Construction of substation at LCA Plant II area of LCA Tejas Division HAL BC

HINDUSTAN AERONAUTICS LIMITED BANGALORE FACILITIES MANAGEMENT DIVISION

NAME OF THE WORK: Construction of substation at LCA Plant-II area of LCA Tejas Division, HAL(BC). Cont. No: HAL/FMD/C-25/26-27

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( all kinds of soil) 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 directed by the Engineer-in-Charge. 145.00 Cum 318.39 Rupees Three Hundred Eighteen and Thirty Nine Paise Only 46166.55

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 30 cm in depth, 1.5 m in width as well as 10 sqm 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 50 m for all lifts with all labour, tools & tackles, plant & machinery, hire & fuel charges etc.,all complete as directed by Engineer-incharge. 498.00 Cum 173.00 Rupees One Hundred Seventy Three Only 86154.00

3 Returning / filling in with useful excavated soil (excluding rock), free from salts, organic or other deleterious matter (Other than black cotton soil & rock etc., in trenches, plinth,sides of foundations etc., spreading in layers not exceeding 20 cm thick, watering, breaking / removing clods exceeding 50 mm, ramming and consolidation of each deposited layer etc., with all labour, tools & tackles, plant & machinery, etc., lead upto 50 m and for all lifts, all complete as directed by the Engineer-in-Charge. 361.00 Cum 191.02 Rupees One Hundred Ninety One and Two Paise Only 68958.22

4 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains in all kinds of soils (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m, all complete as directed by the Engineer-in-Charge. 7.00 Cum 253.69 Rupees Two Hundred Fifty Three and Sixty Nine Paise Only 1775.83

5 Supplying, mixing and placing plain cement concrete (1:2:4) of required thickness using 20 mm nominal size down graded hard stone/granite aggregate in accordance with IS 456 in Cills, fillets, coping, in drain, on walls, 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, all complete as directed by the Engineer-in-Charge. 11.00 Cum 9643.63 Rupees Nine Thousand Six Hundred Forty Three and Sixty Three Paise Only 106079.93

6 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 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary curing, excavation, levelling & dressing & finishing the top smooth, all complete as directed by the Engineer-in-Charge. 67.00 Sqm 730.25 Rupees Seven Hundred Thirty and Twenty Five Paise Only 48926.75

7 Providing, mixing and laying in position cement concrete (1:3:6) derived from natural sources of required thickness using 20 mm 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, all complete as directed by the Engineer-in-Charge. 56.00 Cum 7109.25 Rupees Seven Thousand One Hundred Nine and Twenty Five Paise Only 398118.00

8 Formwork upto 3.5m (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,pedestal,steps, cable trench base, drain bases etc. for mass concrete 194.00 Sqm 382.19 Rupees Three Hundred Eighty Two and Nineteen Paise Only 74144.86

b) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 185.00 Sqm 821.09 Rupees Eight Hundred Twenty One and Nine Paise Only 151901.65

c) Roofs, landings, slabs supported on walls, roof landings, balconies, access platforms, canopies, decks etc. 149.00 Sqm 903.68 Rupees Nine Hundred Three and Sixty Eight Paise Only 134648.32

d) Lintels, beams, plinth beams, etc 232.00 Sqm 717.68 Rupees Seven Hundred Seventeen and Sixty Eight Paise Only 166501.76

e) Columns, pillars, Piers, etc 118.00 Sqm 936.87 Rupees Nine Hundred Thirty Six and Eighty Seven Paise Only 110550.66

f) Chajja, weather shade, canopies, corbels etc,including edges 37.00 Sqm 926.93 Rupees Nine Hundred Twenty Six and Ninety Three Paise Only 34296.41

g) Edges of slabs and breaks in floors and walls under 20cm wide 55.00 Metre 203.26 Rupees Two Hundred Three and Twenty Six Paise Only 11179.30

9 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. 15325.00 Kg 105.12 Rupees One Hundred Five and Twelve Paise Only 1610964.00

10 Providing and laying in position ready mixed or site batched M25 Grade with minimum cement content of 350 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. 117.00 Cum 9263.12 Rupees Nine Thousand Two Hundred Sixty Three and Twelve Paise Only 1083785.04

b) All works above plinth level upto floor V level including necessary openings and packing if any for laying pipes, cables etc. 66.00 Cum 9609.72 Rupees Nine Thousand Six Hundred Nine and Seventy Two Paise Only 634241.52

