Providing Vehicle Parking Facility for Officers Employees CRI CRE ISRO Officers Visitors and GM Office at New ACD Plant HAL DC Including Electrical Works

HINDUSTAN AERONAUTICS LIMITED BANGALORE FACILITIES MANAGEMENT DIVISION

NAME OF THE WORK: Providing Vehicle Parking Facility for Officers / Employees, CRI, CRE, ISRO Officers, Visitors and GM Office at New ACD Plant, HAL [DC] – [Including Electrical Works]. CONTRACT NO. HAL/FMD/C-50/25-26

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, concrete waste, etc., to a distance upto 1000m in the adjoing HAL land including loading, unloading, depositing, spreading, levelling, etc., all complete as per directions of Engineer-in-Charge. 719.00 Cu m #NAME? 0.00

2 Surface Exacavation: Earth work in surface excavation not exceeding 30cm in depth but exceeding 1.50m in width as well as 10Sq m on plan including getting out and disposal of excavated earth upto 50m and lift upto 1.50m, as directed by Engineer-in- Charge in all Kinds of Soil including levelling and dressing, etc., all complete as per directions of Engineer-in-Charge. 6500.00 Sq m #NAME? 0.00

3 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas in all kinds of soft / hard soil for foundations, footings, column pedestals or members as per the drawing or as per directions of EIC, etc., (exceeding 30 cm in depth, 1.50m in width) in 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. 1470.00 Cu m #NAME? 0.00

4 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in isolated foundations, trenches or drains in the shape like box or U shape (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 50m in all kinds of soil, etc., all complete as per directions of Engineer-in-Charge. 1920.53 Cu m #NAME? 0.00

5 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 50 m and lift upto 1.50m, etc., all complete as directed by Engineer-in-Charge. 755.00 Cu m #NAME? 0.00

6 Excavation of earth work in or under foul position including pumping out water / diverting as required per 1m depth, etc., all complete as per directions of Engineer-in-Charge. 452.00 Cu m #NAME? 0.00

7 Providing, mixing and laying in position cement concrete (1:3:6) or equivalent lean mix design derived from natural sources of required thickness using 40mm down graded hard stone / granite aggregate in accordance with IS 456 in all works up to plinth level, including mechanical mixing, transporting, vibrating, consolidation, levelling, curing, dewatering if any, all materials, labour, lead & lift, tools, plant & machinery, keeping concrete well wetted during the curing period and protecting it in extreme weather conditions, etc., all complete as directed by the Engineer-in-Charge. 793.00 Cu m #NAME? 0.00

8 Making Plinth Protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, etc., all complete as directed by the Engineer-in-Charge. 26.00 Sq m #NAME? 0.00

9 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., but excluding the cost of centering, shuttering and finishing, etc., all complete as directed by the Engineer-in-Charge. 2.00 Cu m #NAME? 0.00

10 Providing and laying in position cement concrete for all work up to plinth level including flooring of 1:2:4 (1 cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources), etc., all complete as directed by the Engineer-in-Charge. 3.00 Cu m #NAME? 0.00

11 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 1467.00 Sq m #NAME? 0.00

b) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses, etc., 3075.000 Sq m #NAME? 0.00

c) For Roofs, landings, suspended floors, Slabs supported on walls, roofs, landings, balconies, access platforms, Gutters, decks, etc., at height 3.60m and below. 316.00 Sq m #NAME? 0.00

d) Plinth beams, Lintels, Beams, room beams, beams, girders, bressumers and cantilevers, etc., 64.00 Sq m #NAME? 0.00

e) For Columns, Pillars, Piers, etc., 28.00 Sq m #NAME? 0.00

f) Edges of slabs and breaks in floors and walls under 20cm wide 32.00 R m #NAME? 0.00

g) Edges of slabs and breaks in floors and walls over 20cm wide / Thickness 106.00 Sq m #NAME? 0.00

12 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., 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. 134.013 M T #NAME? 0.00

13 Providing and laying in position ready mixed or site batched M25 Grade with minimum cement content of 350Kgs/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, etc., all complete 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., 1241.00 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., 10.00 Cu m #NAME? 0.00

c) Laying of concrete in or under water and / or liquid mud including cost of pumping or bailing out water and removing slush including laying RCC in or under foul position. 244.00 Cu m #NAME? 0.00

