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| 1 | Design supply, installation testing & commissioningHydraulic automatic passenger lift capacity 408 Kg electrially operated motor 16HP/12KWHyadraulic piston & power pack type driveon 415 Volt, 50 Hz 3 phase supply . The followingtechnical comprising with specificationare as under :- (a) Speed : 0.50 m/sec (b) Travel : 3500 mm approx i.e height of ground floor (c) No of floor : G +1 (d)Stop & Opening : 02 stops & 02 Openings (e) Power Supply : 415 Volts, 3 phase AC 50 Hz (f) Control : Micro Processor Based (g) Operation : Automatic i.e.Simplex Collective/Selective.(h) Type of Machine/ Drive : Hydraulic Piston & Power pack(j) Hoist way : 1900 mmwide x 1700mm deep clear inside available structure outside will be 2150mm wide x 1950mm deep before cladding (k) Car Size : 1300mm wide x 1100mm deep x 2200mm with Hydraulic system at rear in shaft (l)Car Enclosure : Standard manufacturing withMS sheetplate form & Stainless steel 304 grade and combination of hair line finish, paneling of 1.2mm thick, blower fan at rear, hand rails and decorative false ceiling made of stainless steel 1.2 mm thick thick , fitted with raw of small LED lamps and flooring pre polished 18mm thick Granite (m)Car door : Centre Opening door,VVVF controlled with stainless steel hair line, 1.2mm thick and landing doors : Centre Opening door with stainless steel hairline 1.2 mm thick (n)Door Opening :900 x 2000 mmclear Opening.(o) Vision panel : Full glassVision Panel (p) Auto Door Sensor: Infra Red Sensor (q)Guide : Machined Tee for Car 89 x 62x 16 mm for car (r)Safety Device : Automatic Rescue Devicesin case of power failure, by hydraulic self release de-locking door and rescue the stuck up passenger |
| 2 | (s) Signals : Combined luminius hall buttons with LED hall position indicators, LED car positionindicator in car, Car operatingpanels with luminius touch button, battery operated alarm bell and emergency light alongwith suitable recharable battery, overload warning feature in car(t) floors : G+1(same side entry at all floors) (u) Suspension ropes : 04 Nos 08 mm (v) door entrance size : 900 (W) x 2000(H) mm centre opening automatic operation (w) COP and LOP as per suitable. Size of car chamber : (a) 1470 mm car outside width (b) 1400 Car inside width (c) 900 mm clear opening (d) 1100 car inside depth and 1170 car platform depthincluding pit of RCC as per requirement for liftwith all connected accessories complete all as specified and directed by Engr-in-Charge. |
| 3 | M&L for design and fabrication of structural element of levitator and vetting before execution with MS structural made from 125 mm MS pipe x 5 mm thick or as per vetted design including details as given in Sch A Notes and PS. The following technical specification are as under :- (a) 1950 mm structure outside depth (b) 1700 mm structure inside depth (c)2250 structure outside width (d)2000 mm structure inside width (e)MS box 125 x 125 mm vertical to be fixed at every floor door frame support and MSPC box column 125 x 125 mm to be fixed at all 4 corners or as per vetted design complete with all accessories and as directed by Engineer-in-Charge. Notes- Rate shall also be inclusive of pit foundation made of RCC M-25 (min) or as per approved design. |
| 4 | M&L for clading shaft withAluminium Bond sheet 04 mm thick with aluminium pipe 50 x 25 x 3 mm thick as required complete all as specified and directed please. |
| 5 | Material and labour for replacement of Earthing completely using Bonded Rod of diameter more than 15mm and length of 10 feet below ground level. The material shall be of low carbon high tensile copper bonded rods with 99.9% of copper on the surface pit shall be filled with highly conductive and eco friendly ground enhancing compound as per IEC 62561-7 shall be not less than 30Kg per pit & PCC 1:3:6 Earth Pit chamber of size 310mmx300x1700mm(WxLxH) with Cast iron cover including earth plate have details like resitance lead connected to all as specified and directed by Engineer-in-charge. |
| 6 | Supply and fixing in repair Earthcontinuitycontactor or main earthing lead of size 25 x 4 mm fixed to wall using insulated earth strip at every 2 feet distance earthing strip shouldbe fixed from1st floorto groundfloor and necessarytermination withnuts and bolts all specified anddirected by Engr-in-Charge. |
| 7 | Supply, lying, testing XLPE insulated screened, PVC inner sheathed galvanised steel strip or wire, armoured, heavy duty LT UG electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 25 Sqmm x 4 core including taking down existing cable complete all as specified. |
| 8 | Excavating in trenches not exc 1.5 mtr wide and not exc 1.5 mtr in depth for laying of cables etc. in any type of soil and getting out all as specified and directed by Engineer-in-Charge.Note : Rate includes removing of paver blocks carefully and stack properly for refixing after laying of cables. |
| 9 | Returning filling in including spreading, levelling, watering and well ramming in layers not exc 25cm in soils complete all asspecified |
| 10 | Removing excavated material from the site of work to outside MD land complete all asspecified |
