PROVN OF ONE ELECTRIC OPERATED ELEVATOR (INCL LIFT SHAFT) FOR 08 PASSANGER TO EXISTING G3 OFFRS BLDG NO P-19 IN PB ENCLAVE UNDER GE (UTILITIES) UDHAMPUR

Amount

Excavating over area, not exceeding 1.5 m depth; for foundation, etc. and getting out in any type of soil, complete all as specified and as directed.

Plain cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregates as in foundation, filling and mass concrete, complete all as specified and as directed.

RCC M-25 (design mix), using 20 mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beam; plinth beams; bases of columns, etc.; basement slabs, under-reamed piles and mass concrete, complete all as specified and as directed.

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 including rough finished flat surfaces of concrete, complete all as specified and as directed.

RCC M-25 (design mix), using 20 mm graded crushed stone aggregate as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses, complete all as specified and as directed.

Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter, complete all as specified and directed.

Reinforced cement concrete M-25 design mix, (using 20 mm graded crushed stone aggregate) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as specified and as directed.

Use and waste of form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) etc to obtain rough flat finished surface of concrete complete all as specified and as directed.

Applying bituminous primer on roof surfaces @ 0.40 ltr/Sqm and applying one coat of hot blown bitumen of grade 85/25 @ 1.20 Kg/Sqm and provide modified polymeric five layred APP (Atactic Polypropylene) Membrane with 100 micron high molecular high density polyethylene film. Min wt of membrane will be 3.5 Kg/Sqm and bonded completely to the surfaces with min end overlap of 15 cms and side lap 75 mm (overlaps to be bounded with thermo fused by flame) and over APP applying one coat of hot blown bitument 85/25 @ 1.2 Kg/Sqm blinded with fine sand in dry condition @ 0.5 Kg/Sqm all as specified and as directed by Engr-in-Charge. Note :- Water proofing treatment will be done by manufacturer of APP membrane or through their authorised specialized agency which will further have to give a five years warranty for rectification of any defect if incurred at a later stage, otherwise no payment shall be made to the contractor if water proofing treatment is executed otherwise.

Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point, complete all as specified and as directed.

TMT mild steel bars, 6mm to 8mm dia, as in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with MS wire (annealed not less than 0.9mm dia) complete all as specified and as directed.

TMT mild steel bars, 10mm dia and over, as in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and including binding with MS wire (annealed not less than 0.9mm dia), complete all as specified and as directed.

Roof treatment and water proofing externally to shaft wall and three coat of aluminium paint over two coat of red oxide, zinc chrome, complete all as specified and as directed.

Rolled mild steel in roof trusses (framed), trussed , purlins,crane gantries , rails and fastening and heavy bracket framing ( beam, tee, angle, channel or flat section) including distance pieces conforming to Fe 410-W, Gde E-250 Quality 'A', complete all as specified and as directed.

Rolled mild steel work as in Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to grade Fe 290 (E-165) complete all as specified.

Preparation of new steel and iron surfaces exceeding 10 cms width or girth and applying two coats of synthetic enamel paint over a coat of red oxide/zink chrome primer complete, complete all as specified and as directed.

Brick work with old size sub class 'B' bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:4, complete all as specified and as directed.

15mm thick rendering on fair faces of brick or concrete surfaces in cement mortar 1:6, finished even and smooth without using extra cement, complete all as specified and as directed.

15mm thick rendering on fair faces of brick or concrete surfaces in cement mortar 1:4, finished even and smooth without using extra cement, complete all as specified and as directed.

10mm thick rendering on brick or concrete surfaces as in ceiling in cement mortar 1:3, and finish the surface fair and even without using extra cement, complete all as specified and as directed.

1mm thick wall putty over a coat of primer to the new plastered/ old surfaces complete all as specified and as directed.

Preparation new surfaces plastered or unplastered and applying three coats of white wash on ceiling, complete all as specified and as directed.