14 Providing and fixing 18mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish, etc., complete at all levels with Granite Stone slab of colour Black, Cherr / Ruby Red and each piece exceeding 0.50Sq m, etc., all complete as per directions of Engineer-in-Charge. 16.00 Sq m #NAME? 0.00

15 Providing and fixing expansion hold Fastener with threaded dia 10 mm each 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 directions of Engineer-in-Charge. 140.00 Each #NAME? 0.00

16 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, walls, etc., all complete as per the architectural drawings and the directions of Engineer-in-Charge. 6.00 Sq m #NAME? 0.00

17 Providing and fixing M.S. grills / Grating of required pattern in frames of windows / Floors / Drain covers, etc., with M.S. flats, square or round bars, etc., including priming coat with approved steel primer, etc., all complete as per directions of Engineer-in-Charge. 30.278 M T #NAME? 0.00

18 Cement concrete pavement with 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size), including finishing complete including compaction, curing, etc., all complete as per directions of Engineer-in-Charge. 1915.00 Cu m #NAME? 0.00

19 Providing and laying flamed finish Granite stone of Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent colour for flooring, ramps in required design and patterns, for ramps, flooring and steps including treads & risers in linear as well as curvilinear portions of the building, etc., all complete as per the architectural drawings with 18mm thick stone slab over 20mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing, round nosing, etc., all complete as specified and as directed by the Engineer-in-Charge. 4.70 Sq m #NAME? 0.00

20 Providing and laying Double Charged vitrified floor tiles polished finish size of tile Size of [600 X 600]mm or nearest available size in floors over a screed of cement mortar (1:4) 20mm thick for Paper Joint (Thickness to be specified by the manufacturer) with water absorption less than 0.08% and confirming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 ( 1 cement: 4 course sand), including grouting the joints with grey cement slurry @ 3.30Kgs/Sq m including grouting the joints with white cement and matching pigments, etc., all, complete as directed by the Engineer-in-Charge. 18.00 Sq m #NAME? 0.00

21 Providing and laying Vitrified tiles in Skirting over a screed of cement mortar (1:3) -Size of Tile [600 x 600]mm or nearest size available (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.30Kgs/Sq m including grouting the joint with white cement & matching pigments, etc., all complete as directed by the Engineer-in-Charge. 4.00 Sq m #NAME? 0.00

22 Providing, fixing, testing and commissioning single socketed pipes of 110mm dia, on wall face / in floors unplasticised Rigid PVC rain water pipes of 6Kgs/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 / floors, connecting to existing lines, etc., all complete as directed by the Engineer-in-Charge. 60.00 R m #NAME? 0.00

23 Providing, applying and laying 12mm thick cement plaster work in for internal/ External areas of Ceilings, Chajjas etc in CM (1:4) including forming grooves not exceeding 10mm wide and not exceeding 10mm deep as per requirement as directed including preparation of surface by hacking, etc., at all levels with necesary materials, labour, scaffoldings, curing, tools and tackles, plants, etc., threading if any as directed, etc., all complete as directed by the Engineer-in-Charge. 20.00 Sq m #NAME? 0.00

24 Providing, applying and laying cement mortar (1:6) plastering 15mm thick on brick / solid blocks / concrete surfaces, finished even and smooth with trowel for Internal / External walls, etc., including supply and fixing of hexagonal chicken mesh minimum 150mm wide having opening [20 x 20]mm of 26 gauge at juncitons of concrete & brick work or between different material, including making grooves as per the requirement not exceeding 10mm width and not exceeding 10mm deep with necesary materials, labour, scaffolding, curing, tools and tackles, etc., at all heights, all complete as directed by the Engineer-in-Charge. 16.00 Sq m #NAME? 0.00

