Providing shelter for storing Raw materials CC road near stores and minor civil works at various locations inside Foundry and Forge Division HAL BC

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I.T Returns for past 03 assessment years

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Experience of having successfully completed similar works during last 7 years ending on the previous day of submission of tender [Work experience certificate may be uploaded] (i) THREE similar completed works each costing not less than the amount equal to 40% of the estimated cost. (ii) TWO similar completed works each costing not less than the amount equal to 50% of the estimated cost. (iii) ONE similar completed work each costing not less than the amount equal to 80% of Amount put to the tender.

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DECLARATION I

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Specification

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, in all kinds of soil etc, all complete as per directions of Engineer-in-charge.

Taking out doors, windows and clerestory window shutters (steel or wood) of area 3 Sqm and below including stacking within 50 metres lead etc, all complete as per directions of Engineer-in-charge.

Demolishing cement concrete of nominal concrete 1:3:6 or richer mix (including equivalent design mix) manually/ by mechanical means including disposal of material within 50 metres lead etc, all complete as per directions of Engineer-in-charge.

Dismantling 15 to 40 mm dia G.I./cpvc pipe including stacking of dismantled pipes (within 50 metres lead) including making temporary arrangements for continuing ongoing services to toilets etc, all complete as per directions of Engineer-in-charge.

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead etc, all complete as per directions of Engineer-in-charge.

Taking down cement / lime palstering of any desription on brick walls inlcuding raking out joints, scrubbing etc., all complete as directed by Engineer-In-Charge

15 mm cement plaster 1:4 (cement:fine sand) on the rough side of single or half brick wall of mix etc, all complete as per directions of Engineer-in-charge.

Repair to plaster of thickness 12mm to 20 mm in patches of area lesser than 2.5 sqm including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, without causing hindrance /protecting the existing floor finish work etc, all complete as per directions of Engineer-in-charge.

Dismantling tile work of thickness 10 mm to 25 mm in floors and roofs laid in cement mortar including stacking material within 50 metres lead etc, all complete as per directions of Engineer-in-charge.

Providing and fixing ceramic glazed wall tiles (Light/dark shade) conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, colours, shades over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, and pointing in white cement mixed with pigment of matching shade of any size etc, all complete as per directions of Engineer-in-charge.

Providing and laying ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in approved colours, shades, laid on 20 mm thick bed of cement mortar1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including dismantling of existing tiles and stacking material within 50 mtr lead. and pointing the joints with white cement and matching pigments etc, all complete as per directions of Engineer-in-charge.

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut granite stone slab of colour black, cherry/Ruby red of area of slab over 0.5 Sqm for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm 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 to edges to give high gloss finish etc. complete at all levels etc, all complete as per directions of Engineer-in-charge..

Providing and fixing stainless steel A ISI 304 (18/8) kitchen sink with drain board 510 mm x 1040 mm bowl depth 178 mm as per IS 13983 with CI brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the wall where ever required etc, all complete as per directions of Engineer-in-charge..

Providing edge moulding to 18 mm thick granite work, including machine polishing to edge to give high gloss finish etc. complete as per design etc, all complete as per directions of Engineer-in-charge.

Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc, all complete as per directions of Engineer-in-charge.

Providing and fixing beveled edge mirror of size 600x450mm of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete etc, all complete as per directions of Engineer-in-charge.

Providing and fixing 20mm dia chromium plated brass curtain rod /Towel rail of 600mm long having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary etc, all complete as per directions of Engineer-in-charge.

Providing, fixing, testing and commissioning floor trap hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905, of approved make with 100 mm inlet and 75 mm outlet of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors , connection with PVC soil / waste pipe, necessary required cement concrete (1:2:4) for embedding the trap, etc.,all complete as directed by the Engineer-in-Charge.

Providing and fixing 15mm nominal bore dia C.P. brass bib cock of approved quality conforming to IS:8931, etc, all complete as per directions of Engineer-in-charge.

Providing and fixing 15mm nominal bore C.P. brass stop cock (concealed) of standard design and of approved make etc, all complete as per directions of Engineer-in-charge.

Supplying and fixing of PVC connector 15mm size of length 450 mm etc. etc, all complete as per directions of Engineer-in-charge.

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

Providing and finishing old walls in two or more coats with Premium Acrylic Smooth exterior paint with Silicone additives of approved brand of required shade @ 1.43 ltr/ 10 sqm over existing cement paint surface after Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc, all complete as per directions of Engineer-in-charge.

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

Providing and fixing bright finished brass 125x85x5.5 mm (heavy type) butt hinges with necessary screws etc, all complete as per directions of Engineer-in-charge.

