PROVISION OF PASSENGER LIFT 01 No AT TARANG P-54 UNDER GE UTILITY I, VISAKHAPATNAM

Amount

Phase - I: Schedule "A" Part - I [Provision of Lift]:

[c] Battery operated emergency light [LED Ceiling Fitting] alarm [speaker for emergency alarm system to be fixed] and stop button in car with rechargeable arrangement for battery. [d] Designer Car Ceiling with sleek circular LED light fitting 5 Watts x 4 Nos. in false ceiling. [e] Provision of one cross flow fan suitable for recessed mounting in false ceiling. [f] Provision of premium quality Jet black/ Green/ Grey colour Granite stone slab of 18-20 mm thick as in flooring for lift car (Not more than two parts) over 3 mm thick aluminium chequered sheet. [g] Nonstop button/ independent operation. [h] Over load warning indicator with both audio and visual type with overload protection/ tripping system having relays , etc. [j] Front landing door of stainless steel Mirror finish, operations with a minimum time of 10 sec and up to a maximum time of 30 seconds. [k] Stainless steel sliding doors with front opening for all Landings made of 16 gauge stainless steel sheet with Mirror finish with vision panel of size 200 X 800mm covered with 8mm thick toughened plain glass. [l] All the dimensions of the lift and connected items shall be designed in conformity with IS 14665 standards and the contractor shall submit the design drawing to Accepting Officer for approval before commencement of work. The body shall be stainless steel of 16 gauge with Mirror finish with 38mm dia stainless steel hand rail with mirror finish. [m] Set of three in number limit switches at the bottom and top most position of lift hoist ways as specified in IS. [n] Stainless steel hand rail 38mm dia with mirror finish. [o] Specification plate with complete details [p] Full length Dot Matrix display indicator panel with touch COP (Luminous brail button).

[q] Provision of suitable phase reversal relays to the controller to protect lift/ equipment against phase reversal, phase failure and low voltage. [r] Provision of Intercom. [s] Continuous earthing for machine and equipment [t] Steel Wire rope of adequate size as per relevant IS and as per manufacturers specification. [u] Other standard fixtures and fittings like guide rails, sheaves, counter weights with guards, buffers, gear unit brakes, control panel, car operational panel, governor, locks, power control and trailing cables complete all as per latest IS specifications. [v] Main drives and controls shall be high efficient and low power consumption. [w] Types of machine- Machine Room Less (machine room Not available):-Signals- Emergency Alarm bell up/down, direction indicators, digital position indicator in car and landings, Audible floor hooter, emergency stop etc. [x]Provision of CCTV inside the car cabin. [y] Lift design, specifications, drawings, manufacturers instructions shall be got approval from Accepting Officer before placing order for procurement. [z] The contractor shall carry third party load testing for each lift installed once in every six months and shall submit satisfactory test results and the rate quoted shall be deemed to included for this provision.

Earthing complete with Galvanised Steel Earth Plate Electrode 600 X 600 X 6 mm thick burried directly in ground [earth pit not less than 2.25 m deep below ground level] with top edge of Plate not less than 1.50 m below normal ground level connected to 32 X 6mm GI Strip [Earth Lead] and GI pipe 40 mm, Medium Grade for earthing lead protection to the extent of maximum 7.5m, Earth Plate Electrode surrounded by 150mm thick packed layers of Charcoal and Common Salt filled in alternate layers, connected to the Plate by means of GI Bolts & Nuts complete all as per Electrical Plate No. 3 of SSR Part – I, connected to panel / DB including testing on completion including main earthing, Charcoal, Common Salt, PCC [1:2:4, Type B1] Pit with RCC 1:2:4, Type B1 Cover, 50 mm thick with 6 Nos, 8 mm dia TMT bars in both ways, MS frame made with 40 X 40 X 6 mm Angle Iron, MS Funnel with 20 mm bore, medium grade GI Watering pipe, wire mesh, earth work excavation, return filling, removal of surplus soil etc. complete all as specified.

S & F Earth continuity conductor or main earthing lead made of GI Strip of size 32 X 6mm, fixed to wall on batten or recess or chases or burried in ground or fixed to poles or any other indicated situation including drawing through GI Pipe for earthing etc. complete all as specified and as directed.

M&L For Maintenance Free Chemical earthing with copper plate 90cmx60cmx5mm & copper earth strip 50x6mm with 50 KG of Backfill Compound buried directly in ground [Rocky Soil] with earth pit not less than 2.25 m deep below ground level with top edge of Plate not less than 1.50 m below normal ground level connected to existing Copper Earth Strip by means of Stainless Steel bolts, nuts, check nuts and washers all as per IS – 3043 including testing on completion complete all as specified and as directed. The earth resistance shall be measured using fall of potential method as per Para 37 of IS – 3043 & combined resistance should be less than 1 Ohms. Note: The unit rate quoted shall be deemed to include for PCC [1:2:4, Type B1] Pit with RCC 1:2:4, Type B1 Cover, 50 mm thick with 6 Nos, 8 mm dia TMT bars in both ways, MS frame made with 40 X 40 X 6 mm Angle Iron, MS handle 12mm dia, earth work excavation, return filling, removal of surplus soil etc. complete all as specified and as directed.

S & F MCCB 415 V , 16 KA, 4 Pole, 63 Amps capacity complete all as specified and as directed.

