Construction of Lift for Services Building at FMD HAL Bangalore

Name of the Individual / Firm / Company: * Mandatory

Type of ownership

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

Address for correspondence:

PAN No.:

Goods and Service Tax ID No.

Contact details

Please Enter Contact person Name

Pls Enter Mobile No

Registered Contractor

Related Document to be Uploaded to eProcurement Portal * Category: E= 75 Lakhs - Lessthan= 100Lakhs F= 50Lakhs - Lessthan 75 Lakhs G = 25Lakhs - Lessthan 50 Lakhs H = 10Lakhs - Lessthan 25 Lakhs I = 5Lakhs - Lessthan 10 Lakhs J = 2Lakhs - Lessthan 5 Lakhs K = Lessthan 2Lakhs

I.T Returns for past 03 assessment years

Annual financial turn over during the last 3 years, ending 31st March 2025

TURN OVER IN Rs.

Pls Enter Turn over in Rupees for all the 3 years

ESI & PF Nos with proof

Remarks if any

Bank(s) details: [Copy of ECS and cancelled cheque leaf to be uploaded]

Related Document to be Uploaded to eProcurement Portal (Note Canceled cheque leaf to be uploaded)

Solvency Certificate Details

Pls Enter Details to 'Name of the Bank' , 'Date of Issue','Value in Rs

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.

Type of Work: [ Incase of private works the same shall be supported with TDS certificate]

Please enter Details for Work No 1

Type of Work: [ Incase of private works the same shall be supported with TDS certificate]

Pls Enter Details for Work No II

Type of Work: [ Incase of private works the same shall be supported with TDS certificate]

Pls Enter Details for Work No III

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

Related Document to be Uploaded to eProcurement Portal

Pls Enter Details for Person holding Power of Attorney

DECLARATION I

DECLARATION II

Pls Accept the Delaration II

Specification

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas in all kinds of soft / hard soil for foundations, footings, column pedestals or members as per the drawing, etc., (exceeding 30cm in depth, 1.50m in width as well as 10Sq m on plan) including removal of vegetation and in-equalities, shoring, strutting for protecting the sides of foundation if required, removing slips or falls in excavation, forming steps in sides of deep excavations and their removal or covering up, levelling, ramming the bottom of excavation, getting out and disposal of excavated earth lead upto 50m and lift upto 1.50m with all labour, tools & tackles, plant & machinery, hire & fuel charges, etc.,all complete as directed by Engineer-in-Charge.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas in all kinds of soft / hard soil for foundations, footings, column pedestals or members as per the drawing, etc., (exceeding 30cm in depth, 1.50m in width as well as 10Sq m on plan) including removal of vegetation and in-equalities, shoring, strutting for protecting the sides of foundation if required, removing slips or falls in excavation, forming steps in sides of deep excavations and their removal or covering up, levelling, ramming the bottom of excavation, getting out and disposal of excavated earth lead upto 50m and lift from 1.50m to 3m with all labour, tools & tackles, plant & machinery, hire & fuel charges, etc., all complete as directed by Engineer-in-Charge.

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 20cm thick, watering, breaking / removing clods exceeding 50mm, ramming and consolidation of each deposited layer, etc., with all labour, tools & tackles, plant & machinery, etc., lead upto 50m and for all lifts, etc., all complete as directed by the Engineer-in-Charge.

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

Disposal of moorum / building rubbish / malba / similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, etc., all complete as directed by the Engineer-in-Charge. Note - Item to be applicable in urban areas having directions for restricted hours for movement / plying of load carrying motor vehicle of 3.50Cu m or more.

Supplying, mixing and placing plain cement concrete (1:2:4) (1 Cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate) of required thickness using 20mm nominal size down graded hard stone/granite aggregate in accordance with IS 456 in Cills, fillets, coping,etc upto floor five level, including formwork, mechanical mixing, transporting, vibrating, consolidation, levelling, curing, dewatering if any, all materials, labour, lead & lift, tools, plant & machinery, keeping concrete well wetted during the curing period and protecting it in extreme weather conditions, etc., but excluding the cost of centering, shuttering and finishing, etc., all complete as directed by the Engineer-in-Charge.

