Mtrs #NAME? 0.00

12 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. 30.00 Cu.Mtrs #NAME? 0.00

Sub-Total of 'II' - Electrical Works (Excluding GST) Rupees One Crore Forty Lakh Fifteen Thousand One Hundred Forty Five and Three Paise Only 0.00

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

Add 18% GST #NAME? 0.00

Grand Total (Including GST) #NAME? 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-43/25-26

Name of Work: Construction of Proposed Pump House/room, Platform for Storage of Vertical Overhead Tanks and the above Ground Level Tanks at AERDC Division, HAL [DC].

Estimated Amount in Lakhs.: 130.5

Tender Notice Date:(DD/MM/YYYY) 04.08.2025 Can we give in DD/MM/YYYY

Complition Period(In months) 8

PROVISIONAL GST ID NO. for HAL 29AAACH3641R1Z3 Kindly mention at Col I J &K as " Any Other related Information"

Sl.No Description Details Enclosed / Not Enclosed Any Other Related Information Remarks

1 Name of the Individual / Firm / Company: * Mandatory Pls enter name

2 Type of ownership Related Document to be Uploaded to eProcurement Portal

3 Year of Estblishment of Company/Business

4 If Other, please specify

5 Details of Constitution or Legal Status such as certificate of incorporation, shops and establishments, etc., If not enclosed reasons be to recorded here

6 Address for correspondence:

8 PAN no and Name of Holder

9 PF number (If any)

11 (a) Service Tax Registration No

11 (b) Goods and Service Tax ID No.

12 Contact details

Contact person name Pls

Ph. No. with STD code

FAX No. with STD code 5 6

13 Registered Contractor

If Registered Contractor with HAL Yes/ No Pls Enter Related Document to be Uploaded to eProcurement Portal * Category: A = Above 25 Crores B = 15Crore to 25 Crores C = 5Crore to 15 Crores D = 1 Crore to 5 Crores E = Lessthan 100 Lakhs to 75 Lakhs F = 75 Lakhs to 50 Lakhs 0 7 .A1 1

Name of Organisation 199999 7 A 2

Category and Registration No. 200000 6 B 3

PEMD Amount ( If paid ) 499999 6 C 4

not required Need to Fill Column 19 no comparision 500000 5 D 5

14 I.T Returns for past 03 years 999999 5 E 6

2024-25 Pls Select 'Yes','No' for IT Returns for all the 3 years 2499999 4

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

2019 - 2020 Pls enter Finiancial Turnover in Rupees for all the years NOTE: The value of max work to be supported with the details of Works executed for each year including name of the organisation with period of execution. Here last 3 years cells to be considered to Check Annual Turn Over for 30 % value of Estimation given above 1 6.00 7.00 0 0

Avg Annual Turnover criteria is not met

16 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.

Sl.No(work No) Name of Organization with address Name of the work on hand Amount of Contract Rs (in Lakhs) Period of CONTRACT in months Date of Commencement of work as Work Order in dd/mm/yyyy Probable date of Completion as Agreed Actual progress achieved till date of Tender Notification Rs (in Lakhs) Balance value of work on hand [Col.(3)-Col.(7)] Rs (in Lakhs) Remarks If Any 0.00

8 0.00 Max Turn Over 07-08 8500000

9 0.00 Current Level to be brought by adding 10% for every year 10-11 8500000 X 1.1 X 1.1 X 1.1

10 0.00 Turn Over to considered A 11313500

0.00 Balance Work On Hand 207452000

Bid Capacity 0.00 Bid Capacity Criteria is not Met this shouldf be hidden while uploading

17 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)] Bid Capacity (2 X A X N) - B

Related Document to be Uploaded -162198000

18 Quantity of work Excuted during the last three years

Earthwork [in Cum]

Concrete work [in Cum]

Reinforcement steel [in MT]

Any other quantity of items tenderer would like to mention

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

19a 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

19b Bank Statement for past three month

19c Latest Over draft Facilties with Bank enter Name of Bank, Date of Issue and Value of Over Draft

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

Name of Bank & Branch Pls Related Document to be Uploaded to eProcurement Portal 04.08.2025 1-Jul 0 40000

Date of Issue(dd-mm-yyyy) #VALUE! 200000 40000

Value Rs. In Lakhs 200001 150000

Solvency value is as per NIT

21 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] 40000 500001 250000

Completed similar works during last 7 years You are Not Eligible Pls Select 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

Name of The organisation

Brief Description of Work: 2000000 500000

Completed value of Work in Rs. Lakh: 2000001 1000000

Date of Commencement of Work [DD/MM/YYYY]: 4000000 1000000

Date of Actual Completion of Work[DD/MM/YYYY]: 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

Name of The organisation

Brief Description of Work

Completed value of Work in Rs. Lakh:

Date of Commencement of Work [DD/MM/YYYY]:

Date of Actual Completion of Work[DD/MM/YYYY]: work done

Work No III Type of Work and Organisation name [ Incase of private works the same shall be supported with TDS certificate] Related Document to be Uploaded to eProcurement Portal 04.08.2025 2555

Name of The organisation

Brief Description of Work: #VALUE!

Completed value of Work in Rs. Lakh:

Date of Commencement of Work [DD/MM/YYYY]:

Date of Actual Completion of Work[DD/MM/YYYY]:

Work Competion is NOT with in 7 years

Valid Class I Electrical Licence [or] Undertaking for engaging Electrical Contractor possessing valid Class I Electrical Licence Please Enter Electricial Licence No Electricial Licence valid upto Related Document to be Uploaded to eProcurement Portal

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

Sl.No Name of members or technical personllel avalable in the organization Qualification of similar nature number of years of experience

23 DETAILS OF MACHINERY AVAILABLE

Sl.No Name of Mechinery No Make Year of Manufacture

1 Concrete Mixers - Type etc

2 Vibrators - Diesel - Electrical

3 Weiding equipment's

4 a) Rectifiers

5 b) Welding Generators

6 Erection equipment's

10 Water Lifting motor pumps

13 Drilling Equipment's

16 Stone crushers

17 Bitumen hot mixture plant

18 Bitume boiler

20 Batching plants

21 Vibratory rollers

23 Cranes-Details

24 Concrete pumps

26 Rock breakers

27 Transit mixers

29 Weight batches

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

Name Related Document to be Uploaded to eProcurement Portal

Ph. No. with STD code

FAX No. with STD code

I/We declare and confirm that - 1. All information and attachments submitted in this application are true and correct. 2. I/We are aware that any false information provided herein will result in the rejection of my application and suspension of any registrations granted. 3. I/We shall not make refund claims of expenditure incurred in processing this application. Pls enter

26 Tender Document Cost and EMD details

Descipttion Enclosed / Not enclosed Valid upto [in case of BG] Related Document to be Uploaded to eProcurement Portal

Tender cost Enclosed

27 Average annual financial turn over during the last 3 years, ending 31st March 2024 [ 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)

2023-24 Pls Select 'Yes','No' for Annual financial turn over for all the 3 years

Average 0.00 FALSE

Balance sheet and Profit & loss statement for last 05 years