M&L for two coats of cement base paint on wall complete all as specified and as directed.

Applying two coats of oil bound distemper over and including a coat of primer with alkali resistant priming paint over plastered/unplastered surfaces of walls complete all as specified & directed.

PCC M-25 (nominal mix), using 12.5 mm graded crushed stone aggregate as to fix steel beams in walls bases for columns etc., and mass concrete, complete all as specified and as directed.

Demolition of brick work or stone masonry built in cement mortar including all quoins arches, pillars etc but excluding ashlar facing, dressed stone work and precast concrete articles, complete all as specified and directed.

18 mm thick granite, single piece, (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including cutting and mirror finish polishing over and including 15 mm thick screed bedding/ backing layer in CM 1:6, complete all as specified and as directed.

Non skid, ceramic jointfree/rectified tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15 mm thick screed bed or bedding layer in cement mortar 1:4, complete all as specified and as directed.

Demolition of Stone slabs and tiles of any description or thickness in floors, aprons etc. complete all as specified and as directed.

Marble work 16 to 18mm thick (table rubbed and polished) in steps, jambs, passages and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with marble of any shade other than white and black (Reddish) including 15 mm thick screed bedding/ backing layer in CM 1:6, complete all as specified and as directed.

Demolition of Reinforced Cement Concrete (reinforcement cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided for, complete all as specified and as directed.

Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck in side with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, suppling & fixing in the frame at site as per specification & drawing, complete all as specified and as directed.

Factory Made Solid PVC Moulded Door Shutter wall nut colour, 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick Moulded PVC Sheet on the front face & 2mm plain colour PVC sheet on back face, with particle board core, supplying & fixing in frame at site as per specification & drawing as per specification & drawing, complete all as specified and as directed.

Anodised aluminium (powder coating minimum thickness of powder coating 50 micron) weighing not less than 1.67 Kg/m frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc. complete all as specified

Powder coated aluminium (minimum thickness of powder coating 50 micron) for shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/neoprene gasket required (Fittings shall be paid for separately) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. 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 all complete as per architectural drawings and the directions of Engineer-in-charge.

Anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge

5.5 mm frosted / tinted sheet glass, ordinary quality and glazing with rubber neoprene packing for aluminum doors / windows / ventilator in square / rectangular not exc 0.5 sq. m in each pane, complete all as specified and as directed.

Galvanised mild steel wire cloth, 0.56mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks, or galvanised wire staples, complete all as specified and as directed.

Vitrified ceramic tiles of 10mm thick coloured (area of each tile not exceeding 0.36 sqm) as in floors jointed in cement slurry and pointed in white or coloured cement to match the existing surfaces over and including 10 mm thick screed bedding/ backing layer in CM 1:4, complete all as specified and as directed.

Excavating in trenches, n exc 1.5 m wide and n.exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, and for laying of cable or pipes etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in any type of soil, complete all as specified and as directed.

Returning, filling in (soil) including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick in any type of soil,complete all as specified and as directed.

Supply and lay DWC Pipe ( Double wall corruguated) confirming to IS: 14930(Part-II) along with necessary Snap fit Coupler for interconnection Suitable for HT Cable of size 185/120sq.mm (77X63 mm as diameter) all as specified & directed.

Supply, laying and testing of XLPE insulated sheathed armoured heavy duty LT 1100 Volts grade cable with aluminum conductors laid in trenches/pipe, fixed to poles, walls of size 50 sqmm 3.5 core including taking up/down old unserviceable cables. complete all as specified and as directed.