Supplying, mixing and placing plain cement concrete (1:4:8) (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate) of required thickness using 40mm down graded hard stone / granite aggregate in accordance with IS 456 in foundations, mass concrete, sub bases and other similar works 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.

Providing and laying in position ready mixed or site batched M25 Grade with minimum cement content of 330 kg/m3 design mix cement concrete for reinforced cement concrete work; using coarseaggregate 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.

All works upto plinth level including necessary openings and packing if any for laying pipes, cables, etc.,

All works above plinth level upto floor V level including necessary openings and packing if any for laying pipes, cables, etc.,

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 / MS sheets with all supports, struts, braces, wedges, scaffolds, bracings, ladders, gangways, dressing with oil including MS 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.

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

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

For Roofs, landings, Slabs supported on walls, roof landings, balconies, access platforms, canopies, decks etc.,

Lintels, Beams, etc.,

For Columns, Pillars, Piers, etc.,

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.

Brick work with common burnt clay FPS (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes, including hoisting and setting in position with cement mortar 1:6 (1 cement : 6 coarse sand) and along with necessary finishing, making or leaving holes & chases and making good, etc., all complete as directed by the Engineer-in-Charge.

Providing and fixing stainless steel (Grade 304) railing 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 including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless bolts, etc., of required size, on the top of the floor or the side of waist slab or to the sides of corridor with suitable arrangement as per approval of Engineer-in-Charge. (For payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners, etc.,)

Providing and laying flamed finish Granite stone of Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent colour flooring in required design and patterns, pathways, flooring, walls, etc., in linear as well as curvilinear portions of the building 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.

Providing and laying Polished Granite stone slab of 18mm thick all colours and texture in required design and pattern for wall lining over 12mm thick bed cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/Sq m including pointing with pigment and white cement all complete including staging / scaffolding, etc., curing, polishing, round nosing, etc., all complete as specified and as directed by the Engineer-in-Charge.

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

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.

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., all complete as directed by the Engineer-in-Charge.

Providing, applying and laying 18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6mm thick cement plaster 1:6 (1 cement : 6 fine sand) & Extra for plastering exterior walls of height more than 10m from ground level for every additional height of 3m or part thereof, etc., all complete as directed by the Engineer-in-Charge.

Painting the exterior walls with tow coats of Premium Acrylic Smooth exterior paint with silicone additives of required shade including preparation of the surfaces, a coat of exterior wall primer and two coats of paint as per manufacturers specification, etc., all complete as directed by the Engineer-in-Charge.

Painting the Interior Walls with two coats of Premium Acrylic Smooth Interior paint with low VOC of required shade including preparation of the surfaces, a coat of primer on wall and ceiling as per manufacturer's specification, etc., all complete as directed by the Engineer-in-Charge.

Providing and applying white cement based putty of average thicknes of 1mm of apporved brand and manufacturer over the plastered surface including prepare the surface even and smooth, etc., all complete as directed by the Engineer-in-Charge.

Demolishing brick work built in cement mortar manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead, etc., all complete as directed by the Engineer-in-Charge.

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts, etc., complete and stacking within 50 metres lead of area beyond 3Sq m, etc., all complete as directed by the Engineer-in-Charge.

Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in Channels, angles, tees and flats, etc., all complete as directed by the Engineer-in-Charge.

Aluminium work for shutters of doors, windows, ventilators 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, etc., all complete as per the architectural drawings and the directions of Engineer-in-Charge.