25 Providing, applying and laying 18mm thick cement plaster work in two coats for external areas as directed. First coat 12mm thick in cement mortar (1:5) made rough to recieve top coat, second coat 6mm thick in cement mortar (1:6), final surface finished with a floating coat of neat cement after necessary preparation of surface, at all levels including supply and fixing of hexagonal chicken mesh minimum 150mm wide having opening [20 x 20]mm of 26 gauge at juncitons of concrete & brick work or between different material, with necesary materials, labour, scaffoldings, curing, tools and tackles, plants, etc., threading if any as directed, etc., all complete as directed by the Engineer-in-Charge. 114.00 Sq m #NAME? 0.00

26 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. 228.00 Sq m #NAME? 0.00

27 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 and texture, shade, tint, manufacture & pattern at all levels including non-reflective paint whereever required, etc., 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 suitable thickness 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. 72.00 Sq m #NAME? 0.00

28 Painting with synthetic enamel paint of approved colour, shade, brand and manufacture of required colour to give an even shade over structural steel members which are already primed: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture, etc., all complete as directed by the Engineer-in-Charge. 201.00 Sq m #NAME? 0.00

29 Demolition of RCC work Manually / by Mechnical means including Stacking of Steel Bars and disposal of unserveasiable materail, etc., all complete as directed by the Engineer-in-Charge. 45.00 Cu m #NAME? 0.00

30 Dismantling dressed stone work work built in Cement Mortar including concrete bands including cleaning and cleaning the stones and properly stacking the same within a lead of 50m, etc., all complete as directed by the Engineer-in-Charge. 8.00 Cu m #NAME? 0.00

31 Supplying and Stacking at site good Earth along with levelling and neatly dressing of soil completely in suitable layers to requisite level and camber, etc., all complete as directed by the Engineer-in-Charge. 7103.00 Cu m #NAME? 0.00

32 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete, etc., as per direction of Engineer in-Charge. (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 50.00 Cu m #NAME? 0.00

33 Supplying, 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, etc., all complete as per specifications and directions of Engineer-in-Charge. 2049.00 Cu m #NAME? 0.00

34 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking, etc., of required strength, thickness & size / shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with Cement Mortar to ensure no loss of sand bed and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, etc., complete all as per direction of Engineer-in-Charge. Complete: With 60mm thick cement concrete paver block of M35 grade with approved colour, design & pattern. 6210.00 Sq m #NAME? 0.00

35 Providing, fabricating and fixing aluminium work for partitions, Curtain wall frames, ventilators (Min. thickness of powder coating 50 microns) made up of aluminium extruded sections, windows, etc., The sections to conforming to designaton 63400 of IS 1285 and of approved make, a) Sliding Window Frame: Top and side sections of the frames to accomodate the shutter section. b) 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, c) Shutters are to be provided with galss of approved size for two shutters and stainless steel fly proof mesh for one shutter fixed with good quality tapered aluminium interlocking screwless snap on type glazing clip not less than 0.90mm thick. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, etc., all complete as per architectural drawings and the directions of Engineer-in-Charge. (Glazing, Panelling ,fly proof mesh will be paid seperately). 168.00 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 12.50Kg/Sq m) along with EPDM rubber / neoprene gasket, etc., all complete as per the architectural drawings and the directions of Engineer-in-Charge. 12.00 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, etc., all complete as per the architectural drawings and the directions of Engineer-in-Charge. 100.00 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 65 mm including preparation of surface as required for treatment of roofs, (a) Applying a slurry coat of neat cement using 2.75 kg/Sq m of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-Charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-Charge over 20mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-Charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75Kgs/Sq m of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-Charge. 20.00 Sq m #NAME? 0.00

(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. (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, filling, spreading & levelling stone boulders of size range from 5cm to 20cm in the required thickness for all leads & lifts, etc., all complete as directed by Engineer-in-Charge. 84.00 Cu m #NAME? 0.00

40 Providing and laying factory made Precast concrete solid blocks built in CM (1:6) and of 200mm thickness of grade M10 made of Normal resources / C & D Waste from approved manufacturer in superstructure above plinth level up to floor V level, etc., all complete as directed by the Engineer-in-Charge. 6.00 Cu m #NAME? 0.00

41 Rolling and Compacting the existing subgrade by using 8-12 Tonne Three wheel Viromax Power Roller including well watering, etc., all complete as directed by the Engineer-in-Charge. 26000.00 Sq m #NAME? 0.00