Providing and fixing bright finished brass tower bolts of 200x10mm (barrel type) with necessary screws etc, all complete as per directions of Engineer-in-charge.

Providing and fixing 15 mm Concealed Chlorinated Polyvinyl Chloride (CPVC) pipes of approved brand, having thermal stability for hot & cold water supply on concealed work, including cutting chases and making good the walls etc., CPVC plain & brass threaded fittings, fixing the pipe with clamps at 1.00 m spacing, necessary reducers, unions, collars, bends, tank adaptors etc. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints and making good the walls etc, all complete as per directions of Engineer-in-charge.

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

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

Providing and fixing to existing door frames. 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856 etc, all complete as per directions of Engineer-in-charge.

Supply and laying Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level in all floors level in all shapes and sizes in 1:6 Cement mortar including curing etc as per drawing etc, all complete as per directions of Engineer-in-charge.

Providing and laying in position ready mixed or site batched design mix cement concrete of M20 grade with minimum cement content of 270 kg /cum above plinth level for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard settingof concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement contentin design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement etc, all complete as per directions of Engineer-in-charge.

Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer etc, all complete as per directions of Engineer-in-charge.

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade. Two or more coats on new work over an under coat of suitable shade with ordinary paint /primer of approved brand and manufacture etc, all complete as per directions of Engineer-in-charge.

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

Providing and fixing PTMT soap Dish Holder having length of 138mm,breadth 102mm, height of 75mm with concealed fitting arrangements,weighing not less than 106 gms(or nearest availabe size and weight) etc, all complete as per directions of Engineer-in-charge.

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

Providing and fixing 15 mm dia C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms etc, all complete as per directions of Engineer-in-charge.

Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required etc, all complete as per directions of Engineer-in-charge.

Providing and fixing precoated galvanised steel sheet plain ridge 500 to 600 mm of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws etc, all complete as per directions of Engineer-in-charge.

Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m etc, all complete as per directions of Engineer-in-charge.

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 etc, all complete as per directions of Engineer-in-charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources curing etc, all complete as per directions of Engineer-in-charge.

Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20 mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10 mm wide filled with same mortar including ruled pointing etc, all complete as per directions of Engineer-in-charge.

Providing and laying factory made chamfered edge 80 mm thick cement concrete paver blocks of M-35 grade with approved colour design and pattern 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 50 mm 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand etc, all complete as per directions of Engineer-in-charge.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavate d soil and disposal of surplus excavated soil as directed, within a lead of 50, All kinds of soil etc, all complete as per directions of Engineer-in-charge.

Centering and shuttering including strutting, propping etc. and removal of form for the following, etc, all complete as per directions of Engineer-in-charge.

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Foundations, footings, bases of columns, etc. for mass concrete

Providing and fixing wall hung half pedestal vitreous china wash basin size of approx size 630x450 mm fixed with with C.I. brackets/rack bolts , single 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste coupling of standard pattern,P.V.C. waste pipe with waste fittings of 40mm dia and make it function of approved brand/make, including dismanteling of existing wash basin,painting of fittings and brackets, cutting and making good the walls wherever required etc, all complete as per directions of Engineer-in-charge.

Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal sizederived from natural sources) excluding the cost of centering and shuttering for all work up to plinth level etc, all complete as per directions of Engineer-in-charge.

Providing and fixing at or near ground level precast cement concrete 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete etc, all complete as per directions of Engineer-in-charge..

Painting runway/taxi track/apron/roads marking (New work) (Two or more coats) with adequate nos of coats to give uniform finish with road marking paint of superior make with suitable colour as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete etc, all complete as per directions of Engineer-in-charge.

Steel reinforcement using thermo-mechanically treated bars of grade Fe-500D or more for R.C.C. work including straightening, cutting, bending, placing in position and binding at all level etc, all complete as per directions of Engineer-in-charge.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.

Fixing door chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground etc, all complete as per directions of Engineer-in-charge.

Flush/ Ruled pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) etc, all complete as per directions of Engineer-in-charge.

Hiring of JCB. The JCB shall be provided with driver in good working condition including cost of fuel, driver's bata, safety equipments, miscellaneous charges, all taxes and any other charges as applicable including GST, etc, all complete as per directions of Engineer-in-charge.

Providing and fixing CPVC gate valve of approved quality / brand/ ISI etc, all complete as per directions of Engineer-in-charge.

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

Rupees Twenty Nine Lakh Sixty Nine Thousand Five Hundred Eighteen and Forty Nine Paise Only

Approximate Amount Put to Tender

Rupees Five Lakh Thirty Four Thousand Five Hundred Thirteen and Thirty Two Paise Only

Rupees Thirty Five Lakh Four Thousand Thirty One and Eighty Two Paise Only