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| 1 | Design supply, install, testing and commissioning of passenger lift (MRL) of capacity340 Kg, 5 persons , speed 1metre/sec, including with single speed motor 415 volts, 3 phase, AC 50 Hz supply conforming to IS-14665, suitable to serve up to 3 floors (G+3 floors) upper floors with DRIVE : VF Regenerative (Closed Loop) full collective operation with/without attendant, centre opening doors with door drive (electric motor driven mechanism), sliding stainless steel doors, automatic rescue device (ARD) system,built in announcing system complete all as specified and directed. |
| 2 | CAPACITY (kgs) : 340 Kg, 5 persons. |
| 3 | SPEED (mps) : 1 |
| 4 | RISE (m) : 12 m |
| 5 | STOPS : 4 Stops With (all opening on the same side) |
| 6 | CONTROLLER TYPE : LVA/ACD |
| 7 | DRIVE : VF Regenerative (Closed Loop) |
| 8 | POWER SUPPLY : 400/415 Volts (3 Phase AC) |
| 9 | OPERATION : Full collective operation |
| 10 | CAR GROUP : One car (simplex) |
| 11 | MACHINE : PM Gearless |
| 12 | TRACTION MEDIA : Flat Coated Steel Belt |
| 13 | CAR FINISH :Rear Mid Panel = Stainless Steel Black Mirror Rear Corner Panels = Stainless Steel #4(Hairline) Side Mid Panels = Stainless Steel #4(Hairline) Side Corner Panels = Stainless Steel #4(Hairline) Front Panels = Stainless Steel #4(Hairline) |
| 14 | FALSE CEILING TYPE CD63 type false ceiling |
| 15 | FALSE CEILING FINISH : Stainless Steel #4(Hairline) |
| 16 | VENTILLATION : Cross flow fan |
| 17 | HAND RAILS : Stainless Steel Mirror Finish Handrails on rear car panels |
| 18 | FLOORING : GRANAMITE flooring, 20mm recess will be provided |
| 19 | CAR DOOR FINISH : Stainless Steel #4(Hairline) |
| 20 | LANDING DOORS FINISH : Stainless Steel #4(Hairline) |
| 21 | FIRE RATED DOORS : Fire rating-120mins |
| 22 | PIT DEPTH : 1350 mm |
| 23 | OVERHEAD 4200 mm |
| 24 | CAR and HOISTWAY DOOR TYPE : Central opening (CO) doors |
| 25 | DOOR OPERATOR : DC Door Operator |
| 26 | COP : FLAT17 COP FOR GEN2 STREAM LITE in Stainless Steel #4(Hairline) |
| 27 | CAR POSITION INDICATOR : Monochrome LCD-Blue Background and White font |
| 28 | HALL FIXTURES : O2000 HALL FIXTURE FACE PLATE : Stainless Steel #4(Hairline) |
| 29 | HALL BUTTON ARRANGEMENT : Pan Type |
| 30 | STANDARD FEATURES : Anti-nuisance Car Call Protection Independent Service (for Duplex only) Overload Device Nudging Emergency Firemen’s Service Emergency Car Light Unit Infrared Curtain Door Protection Door Time Protection Emergency Alarm Button Extra Door Time of Lobby and Parking Door Open/Close Button Manual Rescue Operation Belt Inspection Drive Auto Fan Cut Off |
| 31 | OPTIONS INCLUDED : Automatic Rescue Operation, Car Chime, Voice Synthesizer, Intercom, CCTV Provision |
| 32 | Load testing of the lift shall be carried out by the contractor in the presence of the representative of the Accepting Officer and/or Government-authorised Lift Inspector. The test report shall be submitted to the department for record. The entire cost of testing, including load arrangement and liaison with the inspecting authority, shall be borne by the contractor. |
| 33 | Supply, laying, testing and commissioning LT Cable XLPE insulated, galvanised steel strip armoured,1100 volts grade, multistranded aluminium conductor cable of cross sectional area 50 sqmm; 3.5 core conforming to IS:7098 part-I with latest amendments up to date and making cable connections by providing suitable aluminium lugs with proper crimping and steel glands and laid in trenches / ducts / floors / roofs or through pipes with saddles and fixing screws etc complete all as specified and directed .Note :- 1.(Excavation, Concrete cable protection cover and Clear Sand for cushioning will be measured and paid separately). |
| 34 | Excavation in trenches not exc 1.5 Mtr wide and not exc 1.5 Mtr deep in hard/dense soil getting out and leveling of bottom surface to required level for laying of UG cable complete all as specified and directed |
| 35 | Excavation in trenches not exc 1.5 Mtr wide and not exc 1.5 Mtr deep in soft/disintegrated rock getting out and leveling of bottom surface to required levelfor laying of UG cable complete all as specified and directed |
| 36 | Removing excavated material of soils from site to a distance not exc 50 mtr away and depositing where directed not exc 1.5mtr from the starting point complete all as specified and directed |
| 37 | Returning filling in, including spreading, leveling, watering and well ramming in layers not exc 25cm thick. |
| 38 | Supplying and Laying in trenches Clear Sand for cushioningunder ground cable 8 cm below and 15 cm above complete in level all as specified. (punned thickness of sand will be measured and paid) |