42 Supplying and fixing of Pre-moulded Joint filler (bitumen impregranted fibre board confirming to IS: 1838 ), 25mm thick for Expansion Joint, etc., all complete as directed by the Engineer-in-Charge. 2.00 Sq m #NAME? 0.00

43 Supplying and fixing of 6mm thick toughend glass for fixing in fixed windows and partitions and doors, etc., all complete as directed by the Engineer-in-Charge. 6.00 Sq m #NAME? 0.00

44 Designing, Fabricating and fixing of Four Wheeler and Two Wheeler Parking as per the Tentative Deisgn Provided in the drawing as balanced Cantilever and Cantilever. The loading and forces needs to be submitted by the agency for Sufficinecy by HAL. The Structural memebrs (Primary and Secondary) shall be cleared by HAL then only the Fabrication work shall Commence. 3759.00 Sq m #NAME? 0.00

Steel Part: Supplying, Providing, Fabricating, Assembling, hoisting,erecting and placing in position MS Built-up section / Tubular Structure ( MS built-up section :-Rolled section & plates confirming to IS 2062 Grade Yst 210 ,Tubular Structure:- made from Steel hollow sections, from SAIL / RINL / TATA / JINDAL / Apollo confirming to IS 1161/4923, Min Grade Yst 210, thickness up to 10mm / as required) in the profile shape as per drawings with special plate connector, pinion joints, Plates, hollow sections with special plate connectors, pinion joints, plates, hollow sections with cleaning the surface and paint applying as per HAL requirement and including preparation of detailed fabrication and erection drawings of Structural steel work from design drawings which are cleared by Engineer-in-Charge and incorporation of Engineer-in-Charge's comments on same, transportation from fabrication yard, cutting, threading, machining, leads and lifts up to all heights, tools and plants and necessary scaffolding, etc., required for all operations involved to make structure of Tensile. The rate include for Anchor Bolts of garde 8.8 including base plate, etc all complete. Membrane shade: The tubular structure system with plate connector etc. is to be provided. #NAME?

Fabric Part: Providing, fabricating, assembling and erection of (Serge Ferrari Make) composite roofing sheet made of woven high tenacity polyester yarn count of 1100 dtex, coated both sides with PVDF lacquer with the front side provided with suitable primer, low-wick, protected against microbial and fungal attack, UVprotected. Roofing sheet would have weight of min 750 gram per square meter. The roofing sheet manufacturer must offer ten years, contractual warranty on the sheet warrantying the usability and the durability of the sheet for the roofing structure provided that the sheet has been designed and installed with an initial safety coefficient of minimum four (4). The Roofing sheet must also be fire retardant with Euro class B-s2, d0 as per EN 13501 norms. The roofing sheet will be manufactured according to the requirements of the European Tons Sq.mt 70.80 3759 1,27,000.00 3660 89,91,600.00 1,37,57,940.00 www.csquaretensile.com Page 6 REACH regulations (Registration, Evaluation and Authorization of Chemicals). This work shall be including raw material, patterning, forming will be done on (ixCube latest and licenced version), cutting, welding, fixing and installation with, hardware, mild steel stud patti, galvanized corner plate, etc., including lifts up to all heights, tools and plants, and necessary scaffolding as required for all operations. Patterning should be as per the standard warp direction of the membrane. Pre-stress. Along with steel frames with all fittings and fixtures such as Galvanized MS Membrane / End Plate, Shackles, Rigging Screws, Minimum each welding stroke should be width of minimum of 60mm and minimum in length to be 500mmwith 20 KVA HF welding machine with welding capacity of 30000Sq mm on each welding. #NAME?