Supply, install, testing and commissioning and testing factory made and tested CPRI type test certified) LT feeder pillar box (KIOSK) out door type, floor mounted,compertmantalised suitable for 415 Volts 3 phase 4 wire, 50 Hz AC supply system, dust and vermin proof, made of 3.15mm CRCA MS sheet with digital Volt meter, Ammeter, with CTs ,Led lamps RYB for all incomers & outgoings base frame of 50x50x6mm angle iron , powder coated, having front and rear openeable hinged double door shutters with aprons for cable entry and locking arrangement complete with following :- Incoming (a) MCCB 4 pole ,Ics=100%Icu- 10KA, 415 Volts, 63 Amps , with thermal adjustable and fixed magnetic setting with extended terminals -01 No (b) Bus bar electrolytic grade copper and supported on Non-hygroscopic, non carbonising, corrosion resistance SMC insulators 100 Amp,4 pole, not less than 75 cm long mounted on insulators 01 set

Srl item No 44 Contd … Outgoing (a) MCCB 4 pole , Ics=100%Icu-10KA, 415 Volts, 32 Amps , with thermal adjustable and fixed magnetic setting with extended terminals -02 Nos. Note- (i) Rate quoted is deemed to be inclusive of PCC foundation/pedestal and connected earth work. (ii) Panels shall be placed above 0.6 mtr from ground level. (iii) Outgoing MCCBs shall be fed with solid busbar connectors. (iv) Cables shall be terminated using gun metal /SS glands. (v) including suitable thimbles/lugs, nut bolts ,washers for fixing the cables. (vi) cable glands for incoming LT cable 50 sqmm -01 Nos and out going cables 25 sqmm -03 Nos is included in the rate quoted by tenderer.

M&L for earthing complete with galvanized steel earth plate electrode 600 mm x 600mm x 6.0mm thick buried directly in ground ( earth pit not less than 2.25 mtr below normal ground level ) with top edge plate not less than 1.5 metre below normal ground level connected to galvanized earth strip of size 32 x 6mm as earthing lead by means of bolts, nuts, chuck nuts and washers of galvanized iron earth lead with 15 cm thick alternate layers of charcoal dust & common slat including PCC pit in PCC 1:2:4 type B-1, RCC cover made out of cement concrete 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) reinforced with TMT steel bars 8 mm dia @150 mm c/c both ways with suitable handle and angle iron 40 x 40 x 5 mm frame, GI medium grade watering pipe 20 mm bore and funnel with wire mesh light grade protection pipe 40mm bore up to main board complete as shown on electrical plate No 3 of MES Sch 2009 (Part-I) and testing on completion complete all as specified and directed by the Engineer-in-Charge. Note: - a) On testing after completion of earthing, if desired earth resistance is not obtained, the earthing will be re-done by the contractor at his own risk & cost to the entire satisfaction of Engineer-in-charge. b) Making of Test point for earth strip will be including in quoted rate of this item.

Supply, installation, commissioning and testing of diesel engine driven generating set capacity 20 KVA ,415 volts, 3 Phase AT NTP with acoustic enclosure mounted on common base frame ,1500 RPM , modal No-2R1040 G1 with silencer pipe protected with asbestos rope independently supported from engine to outside power house upto 1 mtr, AVM pads foundations as per manufacurer's design battery start with suitable size of cable for connecting upto panel board . and including the following:- (A) Prime mover Vertical diesel engine of suitable capacity liquid cooled closed circuit, direct injection type turbo charged electric starting system having rated speed 1500 RPM. The DG Set shall be capable of running 24hrs continuously with 10% over loading for one hrs continuously in every 12 hrs , Engine shall be equipped with all standard fittings and mounted on common base frame with following fittings :- (a) RPM cum hour meter (b) Barttery charging Ammeter ( c) Ignition key and starting with push button switch (d)Lubricating Oil pressure gauge (e) Electronic governor controlling Oil temp gauge (f)12 V Battery,150 AH-01No (g) Battery charging alternator (h) Self starting of suitable capacity (j) Battery leads of copper cable with brass thimbles and terminals. (k)starting gear engine

Srl item No 47 Contd … (B) (d) Other fittings (i) Battery charger having electric circuit consisting of triodes , capacitor and resistances etc. The battery charger should be able to charge the battery at all times whenever the electric supply given to battery charger through control panel or electric power point. (ii) In-built Fuel tank of suitable capacity as per manufacturer's instructions capable for12 hrs running of DG Set inside the canopy base with all connecting pipes upto fuel pump and including oil level indicating gauge drain air vent plug etc.