11 Construction of coursed rubble masonry (first sort) in cement mortar (1:6) (1 cement : 6 coarse sand) 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 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level, raking out joints 10 mm deep, curing, providing weep holes if any etc., all complete as directed by the Engineer-in-Charge. 5.00 Cum 8588.02 Rupees Eight Thousand Five Hundred Eighty Eight and Two Paise Only 42940.10

12 Providing and fixing expansion hold fasteners with threaded dia of 6mm on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc all complete as per the architectural drawings and the directions of engineer-in-charge . 146.00 Each 35.83 Rupees Thirty Five and Eighty Three Paise Only 5231.18

13 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 all complete as directed by the Engineer-in-Charge. 405.00 Kg 232.30 Rupees Two Hundred Thirty Two and Thirty Paise Only 94081.50

14 Supplying and fixing the 40x5 mm flat iron hold fast 40 cm long of approved make and design to door with all required screws, bolts, nuts, washers etc including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) all complete as directed by the Engineer-in-Charge. 5.00 Each 223.04 Rupees Two Hundred Twenty Three and Four Paise Only 1115.20

15 Providing and fixing fire resistant door frame of section 143 x 57 mm having built in rebate made out of 16 SWG G.I. sheet (zinc coating not less than 120 gm/sqm) duly filled with vermuculite based concrete mix, suitable for mounting 60 minutes fire rated door shutters. The frame is fitted with intumuscent fire seal strip of size 10x4 mm (minimum) alround the frame and fixing with dash fastener of approved size and make, including applying a coat of approved brand fire resistant primer etc and including necessary accessories, all complete as per direction of Engineer-in-charge 8.00 Metre 1665.80 Rupees One Thousand Six Hundred Sixty Five and Eighty Paise Only 13326.40

16 Providing and fixing 50 mm thick glazed fire resistant door shutters with view panel of 60 minutes fire rating conforming to IS:3614 (Part-II), tested and certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, lock rail, top rail 100 mm wide, bottom rail 200 mm wide, made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/m2) duly filled FR insulation material and fixing with all necessary fittings along with stainless steel ball bearing hinges of approved make, suitable locking system, e.t.c., including applying a coat of approved fire resistant primer etc. all complete as per direction of Engineer-in-charge (glazing will be paid separately). 3.00 Sqm 7341.68 Rupees Seven Thousand Three Hundred Forty One and Sixty Eight Paise Only 22025.04

17 Providing and fixing panic bar / latch (Double point) to the fire resistant door fitted with a single body, Trim Latch & Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in- charge, all complete as per direction of Engineer-in-charge. 2.00 Each 8153.46 Rupees Eight Thousand One Hundred Fifty Three and Forty Six Paise Only 16306.92

18 Providing and fixing stainless steel fancy handle to fire rated doors of approved make fixed with SS screws etc. complete as per direction of Engineer-in-charge. 2.00 Each 181.91 Rupees One Hundred Eighty One and Ninety One Paise Only 363.82

19 Providing and fixing fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture fixing to the Windows, Ventilators, Aluminium sections, openings, etc all complete as per the architectural drawings and the directions of engineer-in-charge. 15.00 Sqm 1754.68 Rupees One Thousand Seven Hundred Fifty Four and Sixty Eight Paise Only 26320.20

20 Providing and fixing stainless steel (Grade 304) railing of approved size/design by welding etc. made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.), all complete as directed by the Engineer-in-Charge. 120.00 Kg 752.77 Rupees Seven Hundred Fifty Two and Seventy Seven Paise Only 90332.40

21 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, all complete as per direction of Engineer- in-charge. 4199.00 Kg 130.31 Rupees One Hundred Thirty and Thirty One Paise Only 547171.69

22 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 10 mm 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, all complete as directed by the Engineer-in-Charge. 90.00 Metre 367.81 Rupees Three Hundred Sixty Seven and Eighty One Paise Only 33102.90

23 Providing, applying and laying 12 mm thick cement plaster work in for internal/ External areas of Ceilings, Chajjas etc in CM(1:4) including forming grooves n.exc 10mm wide and n.exc 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, all complete as directed by the Engineer-in-Charge. 273.00 Sqm 338.23 Rupees Three Hundred Thirty Eight and Twenty Three Paise Only 92336.79

24 Providing, applying and laying cement mortar (1:6) plastering 15 mm 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 150 mm wide having opening 20 mm x 20 mm of 26 gauge at juncitons of concrete & brick work or between different material, including making grooves as per the requirement n.exc 10mm width and n.exc 10mm deep with necesary materials, labour, scaffolding, curing, tools and tackles etc., at all heights, all complete as directed by the Engineer-in-Charge. 181.00 Sqm 373.27 Rupees Three Hundred Seventy Three and Twenty Seven Paise Only 67561.87