| 11 | Material and labour for dry clean river sand for cushioning of cable in trench for cable protection including spreading, levelling and hand punning complete all as specified in SSR part-I and as directed.Note :Depth of sand cushioning will be measured after punning down and levelling the sand properly. |
| 12 | Supply, laying un-reinforced precast concrete cable cover class LV type 1 flat size 250mm x 150mm x 40 mm complete all as specified and as directed . |
| 13 | S&F in existing panel of MCCB100 Amp rupturing capacity25 KA, 4 pole thermal magnetic release type , 415 V, 50 Hz power supply complete all as specified and as directed . |
| 14 | Excavating in trenches n exc 1.5m wide & n exc 1.5m in depth; for foundation, etc. or for manholes n.exc.10 Sqm on plan and n.exc.1.5m in depth and getting out in hard/ dense soil complete all as specified. |
| 15 | M&L for PCC in foundations filling and mass concrete Type C2 1:3:6 (40mm graded aggregate) complete all as specified. |
| 16 | M&L for brick work with sub class \"B\" bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified. |
| 17 | M & L for PCC 1:2:4 type B-I using 20mm graded stone aggregate as in coping, bed plates, kerbs etc.and similar work including necessary formwork weathring slightly rounded or chamfered all as specified & directed |
| 18 | M&L for damp proof course to horizontal or vertical surfaces including neccessary formwork in cement concrete 1:2:4 40mm thick with 3%WPC wt of cement complete all as specified and directed (Note- WPC shall be measured and paid saperately). |
| 19 | M&L for moorum/red bajri/mixture of stone and mud filling in floors or pavings, laid in layers n exc 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed. |
| 20 | M&L hardcore of broken stone or boulders guage not exc 63mm, deposited, spread and levelled in layers not exc 15 cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 21 | M&L for 100 mm thick cement concrete type B-1, 1:2:4 (20mm graded aggregate) in sub-bases/floors complete all as specified and directed by Engr-in-charge. |
| 22 | M & L for pre-painted hot-dip aluminium-zinc alloy metallic coated corrugated steel sheet, any pattern corresponding to IS 15965:2012 of durability class 3, atmospheric classification category 3, coating class AZ150, 0.50 mm thick, of an approved colour and having yield strength of 550 MPa as in roof covering fixed with self tapping screws as specified including necessary scaffolding and safety measures at any floor for height of building exceeding 10 metres but not exceeding 20 metres complete all as specified and as directed. |
| 23 | S&F rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates complete all as specified and directed by Engr-in-charge. |
| 24 | M&L for second class hard wood plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue, pinned at joints all as specified and directed |
| 25 | S&F mild steel holdfast & similar small articles confirming to Fe 290 gde-E-165 all as specified and directed |
| 26 | M&L for PCC 1:2:4 type B1 (using 20 mm graded stone aggregate) as in bed blocks for holdinghold fasts including necessary form work complete all as specified. |
| 27 | S&F 30mm thick Flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides all as specified and directed |
| 28 | S&F aluminium, anodised, barrel tower bolts 100 mm long of extruded section all as specified and directed |
| 29 | S&F Aluminium alloy, anodised, sliding door bolt 300mm long with hasp, staple (bolt type) & fixing clips of sheet, cast or extruded sections & fixing bolts & sliding bolts of extruded sections or cast aluminium alloy all as specified and directed |
| 30 | S&F Butt hinges100mm size, extruded aluminium alloy with galvanised mild steel hinge pin, anodised, type B-21 all as specified and directed |
| 31 | S&F extruded aluminium alloy handles, fabricated type, anodised 100 mm size, ISI marked all as specified and directed |
| 32 | M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in CM (1:4) and finished even & smooth without using extra cement completed all as specified. |
| 33 | M&L for rendering 15mm thick cement plaster 1:6 on fair/rough faces of brick work or concrete surfaces complete all as specified and directed by Engr-in-charge |
| 34 | M&L preparation of new plastered wall surface and applying two coats of Distempering with 1st quality acrylic distemper (ready mixed) above 2mm thick birla white care putty, having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer\"s specification. Two or more coats internally in walls on new work complete all as specified and directed by Engr-in-charge |
| 35 | M&L for preparation of new plastered wall surface and applying two coats of cement base paint complete all as specified and directed by Engr-in-charge . |
| 36 | M&L for prepration new or previously untreated steel or iron surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. |
| 37 | M&L for granite (of any type) tiles 20mm thick machine cut, mirror polished, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing complete all as specified and directed by Engr-in-charge. |