| 39 | Supplying and Layingprecast concrete cable cover, class LV, type 1, flat, size 250mm x 150mm x 40mm in trenches for protect to under ground cable complete all as specified. |
| 40 | Supplying and Fixing GI pipe light grade ISI marked including all fittings on wall or laid on floor as required position of size 40 mm bore all as directed. |
| 41 | Excavation in trenches by cutting of road/concrete/bituminous/PCC hard standing getting out and leveling of bottom surface to required levelfor laying of UG cable/pipe and making good the disturbed surface all as directed. |
| 42 | Material and labour for PCC 1:3:6 type C1 using (20 mm graded stone aggregate ) for making good disturbed road surfaces including necessary use and waste of form work complete all as specified and directed |
| 43 | Supply and fix MCCB 160amps 4 Pole , 25 KA , 50 Hz 415 Volts to be fixed in existing panel board after making addition alteration and making bus bar extension with necessary of suitable size all as specified and directed. |
| 44 | Material and labour for Earthing complete with copper earth plate electrode 600 x 600 x 3.15 mm thick buried directly in ground earth pit not less than 2.25mtr deep below normal ground level with top edge of the plate not less than 1.5 mtr below normal ground level connected to copper strip size 20 x 3 mm thickby mean of nuts/bolts, check nuts and washers of brass as shown in electrical plate No. 5 of SSR part-I including necessary excavation and earth work, GI Pipe 15 mm bore light grade for watering with Funnel, wire mesh and protection to earthing strip shall be provided with GI pipe light grade 32 mm dia up to 7.5 mtr from the earth plate electrode and refilling of soil including adequate quantity of charcoal dust,common salt and bentonite powder 10 kg etc and earth work in any strata, PCC pit chamberin cement mortar 1:3:6 type C-2 with 40 mm thick Precast RCC cover slab 1:2:4 type B with 8 mm dia TMT bar and handle with lifting hooks including testing any type complete all as specified and as directed. |
| 45 | supply and fix copper strip 20 x 3 mm Earth continuity conductor fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc all as specified. all as specified. |
| 46 | Material and labour for Earthing complete with Galvanised earth plate electrode 600 x 600 x 6 mm thick buried directly in ground earth pit not less than 2.25mtr deep below normal ground level with top edge of the plate not less than 1.5 mtr below normal ground level connected to galvanised earth wire 4 mm dia by mean of nuts/bolts, check nuts and washers of brass as shown in electrical plate No. 5 of SSR part-I including necessary excavation and earth work, GI Pipe 15 mm bore light grade for watering with Funnel, wire mesh and protection to earth lead shall be provided with GI pipe light grade 20 mm dia up to 7.5 mtr from the earth plate electrode and refilling of soil including adequate quantity of charcoal dust, common salt and bentonite powder of 10 kg etc and earth work in any strata, PCC pit chamberin cement mortar 1:3:6 type C-2 with 40 mm thick Precast RCC cover slab 1:2:4 type B with 8 mm dia TMT bar and handle with lifting hooks including testing any type complete all as specified and as directed. |
| 47 | Supply, installation, testing and commissioning LT panel board suitable for working on 3 phase, 4 wire, 415 volts, AC, 50Hz Outdoor type, cubicle, floor mounted, free standing, dust and vermin proof, air ventilation, factory fabricated made out of 3.15 mm thick CRCA sheet duly powder coated and shall be CPRI approved and as approved by GE. The Panel shall have front and rear opening, locking arrangement, bus bar chamber and switch gear compartment, hinged door with rubber gasket, bottom cable entry holes for incoming and out going cables, earthing terminals, affix danger notice plate, aluminum bus bar duly covered with heat shrink sleeves colour coded duly fixed on DMC/SMC insulators, aluminum strip connection from bus bar to outgoing MCCBs and copper conductor cable of adequate size for MCBs, housed in a separate bus bar chamber and control wiring adequate size and length, outgoing MCCBs shall have extended bus bar links and Panel mounted on 50x50x5mm size MS angle iron frame duly painted including PCC 1:2:4 Type B1 (using 20 mm graded stone aggregate) in foundation design subject to approval of GE as persite requirement. The minimum height, width and depth of panel is 1000x1000x450 mm respectively, minimum clearance from ground level is 450mm item complete all as specified and directed and comprising of following:- Note:- (i) contractor shall provide CPRI certification of the panel.(ii) All items incorporated in panel is ISI marked or IS specification . |