Srl item 47 Contd … (e) Type of Drive: Regenerated AC variable voltage & variable frequency drive alongwith converter unit. The regenerated power shall be used to charge the battery of UPS & ARD & Emergency light. (f) Type of Machine: Gearless permanent magnet & directly coupled Horizontal traction machine (g) Car size (Inside): Not less than 1.61 sqm. (h) Car and landing door at all floors : Automatic centre opening with VVVF door drive opening size not less than 800mmx2000 mm and sliding type fabricated by stainless steel sheet not less than 16 gauge having hair line finish (N-304) the car and landing doors shall be fire resistance rating of 01 hrs. (j) (i) Car enclosure: manufactured with stainless steel frame not less than 16 gauge with Hair line finish (N-304) having stainless steel false ceiling with hair line finish, internal lighting arrangement with LED light fitting complete internal ventilation system provided with concealed arial flow/cross flow fan with auto cut off system and stainless steel grill wire mesh for protection as per OEM design. (k) Terminal buffers: Metal special spring buffers as per manufacturer specifications.

Srl item 47 Contd … (l) Door opening (Inside): protected by centre opening stainless steel doors with hairline finish doors with clear opening of size not less than 800x2000 mm. (m) Counter weight shall be of cast iron as recommended by OEM. (n) Car & counter weight Guide: Guide rails of `T' Section Mild steel as per OEM design. (o) Flooring: Aluminum chequred plate 5mm thick complete (p) Signals :- (i) Combined luminous hall buttons with LCD/VFD hall position indicators at all floors. (ii) Vacuum Filled Display (LCD/VFD ) for car position indicator of stainless steel (iii) One No. car operating panel with Luminous buttons in car (stainless steel). (iv) Car direction indicator in car & Landing. (v) Battery operated alarm bell & emergency light (rechargeable) along with suitable maintenance free battery. (This system shall be separate from ARD batteries).

Providing outsourcing of Elevator attendant operator cum rescue (semi-skilled) for 08 passenger lifts. The lift attendant should be well trained to rescue the passenger in case the lift is stuck. The lift attendant/ operator (semi-skilled) deployed as per the following manner complete all as specified and as directed by Engr-in-Charge:- (a) PB Enclave (P-19 New Bldg) Offrs Md Accn (Total lifts-01 Nos lift) (Gound + Three ie. total four landings) Make of lifts- As provided under the contract (i) Including Sunday & holiday (ii) Ist shift-0600 hrs to 1400 hrs-01 Nos lift attendant/ operator cum rescue (ii) IInd Shift 1400 hrs to 2200 hrs 01 Nos lift attendant/ operator cum rescue (iv) IlIrd Shift-2200 hrs to 0600 hrs-01 Nos lift attendant/operator cum rescue Total 03 operators. Round the clock Notes:- Contractor shall deploy the supervisor for monitor the duties of all lift attendant/ operator cum rescuer and specifically during change of shift and submit report to concerned Engr-in-Charge. (i) Contractor will monitor the attendance of lift attendants/operator cum rescuer at a central location at each item of Sch 'A' or as decided by Engr-In-Charge.