25 Providing, applying and laying 18 mm thick cement plaster work in two coats for external areas as directed. First coat 12 mm thick in cement mortar (1:5) made rough to recieve top coat, second coat 6 mm 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 150 mm wide having opening 20 mm 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, all complete as directed by the Engineer-in-Charge. 399.00 Sqm 505.38 Rupees Five Hundred Five and Thirty Eight Paise Only 201646.62

26 Painting newly plastered external surfaces with two or more coats applied at 1.43 litre/10 sqm/ 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. 399.00 Sqm 176.65 Rupees One Hundred Seventy Six and Sixty Five Paise Only 70483.35

27 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. 232.00 Sqm 220.50 Rupees Two Hundred Twenty and Fifty Paise Only 51156.00

28 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. 454.00 Sqm 363.33 Rupees Three Hundred Sixty Three and Thirty Three Paise Only 164951.82

29 Supply,laying and compacting of granular sub-base 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, complete as per specifications and directions of Engineer-in-Charge. 39.00 Cum 2737.15 Rupees Two Thousand Seven Hundred Thirty Seven and Fifteen Paise Only 106748.85

30 Providing and laying design mix cement concrete of M-30 grade manufactured in automatic batching plant (RMC plant) i/c 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, complete as per the drawings/directions of EIC. Note: Cement content considered in M-30 is @ 340 kg/cum. 40.00 Cum 10816.29 Rupees Ten Thousand Eight Hundred Sixteen and Twenty Nine Paise Only 432651.60

31 Providing and laying non-pressure NP2 class (light duty) 300mm dia R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc, all complete as directed by the Engineer-in-Charge. 12.00 Metre 969.03 Rupees Nine Hundred Sixty Nine and Three Paise Only 11628.36

32 Providing, fabricating and fixing aluminium work for partitions, curtain wall frames, windows, ventilators (Min. thickness of powder coating 50 microns) made up of aluminium extruded sections etc. (in fixed position) 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. d) 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, 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 0.9 mm 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, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing,Panelling,fly proof mesh will be paid seperately). 263.00 Kg 517.41 Rupees Five Hundred Seventeen and Forty One Paise Only 136078.83

33 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc., float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) along with EPDM rubber / neoprene gasket etc. all complete as per the architectural drawings and the directions of engineer-in-charge . 41.00 Sqm 1466.99 Rupees One Thousand Four Hundred Sixty Six and Ninety Nine Paise Only 60146.59

34 Providing and fixing 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, all complete as per the architectural drawings and the directions of engineer-in-charge . 292.00 Kg 618.33 Rupees Six Hundred Eighteen and Thirty Three Paise Only 180552.36

35 Providing and laying integral cement based water proofing treatment With average thickness of 120 mm and minimum thickness at khurra as 65 mm. including preparation of surface as required for treatment of roofs, (a) Applying a slurry coat of neat cement using 2.75 kg/sqm 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 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm 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 Engineerin-charge over 20 mm 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 Engineerin- charge to required slope and treating similarly the adjoining walls upto 300 mm 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/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm 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 300x300 mm square 3 mm deep. 175.00 Sqm 1641.78 Rupees One Thousand Six Hundred Forty One and Seventy Eight Paise Only 287311.50

(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. 200/- 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.

36 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,all as per the direction of Engineer Incharge etc. 83.00 Cum 9594.37 Rupees Nine Thousand Five Hundred Ninety Four and Thirty Seven Paise Only 796332.71

37 Supplying of Water proofing materials to be mixed with the external plastering, all complete as directed by Engineer-in-Charge. 11.00 Kg 56.94 Rupees Fifty Six and Ninety Four Paise Only 626.34

38 Hire charges for hydraulic excavator/JCB of approx. 1 cum bucket include cost of services of operating staff, Cost of lubricating oil, diesel / Petrol , other consumables for running etc., for Demolision, Excavation,dozing , levelling, loading, unloading, grading, etc., complete as directed by Engineer-in charge. 16.00 Hour 1138.50 Rupees One Thousand One Hundred Thirty Eight and Fifty Paise Only 18216.00