| 48 | (a) Incoming : MCCB 160 Amps 415 Volts – 01 No(b) Outgoing : MCCB 100 Amps 415 V- 01 NosMCCB 63 Amps 415 Volts – 01 Nos(c) Digital voltmeter, with VSS-01 set, Digital, Ammeter, with CTs and ASS-01 set(d) LED phase indication lamps RYB-01 set(e) Aluminum bus bar of adequate rating -01 setNote : All MCCBs Should be adjustable type. |
| 49 | Material and labour PCC 1:4:8 type D2(using 40mm graded aggregate)as in foundation filling and mass concrete etc. |
| 50 | Material and labour for re-inforced cement concrete Nominal mix Type B-1(1:2:4)using 20mm graded aggregate as in rafts,footings,foundation beam, plinth beams, base of columns, mass concrete etc complete. |
| 51 | Material and labour for Nominal mix type (1:2:4) using 20mm graded aggregatein columns, pillars, post and struts |
| 52 | Demolition of precast cement concrete articles and precast concrete block walling built in cement mortar |
| 53 | Material and labour for PCC 1:3:6 type C-1(20 mm graded aggregate) precast cement concrete block masonry with solid blocks exc 10 cm in width and setting in CM 1:6 etc complete. |
| 54 | Material and labour rendering 15 mm thick in CM 1:4 on concrete surfaces with WPC finished even and smooth without using extra cement .note WPC measured separately, |
| 55 | Material and labour for rendering 10mm in CM (1:6) over concrete wall surfaces finished even and smooth without using extra cement. |
| 56 | Material and labour for MS TMT bars10mm dia and over, cut to length, bend to shape required, including cranking, bending, spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips. |
| 57 | Material and labour for MS TMT bars 5 mm dia and over, up to and including 10 mm dia in stirrups, spaces and binders. |
| 58 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter rough finished surfaces of concrete. |
| 59 | Material and labour for newly plastered surfaces of walls and applying two coats of cement based paint,over a coat of primer complete all as specified and directed. |
| 60 | Material and labour for preparation of newly plastered surfaces of walls and applying two coat of distemper over a coat of primer and 3mm thick wall care putty complete all as specified and directed. |
| 61 | Material and labour hard core of gauge n.exc 63mm, deposited, spread and leveled in layers n.exc 15 cm thick, watered and rammed to a true surface. |
| 62 | Material and labour for 100 mm thick PCC 1:3:6 type C2 (using 40 mm graded stone aggregate) as cement concrete in Sub-base floors, sub-bases floors and pavings etc complete all as specified. |
| 63 | Material and labour for 25 mm thick PCC 1:2:4 type B0 (using 12.5 mm graded stone aggregate) as in floorings, as in sub base of floor tiles in ground floor. complete all as specified |
| 64 | Material and labour for 15 mm thick screed bed in CM 1:4 for laying for tiles . |
| 65 | Material and labour Granite (of any type) tiles 20mm thick machine cut, bedded and jointed with grey cement slurry and pigment with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing complete. |
| 66 | Material and labour Granite (of any type) tiles 20mm thick machine cut, in skirting/ dado laid over cement screed and joint with grey cement slurry and pigment with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing complete. |
| 67 | Supply only integral water proofing compound. |
| 68 | Demolition of existing cement concrete (reinforced) of any type and in any position not otherwise specifically provided for |
| 69 | Taking down chowkats or frames with shutters (without taking off shutters from the frames) area exceeding 1.50 Sqm but not exc 4 Sqm. |
| 70 | Dismantling of stone slabs and tiles of any description or thickness in floors/dadoetc laid bedded and pointed in any mortar |
| 71 | Material and labour for Vitrified Ceramictiles10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, in floors laid over and including 15 mm thick screed in CM 1:6, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of floor complete all as specified and directed |
| 72 | Design supply and installation of lattice type galvanized steel structure with attached connectivity platform to bldg including all material, labour, fabrication, galvanization, inspection, preparation of drawing based on fabrication drawing provided by OEM, proto assembly, submission of proto corrected drawing etc. (Zinc coating 610 gms/ sqm) and steel materials shall conform to IS:2062- Latest revision(Hot rolled Medium and high Tensile structure steel) with Yield stress E250 for mild steel and Yield stress E350for High tensile steel and all other relevant IS codes and Aluminum composite panel should be used to cover the exterior of the fabricated Lift structure complete all as specified and directed Note : (i) The design of the structure shall be as per OEM instruction and specification.(ii) The design shall be vetted by IIT/NIT/IISc before approval of GE |