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

Part 'II' - Electrical Works

1 Supply & laying in the already excavated cable trench/cable tray/fixing on wall/duct wall with necessary M.S clamps / encasing in pipes etc., testing & commissioning of following size XLPE insulated Aluminium (Al) /Copper (cu) conductor 1.1 KV grade confirming to IS: 7098 ( part-I)/1998 with upto date amendment earthed Armoured (Arm)/un Armoured (un Arm) U.G cables and as per technical specification including stacking at site, proper storage complete etc. as required. (Note:- Excavation, sand & Brick Protection, concrete cutting, reconcreting, casing pipes will be measured separately.)

a) Supply & drawing/laying of 3Cx2.5 sqmm 1.1 KV gr. PVC/XLPE insulated armoured copper conductor LT UG cable in the existing HDPE pipe/ trench including testing and commissioning of same for parking light fixtures and street light fixtures complete in all respects and as directed by OIC/EIC. Note: Scope includes termination of these cable at 5nos of street light pole using necessary lugs/terminals as per requirement for which no separate payment will be made. 1300.00 Mtrs #NAME? 0.00

b) Supply, drawing of 3Cx1.5 sqmm 1.1 KV gr. PVC insulated unarmoured copper Cable for interconnecting from parking junction boxes to parking light fixtures and from street light junction box to street light fixtures including both end terminations complete in all respects and as directed by OIC/EIC. 200.00 Mtrs #NAME? 0.00

2 Supply and connecting indoor type cable end joints for 3Cx2.5Sq.mm 1.1 KV gr. PVC /XLPE insulated Copper(Cu) conductor armoured (Arm) LT UG cables by employing necessary glands, terminals(Al/Cu), bolts & nuts etc., complete in all respects and as detailed below: 266.00 Nos #NAME? 0.00

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

a) 4C X 16 Sqmm Aluminium armoured conductor. 200.00 Mtrs #NAME? 0.00

b) 3.5C X 25 Sqmm Aluminium armoured conductor. 120.00 Mtrs #NAME? 0.00

4 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) Supply of 3.5 CX 25 Sqmm Aluminium armoured conductor 2.00 Nos #NAME? 0.00

b) Supply of 4CX 16 Sqmm Aluminium armoured conductor 6.00 Nos #NAME? 0.00

a) Supply, providing and Fixing Cast Iron Pipe earth station confirming to IS 3043 complete with 2750mm long, 100 mm Inner Dia(ID),13mm thickness CI Pipe, with 2 part clamp made out of G I flat 50 x 6 mm continuously welded around the pipe using cast iron welding electrodes as per drawing. The cost also includes excavation for earth pit, providing & laying homogenous mixture of charcoal lumps, salt & sand all around the pipe as per specification, supplying and fixing of RCC Collar of size 450 mm dia, 450 mm height and 50 mm thick over Cement concrete base of minimum size 150mm width & 100mm thick all around below collar shall be provided using 1:2:6 CC after necessary excavation, refilling of soil, consolidating, ramming, leveling of soil etc., supplying & fixing the label board(MS Plate of size 300mmx200mmX2mm) welding to the electrode complete as per specification, std drawing, instructions of EIC. 3.00 Sets #NAME? 0.00

b) Supplying & laying 25 mm X 5 mm GI strip at 0.50 meter 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. 50.00 Mtrs #NAME? 0.00

6 TIMER PANEL 1.00 Set #NAME? 0.00

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

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

b) 1No- 32A 415 V gr.10KA 4P MCB with overload and short circuit protection.

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

d) 10Nos, 6-32A, 230V Gr, 10KA SP MCB with overload and shortcircuit protection.

7 Supply and fixing on existing wall/ceiling/frame work, testing & commissioning of surface mounting, water proof industrial luminaire with polycarbonate housing and diffuser suitable for 1X18W/20W T8 LED Tube light (four feet) Luminaries with minimum lumens output of 1600 lumens, 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-charge. The LED tube & batten shall be of Crompton IPFC121LT8 /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. 90.00 Nos #NAME? 0.00

8 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-charge. 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. 2.00 Nos #NAME? 0.00

9 Supply & fixing on the building/Car parking shed at a height of 4-8mtr approx., fixing of same on existing GI pipe with necessary fixing hardwares etc., to fix on building/car parking shed and testing & commissioning of Street/building light LED light fixture of wattage not exceeding 45 watts and Efficacy > 110/120 lm/W with 10KV SPD with necessary interconnections consisting of pressure die cast aluminium housing, optical cover made out of heat resistance toughened clear glass / polycarbonate with IP66, luminous, 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. The LED Light fixture shall be of Crompton model no:TRP-409-45-57-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 complete in all respect and as directed by Engineer-in-charge. Note: GI pipe for fixing of light fixtures will be measured separately at BOQ Sl.No.29 41.00 Nos #NAME? 0.00