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

Rupees Seventeen Lakh Twenty Two Thousand Two Hundred Seventy Eight and Eighty Eight Paise Only

Supply, fixing directly to the ceiling/wall testing and commissioning of 10W LED bulkhead light fitting with die cast aluminium body with Poly carbonate front cover, including driver, the driver shall have PF >0.9 and Colour temprature shall be >5600K, IP65 rated THD <20% operating on single phase 230V voltage 50 Hz AC supply with voltage range 140-270V including necessary interconnections between driver and lighting fixtures complete in all respect and as directed by EIC. The lighting fixture may be of CROMPTON : CIS-306-10-57-SL-DP-NBK LED/Equivalent make in other approved makes.

Supplying, installation, Testing & commissioning of 18W LED Recessed/surface Down lighter (Round) SMD type Powder coated die cast /Extruded aluminum body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with driver efficiency >85%, Operating voltage AC 140-270volt, freq 50/60 Hz, operating temp range-15 deg to 40 deg centigrade internal surge protection of 2.5KV with Short & Open circuit protection, THD <10%, P.F≥0.95, IP20, CRI>80, UGR (Unified Glare Rating)<19, Flicker free (flicker should be below 5%), life time (LED, Driver & electrical circuitry), life time of minimum 50000 Burning Hours with, 70% of initial Lumen maintained till life ends, CCT 3000°K/ 4000°K/5700CK/6000°K/6500°K (As per ANSI Bin), SDCM(Standard deviation color Matching)<3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard and trade mark certificate (T.C). Manufactures word mark/name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. Complete in all respect i/c connections with 1.5 sq mm FRLS, 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 from NABL Lab for all testing required for 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 aluminum housing such that LED junction temperature shall not rise above 90C). (As per CPWD Specification).

Lighting Point Wiring

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

Wiring to seven light point controlled by 1 No 6A, 250V gr. flush type modular SP switch complete in all respects.

Supplying and fixing 2 way 5/6 A switch modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. As required.

Supplying and fixing suitable size GI Box with modular plate and cover on front on surface or in recess, including providing and fixing 6 pin 5/6A & 15/16A modular socket outlet and 15/16 A modular switch, connections etc., as required.

Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required .

4 way VTPN MCB DB

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

4P, 63A, 100mA/300mA, RCBO

32A, 415V, 10KA, B/C curve TP MCB

6-32A, 240V, 10KA, B/C curve, SP MCB

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

3 x 2.5 sq. mm

3 x 4 sq. Mm (For 16A power points)

Supply, laying, testing & commissioning of following size Copper LT armoured power cables.

4C X 25 Sqmm Copper armoured conductor LT Cable

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

4C X 25 Sqmm Copper armoured conductor LT Cable

Earthing

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

Supplying & laying 25 mm X 5 mm GI strip at 0.50 metre below ground as strip earth electrode, including connection/terminating with G.I nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of GI nut bolt & spring washer spaced at 50mm)

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.

Excavation for cable trenches in soil, depth upto 1.2 m including dressing of sides lift upto 1.5 m, including getting out the excavated soil, refilling with sand and or good soil after laying of cable/ pipe etc in layers of 20 cm, ramming, watering and disposal of surplus excavated soil as directed, within a lead of 50 metres.

Concrete cutting/Chipping/Bitumen Road the existing 1:2:4 cement concrete road /pavements / flooring / rock/stone/cable duct etc., including removing debris from the work site and taking out the debris out of the division as per applicable government and local body norms, etc., complete in all respects as directed by EIC.

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.

Rupees Two Lakh Seventy Four Thousand Six Hundred Sixteen and Eighty Six Paise Only

Rupees Nineteen Lakh Ninety Six Thousand Eight Hundred Ninety Five and Seventy Four Paise Only

Approximate Amount Put to Tender

Rupees Three Lakh Fifty Nine Thousand Four Hundred Forty One and Twenty Three Paise Only

Rupees Twenty Three Lakh Fifty Six Thousand Three Hundred Thirty Six and Ninety Eight Paise Only