| 73 | Material and labourfor preventive maintenance of 5 passanger lift installed at ATC Tower for a period of 12 months under DLP (Defect liability period) (first year after completion of Phase - I i.e. Original Work). The lift is a fully automatic electrically operated passenger Lift of 5-person capacity serving G+3 floors, operating at a speed of 1 metre per second, equipped with a single-speed motor and AC Variable Voltage Variable Frequency (VVVF) drive, along with all standard lift accessories. The scope of work includes as below:-Mechanical Components :- (a) Inspection and lubrication of guide rails, guide shoes, door tracks, rollers, machine bearings, counterweight assemblies.(b) Adjustment of brake system, door mechanisms, gear coupling alignment.(c) Cleaning of machine room, motor frame, control enclosure, car top, pit.(d) Checking hoisting rope tension, counterweight shoes, car frame, overspeed governor.(e) The contractor shall ensure uninterrupted functionality and safety of the lift throughout the maintenance period without any extra cost to the Government. (g) Annual Load Test of Lift by Government-Authorized Lift Inspector including certificates, liaison, test arrangement, and rectification of remarks |
| 74 | Electrical Components- Tightening of control panel terminals, wiring, relays, contactors.- Testing motor control circuits, safety circuits, brake coil voltage, ARD.- Testing COP, landing buttons, door locks, limit switches.Safety Systems- Testing emergency stop, alarm bell, intercom, fireman switch.- Checking buffer alignment, overload sensors.Minor Consumables Included- Lubricating oil/grease, fuses up to 32A, door stoppers, indicator bulbs, minor wiring repairs.Maintenance Schedule:Monthly: Lubrication, door operation check, safety circuit test, cleaning, rope inspection, levelingcheck.Quarterly: Panel servicing, brake adjustment, pit cleaning, governor check, door motor testing.Note (special condition):- (a)The contractor shall submit a copy of the OEM-certified AMC agreement to the GE before commencement of work.(b)All consumables items used during the period of preventive maintenance shall be provided by the contractor at free of cost, and the same shall be deemed included in the quoted rate. (c) The contractor shall furnish a detailed monthly maintenance and performance report to the department without fail. |
| 75 | All as per item No.41 Above but for a period of 12 months under DLP (Defect liability period) (Second year after completion of Phase - I i.e. Original Work) |
| 76 | Comprehensive maintenance, repair, servicing, and breakdown attendance of the fully automatic electrically operated lift installed at the ATC Tower for a period of 12 months (first year after expiry of the defect liability period). The lift is a fully automatic Passenger/passenger Lift of 5-person capacity serving G+3 floors, operating at a speed of 1 metre per second, equipped with a single-speed motor and AC Variable Voltage Variable Frequency (VVVF) drive, along with all standard lift accessories. The scope of work includes as below:- (a) Daily checks and routine operational inspections. (b) Scheduled preventive maintenance at daily, weekly, monthly, quarterly, half-yearly, and yearly intervals. (c) Cleaning, lubrication, and adjustment of controller, motor, machine, guide rails, bearings, and door operating mechanisms. (d) Maintenance of automatic/digital control systems, door drive units, sensor/sliding doors, and all safety devices. (e) Replacement of lubricants, consumables, and all required spares, as directed, at no additional cost to the department. (f) Immediate attendance to faults and emergencies to ensure round-the-clock (24 × 7 × 365 days) serviceability of the lift.(g) Annual Load Test of Lift by Government-Authorized Lift Inspector including certificates, liaison, test arrangement, and rectification of remarks (h) The contractor shall ensure uninterrupted functionality and safety of the lift throughout the maintenance period without any extra cost to the Government. |
| 77 | Note (special condition):- (a) A Platinum-Level Comprehensive Maintenance Agreement shall be executed with the OEM. (b) All major worn-out/defective parts, assemblies, and components shall be supplied and replaced by the contractor free of cost, and the same shall be deemed included in the quoted rate. (c) The contractor shall submit a copy of the OEM-certified AMC agreement to the GE before commencement of work. (d) The contractor shall furnish a detailed monthly maintenance and performance report to the department without fail. |
| 78 | All as per item No.43 Above but for a period of 12 months (second year after expiry of the defect liability period) |
| 79 | All as per item No.43 Above but for a period of 12 months (third year after expiry of the defect liability period) |