10 Supply and laying of 50mm 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. 250.00 Mtrs #NAME? 0.00

11 Supply and laying of 32mm 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. 325.00 Mtrs #NAME? 0.00

12 Supply, providing and Fixing of 1 Mtr length 40mm dia Class B GI Pipe at a depth of 1 meter on the soil connected to existing street light poles through 6 SWG dia G.I. wire for Earthing.Note: GI wire will be measured separately at BOQ Sl.No.5.c 5.00 Nos #NAME? 0.00

13 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. 80.00 Cu.Mtrs #NAME? 0.00

14 Concrete cutting/Chipping/Bitumen Road the existing 1:2:4 cement concrete road /pavements / flooring / rock/stone etc., including removing debris from the work site and depositing in the place as directed by EIC. 1.00 Cu.Mtr #NAME? 0.00

15 Re-concreting the cut portion/closing the dummy cable duct at same area with 1:2:4 cement concrete by employing 20mm graded aggregate granite to smooth finish including curing and form work if any complete in all respects and as directed. 1.00 Cu.Mtr #NAME? 0.00

16 Supply & fixing on existing MS hook 1200mm sweep,Five star rated with brushless direct current motor(BLDC) Ceiling fans complete with blades, down rods, and accessories, 230V single phase 50Hz AC supply. Minimum air delivery 210cu.m/min with service value 6.00 BEE , erected in position with necessary flexible copper leads of required colour and with canopy, down rod 300mm to 600mm length as per site requirement , necessary rubber bushings, clamps nuts,bolts etc., complete in all respects and as directed by Engineer-in-charge. 2.00 Nos #NAME? 0.00

17 Lighting Point wiring

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, 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. 4.00 Pts #NAME? 0.00

18 Supplying and fixing following suitable size GI/PVC Box with modular plate and cover on front on surface or in recess, including providing and fixing 3 pin 5/6A modular socket outlet and 5/6 A modular switch, connections etc., as required. 2.00 Nos #NAME? 0.00

19 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 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

b) 2 x 4 sq. mm + 1 x 4 sq. mm earth wire(For 6A & 16A Sockets) 10.00 Mtrs #NAME? 0.00

20 Supplying & fixing of 20MM size medium class PVC conduit along with accessories in surface / recess including cutting the wall and making good the same in case of recessed conduit as required. 80.00 Mtrs #NAME? 0.00

21 Supplying & fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connectors but excluding modular plate etc.as required. 2.00 Nos #NAME? 0.00

22 Supply and fixing of weather proof cable junction box with terminals of size 104mm x 104 mm x 70 mm Hensel Cat. No. DK 0402 G or equivalent in Legrand/ Schneider/ Hagar make. These Boxes shall be fixed to parking shed frame works using suitable mouting/fixing arrangement as directed by EIC, with cable entry knock-outs, including rigid support for all components, 4way connector mouted on 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. 71.00 Nos #NAME? 0.00

23 Supply, fixing on existing pole using suitable fixing hardwares and testing & commissioning of Street light LED light fixture of wattage not exceeding 70watts and lumens output not less than 7700lumens with necessary interconnections consisting of pressure die cast aluminum housing with powder coated paint, optical lenses suitable for heat resistance polycarbonate/ PMMA with IP66, operating on single phase 230V 50Hz AC supply, efficient heat sink, colour temperature shall be 5700K+5%, suitable optics for maximizing the spread complete in all respects and as directed by engineer-in-charge. The luminaire shall have specific lens for optical dispersion including control gear and power factor of control gear shall be >0.9. The fitting shall have internal surge protection of 4KV and external surge protection of 10KV. LM 79 certification for luminare & LM80 certificate for LED shall be produced. LED used in the luminaire should be one of approved make as per approved make list of HAL. Make/model of Street light LED fixture: Crompton model no:TRP-409-70-57-SL-GL-NSG or Equivalent model of other approved makes. 5.00 Nos #NAME? 0.00