39 Supplying and fixing motorized G.I. rolling shutter, made of approximate size 5X 5 m and approved make. The curtain shall be constructed from Tata Bluescope/JSW 150 gsm single skinned galvalume steel laths with natural finish of min. 1.25 mm thickness and interlocking distance of min 75mm. Side guides shall be made of min. 2 or 3.15 mm thick heavy duty TG Galvanised steel, as per the site requirement, along with necessary fixtures like cleats(spacing shall not exceed 0.75m) or supports brackets for attachments to the walls or column by screws or bolts and necessary seals.The size of the guide channels shall be conforming to Is:6248-1979. Single piece G.I. Heavy duty mild steel suspension shaft along with roller of sufficient diameter with springs shall be provided along with necessary hexagonal bracket plate of min 3.15mm thickness, size conforming to Is:6248-1979 and square bar, if necessary. The provision of Pressed galvalume steel hood cover with reinforced bracket as required to suit the shutter width and motor cover with natural finish of min. 0.9 mm thick and of reuired shape along with necessary fixtures and stiffeners like angle cleats, angle or flat stiffeners,etc shall be provided. Bottom profile shall be of G.I. plate with angle stiffner. The bottom rail shall be fixed with extruded rubber bottom seal that shall seal against the floor when the door is fully closed. The CE Certified CRS Compact Gear motorised system shall be indirect drive type along with system power supply wired with industrial plug and three station push button/ switch with deadman control and arrangements for inside and outside locking. A provision of suitable safety devices/system like inbuilt limit switches, External safety brake's,Control switch,etc are to be provided in accordance with EN 14121-1:2007 Safety of machinery. . 20.00 Sqm 9407.35 Rupees Nine Thousand Four Hundred Seven and Thirty Five Paise Only 188147.00

Provision shall be made for manual operation by hand chain in emergency condition, all complete & fully operational. The rate is inclusive of two coats of painting, of approved shade and manufacture, over a coat of grey epoxy primer by spray including preparation of surface, all materials, labour, machinery, tools and tackels etc., all complete as directed by the Engineer-in-Charge. Note: (i) Clear opening shall be measured for payment. (ii) The quoted rate shall be for the entire work and making it operational.

Rupees Eighty Five Lakh Twenty Seven Thousand Two Hundred Eighty Six and Seventy Four Paise Only 8527286.74

PART - II [Electrical Works]

1 Supplying, installation, Testing & Commissioning of following rated LED surface mounted Batten light of Powder coated die cast /Extruded aluminium Body (Thickness > 1.20 mm) material and construction as per IS : 10322 with driver (Replaceable) as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -50C to 400C, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P.F.≥0.95, IP20, CRI >80, Flicker free (flicker should be below 5 %), life time (LED,Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6500°K(As per ANSI Bin), SDCM(Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/Embossing/ Screen printing on housing. complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 lm/Watt output. LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). (As per CPWD Specification)

a) 40Watt 10.00 Each 660.17 Rupees Six Hundred Sixty and Seventeen Paise Only 6601.70

b) 20 Watt 13.00 Each 622.03 Rupees Six Hundred Twenty Two and Three Paise Only 8086.39

2 Supplying, installation, Testing & Commissioning of 72W Street light LED fixture powder coated pressure die cast aluminium body with driver as per the requirement with Driver efficiency >85%, Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P. F.≥0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection, EMIEMC As per CISPR 15 , lenses for beam angle as per IESNA type I/II/III as per the width of the road and the project requirement., suitable to fit in up to 65mm dia pipe, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Colour Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 lm/Watt output. LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). Supply, fixing & bending to shape as per site requirement of suitable dia Class B GI pipe on the wall including necessary acccessories for installation of light fixture as per E-I-C. (As per CPWD Specification) 5.00 Each 1803.39 Rupees One Thousand Eight Hundred Three and Thirty Nine Paise Only 9016.95

3 Supply and fixing of weather proof cable junction box suitable for 1.5- 4Sqmm with terminals of approximate size 104mm x 104mm x 70 mm Hensel Cat. No. DK 0404 G or equivalent in Legrand/ Schneider/ Hagar make only. The Box shall be mounted at suitable height on the truss using suitable size MS angle frame work with painting as per EIC, with cable entry knock-outs, including rigid support for all components, Din channel, required fasteners totally enclosed, dust and vermin proof and degree of protection shall not be less than IP-65 complete in all respects and as directed by Engineer-in-charge. 5.00 Each 891.53 Rupees Eight Hundred Ninety One and Fifty Three Paise Only 4457.65

4 Supply, installation, testing & commissioning of 450mm 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. 5.00 Each 5971.19 Rupees Five Thousand Nine Hundred Seventy One and Nineteen Paise Only 29855.95