NOTES Contd … (ii) All lift attendants/ operator cum rescuer should be in possession of mobile for ease of communication (iv) Contractor shall provide only trained lift attendant/ lift operator cum rescuer (v) Duty roster will be submitted by the contractor before commencement of the month for obtaining the approval of JE and Engr-in-Charge (vi) The lift attendant/operator cum rescuer should have the requisite qualification/experience for operation of lifts. (vii) Contractor should arrange proper uniform with name plate on shirt for the operators and its cost shall be deemed to be inclusive in the quoted rate. (viii) The operator shall also be responsible to inform any complaint of non- functioning of lift to the Engr-In-Charge. (ix) The contractor shall provide reliever of lift attendant/ lift operator as per labour rules & regulations, the rates for which are deemed to be inclusive in the quoted rate

Comprehensive maintenance of lift installed at PB Enclave (P-19 New Bldg) in reliable safe and efficient operating condition through MOU with OEM by regularly examining, lubricating and adjusting the equipments and carry out planned maintenance in systematic and controlled manner suitable for serving Ground + 3 floors (total four landings) 08 passengers with electric power operated doors, auto electric levelling device installed complete all type of mechanical and electrical items, governor sleeve, gears, gear shaft assembly, bearings, brake contact, brake shoe liner, brake magnets, governer jaws, sleeve or main rope, trailing cable, speed governor rope, all type of electric motors, car & hall mechanical buttons, car, electric motor drive (electronic motor strater) & hall position indicators, car direction indicators and all other car and landing signal/fixtures, deflectors, car and counter weight guide rails and buffers, wire, lugs, nut, bolts, screws, hand rails, light luminaries, ventilating fan, hooter, lubricant, gear oil, aircord, rollers, landing wheel, aircord wheel, rubber bush. rail guide shoe, infrared door sensors, automatic door operating system, travelling cables, ARD, Batteries, car doors, landing gates, door sills, 3-Way intercom system, CVT, all types of control panel PCBs, transducers, transformers, rectifiers, phase sequence corrector & single phase preventer, relays & cards etc and all machine works ie. welding, cutting, drilling etc as and when required incl sunday and holidays complete all as directed to entire satisfaction of GE.

Srl item 50 Contd … Comprehensive, preventive, periodical maintenance after completion of defects liability period and attending day to day complaints for smooth functioning of lifts/elevators (01 Nos) installed at Blocks mentioned here in under.- (a) Micro processor based lift at (P-19 New Bldg) Under GE (Utility) at Udhampur 08 passenger lift-(01 Nos Lifts). (i) Comprehensive maintenance will start only after completion of 02 years of defect liability period, complete all as directed to entire satisfaction of GE. (ii) Any Maintenance/replacement of any items during 02 years of defect liability period will be borne by the contractor. Notes- (i) The entire work relating to comprehensive, preventive and periodical maintenance of lifts/elevators (including supply of spares) as mentioned above, shall be got executed through the manufacturer from whom the new lifts/elevators are procured (ii). The cost of all kind of replaced defective part(s) / spare(s) / control card(s) / oil / lubricants etc or any other component(s) / item(s) whether mentioned or not mentioned here-in-before, as and when required to make the lift/elevator fully functional, is deemed to be included in quoted rates and no extra cost shall be paid to the contractor on this account.

NOTES Contd … (iii). The comprehensive / preventive / periodical maintenance includes monthly, inspection/testing as per service manual or as per IS standard. The inspection/test report will be submitted to GE (iv) The contractor will have to submit MOU & agreement in last month of defect liability period and at least 15 Days before commencement of comprehensive maintenance. (v) Contractor will conclude AMC for contract with OEM and copy of the agreement will be submitted to Engineer-in-Charge and GE before commencement of AMC. No payment will be made to contractor without submission of valid AMC agreement. (vi) The above maintenance include complete maintenance of newly installed lift by regularly and systematically examining adjusting fabricating as required for smooth and efficient functioning of the equipment/lift. (vii) The OEM will also detail one technical staff to inspect the lift every week. regarding its functioning operation or any other issue arising in the lift. Technician should always carry service tool along with himself during each weekly visit. (viii) Sufficient stores should be kept in stock with OEM to address the problem/complaints immediately. (ix) All existing earthing of the lifts shall be watered and checking for functionality shall be done by the contractor to the entire satisfaction of the GE.

MB Enterprises (BID ID -3458500)

M/S ADHIKARI CONSTRUCTION CO. (BID ID -3455117)