24 Supply, fixing on existing foundation, installation, testing and commissioning of 7 meter long Octagonal pole of 3mm thickness with 70mm top diameter and 130mm bottom diameter with single arm bracket of 1500mm. The Base plate size should be of 200X200 mm with 12mm thickness. Material of pole sections are hot rolled MS Plate of BS EN 10025 : 2019, Grade S355, IS 2062 : 2011 Grade E350 and for Base plate and foundation bolt as per IS 2062 : 2011, Grade E250 A. Metal protection with hot dip galvanized as per is 4759 : 1996 / IS 2629 : 1985. The foundation bolt size should be of M20X600. The scope includes supply & fixing of heavy duty 32A terminal connectors for loop-in / loop-out arrangement inside pole to terminate cable of size 2runs of 3C x 2.5 sq.mm copper cable and 3Cx1.5Sqmm flexible copper cable. Make:-Bajaj/ Philips/ Wipro/ Lighting Technologies/ Havells/ Crompton Greaves. Note:1-Scope of work includes supply and fixing of Base plate and Foundation J bolts and nuts. 2.Civil works for the Foundation will be measured separately at BOQ Sl.No.25. 5.00 Nos #NAME? 0.00

25 Supply & providing of 1:2:4 cement concrete pedestal for erection of pole of minimum size 500MMX500MMX1400MM (300mm above the ground level) using 8mm &12mm TMT bars, suitable for fixing of J-bolts and base plate of the octagonal pole including supply and embedding of 2 Nos. of 500mm length 32 mm dia HDPE pipe with suitable bends at the ends for encasing incoming and outgoing cables complete in all respects as directed by engineer in charge. Notes: HDPE pipe will be measure separately at BOQ Sl.No.11 5.00 Nos #NAME? 0.00

26 Supplying and fixing of following ways horizontal type three pole and neutral ,sheet steel,MCB distribution board,415V on surface/recess mounting complete with tinned copper bus bar, neutral bus bar , earth bar, din bar interconnections,powder painted including earthing etc.as required.(But without MCB)

a) 4 Way (4+12), Double door MCB DB 2.00 Nos #NAME? 0.00

b) 8 Way (4+24), Double door MCB DB 1.00 No #NAME? 0.00

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

d) 25-32A amps. ratings, 4P MCB, "C" curve, 10 KA breaking capacity. 7.00 Nos #NAME? 0.00

e) 6-32 amps. ratings, SP MCB, "C" curve, 10 KA breaking capacity. 12.00 Nos #NAME? 0.00

27 Supply and fixing of weather proof SMC junction box of Sintex or equivalent in other HAL approved make for encasing 8way horizontal TPN DB. The Box shall be mounted at suitable height on the wall using suitable size MS angle frame work with painting as per EIC, with cable entry knock-outs, including rigid support for all components required fasteners complete in all respects and as directed by Engineer-in-charge. Note: MS -Angle works for the Foundation will be measured separately at BOQ Sl.No.28. 1.00 No #NAME? 0.00

28 Design, Fabrication, Supply and fixing/grouting in wall/ceiling of suitable size MS angle iron supports/ flat/ brackets for Out door SMC box etc as per site requirement and painting the same with two coats of synthetic enamel paint over a coat of zinc chromite primer complete in all respects and as directed by EIC/OIC. 10.00 Kgs #NAME? 0.00

29 providing, laying, testing & commissioning of 'B' class medium duty G.I. pipe confirming to IS 1239 including welding/ bedn to shape for forming bracket fro street light fixture etc., and fixing the pipe on the wall /parking structure with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required. 45.00 Mtrs #NAME? 0.00

Sub-Total of 'II' - Electrical Works (Excluding GST) #NAME? 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-50/25-26

Name of Work: Providing Vehicle Parking Facility for Officers / Employees, CRI, CRE, ISRO Officers, Visitors and GM Office at New ACD Plant, HAL [DC] – [Including Electrical Works].

Estimated Amount in Lakhs.: 1216

Tender Notice Date:(DD/MM/YYYY) 22.08.2025 Can we give in DD/MM/YYYY

Completion Period(In months) 12

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 22.08.2025 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 22.08.2025 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