Distribution Boards

5 Supply, fixing, testing & commissioning of 4 way HTPN MCB DB of factory built powder coated Double door MCB DB of any approved make fabricated out of M.S. sheet steel enclosure & necessary cutouts for operating the MCB knobs & comprising of 200 amps tinned copper busbars & earthing bus with tapped holes including internal wiring with stranded copper PVC wires or suitable size copper strips etc. & fixing the DB in flush with wall/ on wall as per site requirement including 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. 1.00 Each 3709.32 Rupees Three Thousand Seven Hundred Nine and Thirty Two Paise Only 3709.32

6 Supply, fixing, testing & commisisoning of following rating MCB in the existing Distribution board/powder coated enclosure as directed by Engineer-in-Charge.

a) 40-63A, 4P MCB, 10kA, C Curve 1.00 Each 1764.41 Rupees One Thousand Seven Hundred Sixty Four and Forty One Paise Only 1764.41

b) 5A to 32A SP MCB 10kA , C Curve 14.00 Each 241.53 Rupees Two Hundred Forty One and Fifty Three Paise Only 3381.42

7 Supply, installation(surface/recess), testing and commissioning of 2/3/4 Way Powder coated Enclosure with DIN channel provision to mount MCB/RCCB/RCBO and other modular devices. 1.00 Each 646.61 Rupees Six Hundred Forty Six and Sixty One Paise Only 646.61

8 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/Fan point controlled by 1 No 6A, 250V gr. flush type modular SP switch complete in all respects. 1.00 Pts 1444.07 Rupees One Thousand Four Hundred Forty Four and Seven Paise Only 1444.07

b) Wiring to two light point controlled by 1 No 6A, 250V gr. flush type modular SP switch complete in all respects. 11.00 Pts 2286.44 Rupees Two Thousand Two Hundred Eighty Six and Forty Four Paise Only 25150.84

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. 5.00 Pts 1444.07 Rupees One Thousand Four Hundred Forty Four and Seven Paise Only 7220.35

9 Supplying and fixing following suitable size GI Box with modular plate and cover on front on surface or in recess, including providing and fixing 6 pin 5/6A & 15/16A modular socket outlet and 15/16 A modular switch, connections etc., as required. 6.00 Each 558.47 Rupees Five Hundred Fifty Eight and Forty Seven Paise Only 3350.82

10 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 135.00 Mtrs 263.56 Rupees Two Hundred Sixty Three and Fifty Six Paise Only 35580.60

b) 3 x 4 sq. mm 135.00 Mtrs 316.10 Rupees Three Hundred Sixteen and Ten Paise Only 42673.50

11 Supply and laying of 160mm 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. 12.00 Mtrs 295.08 Rupees Two Hundred Ninety Five and Eight Paise Only 3540.96

Total of PART - II [Electrical Works] - (Excluding GST) Rupees One Lakh Eighty Six Thousand Four Hundred Eighty One and Fifty Four Paise Only 186481.54

Sub-Total of Part I + II [Civil + Electrical Works] - (Excluding GST) Rupees Eighty Seven Lakh Thirteen Thousand Seven Hundred Sixty Eight and Twenty Eight Paise Only 8713768.28

The Tenderer has to Quote Percentage Above / Below as Specified and Percentage Shall be Quoted in Figures. Approximate Amount Put to Tender State Above or Below Percentage in Figures [Excluding GST] Amount

Tenderer's Quote (Excluding GST) 8713768.28 BELOW % 8713768.28

Add 18% GST Rupees Fifteen Lakh Sixty Eight Thousand Four Hundred Seventy Eight and Twenty Nine Paise Only 1568478.29

Grand Total (Including GST) Rupees One Crore Two Lakh Eighty Two Thousand Two Hundred Forty Six and Fifty Seven Paise Only 10282246.57

Note: The tenderer has to quote percentage above / below against the total amount considering the specified standard rates. If the contractor does not quote any percentage above / below on the total amount, the tender shall be treated as invalid and will not be considered.

WARNING: PLEASE ENTER PERCENTAGE QUOTE

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-25/26-27

Name of Work: Construction of substation at LCA Plant-II area of LCA Tejas Division, HAL (BC).

Estimated Amount in Lakhs.: 102.8

Tender Notice Date:(DD/MM/YYYY) 01.06.2026 Can we give in DD/MM/YYYY

Complition Period(In months) 5

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

2025-26 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)

2020 - 2021 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 01.06.2026 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 on the previous day of submission of tender. [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 01.06.2026 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 2025 [ 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)

2024-25 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