S & F MCB DB, TPN, 4 Way, 415 Volts, with DIN Channel, Double Door with 200 Amps rated bus bar suitable for mounting MCBs flush mounted with wall complete all as specified and as directed.

Supplying, laying and testing XLPE insulated and PVC sheathed, FRLS, armoured heavy duty underground cable, ISI marked with aluminium stranded conductor 1100 Volt grade of size 4 Core, 50Sq.mm cross section suitable for earthed system, laying in trenches/duct/fixed to poles/drawn through pipes/sleeving through pipe in duct, including suitable size Double compression copper stainless steel cable gland, crimping type cable lugs, sockets etc. complete all as specified and as directed.

Excavation in trenches not exceeding 1.5m wide and not exceeding 10 Sq.m on plan area and not exceeding 1.5m deep in Soft / Loose soil complete all as specified and as directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil complete all as specified and as directed. Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming.

Removal of excavated material [Soil] to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed.

M & L for Dry river sand cushioning over and around the cable for cable protection in trenches, leveled and punned down complete all as specified and as directed. Note: The punned down thickness shall be measured for payment.

M & L for Bricks, common burnt clay building bricks, sub–class "B", designation 75 in trenches for cable protection complete all as specified and as directed.

S & F 100A 3 Phase Automatic Changeover switch with sheet steel enclosure complete all as specified and as directed..

Demolition of Reinforced Cement Concrete of any description and in any position not otherwise specifically provided for and removing rubbish to a distance not exceeding 1.5 KM complete all as specified and as directed.

Demolition of Brick / Stone Masonry built in Cement Mortar including all quoins arches pillars etc and removing rubbish to a distance exceeding 1.50 KM and not exceeding 5.0 KM complete all as specified and as directed.

Demolition of Unreinforced Cement Concrete in ground floors and Pavings not exceeding 15cm thick [below or above ground level] and removing rubbish to a distance exceeding 1.50 KM but not exceeding 5.00 KM complete all as specified and as directed.

M & L for PCC 1:4:8, Type D-2, using 40mm graded stone aggregate as in Foundation, Fillings, Mass concrete, Footings etc complete all as specified and as directed.

M & L for RCC M-30 Design Mix, using 20mm graded stone aggregate as in Columns, pillars, piers, posts and struts etc. complete all as specified.

M & L for RCC M-30 Design Mix, using 20mm graded stone aggregate as in Beams, cantilevers, bressummers, lintels etc. complete all as specified.

M & L for RCC M-30 Design Mix, using 20mm graded stone aggregate as in Slabs supported on walls, beams, columns in floors, roofs, landings, balconies, canopies, deck slabs complete all as specified and as directed.

M & L for RCC M–30 Design Mix, using 20mm graded stone aggregate as in floors. complete all as specified.

Use and removal of steel formwork to sides of pillars, posts, struts, piers, columns and stanchions of any shape / cross section for fair finished surfaces of concrete complete all as specified and as directed.

Use and removal of steel formwork to sides and soffits of floor or roof beams, beam launchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc, splays between floors and beams and similar works for rough finished surfaces of concrete complete all as specified and as directed.

Use and removal of steel formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200mm thick [horizontal or sloping] for fair finished surfaces of concrete complete all as specified and directed.

S & F Reinforcement using High Strength Corrosion Resistant Deformed TMT Bars of Grade Fe–500D of 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed.

S & F Reinforcement using High Strength Corrosion Resistant Deformed TMT Bars of Grade Fe–500D of 5mm to 10mm dia bars as in stirrups, spacers and binders, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed.

M & L for brick work with Fly Ash bricks, straight or curved on plan exceeding 6 m mean radius built in Cement Mortar 1:4 complete all as specified and as directed.

M & L for preparing roof concrete surfaces including washing down with water to remove dust, etc and brushing neat cement slurry with 3.0 KG of cement per Sq.m area, rendering 10mm thick in cement mortar 1:3 on concrete surfaces finished even and smooth without using extra cement including mixing of water proofing compound of approved make as per manufacturers instructions for levelling the surface smooth to receive the water proofing membrane, priming the surface with a coat of cold applied bituminous primer @ 0.50 KG per Sq.m, applying a coat of Blown Bitumen of grade 85/25 @ 1.2 Kg per Sq.m, laying Polymeric water proofing membrane of weight not less than 3.00 Kg per Sq.m reinforced with polyester non-woven fabric of weight not less than 150 Grams per Sq.m, by torch application with side over lap of 100mm & end over lap of 150mm & tucked into the chases on vertical surfaces by thermo fusion including applying a coat of Blown Bitumen of grade 85/25 @ 1.2 Kg per Sq.m on top and finished with a coat of bituminous aluminium paint @ 100 grams per Sq.m on top for water proofing treatment complete all as specified and as directed. Note: Water proofing compound will be measured and paid separately.

M & L for rendering to brick / concrete surfaces, 10 mm thick in Cement Mortar 1:6, surfaces finished even and smooth without using extra cement complete all as specified and as directed.

M & L for rendering 5mm thick in cement mortar 1:4 including mixing water proofing compound as per manufacturers instructions over a backing coat of 10mm thick in CM 1:6 on concrete or brick masonry surfaces and finishing the top surface even and smooth without using extra cement complete all as specified and as directed. Note: Water proofing compound will be measured and paid separately.

Supply only Liquid water proofing compound [ISI marked] of approved make.

M & L for preparing newly plastered wall surfaces by using vacuum based sanding machine and applying two coats of Acrylic washable Distemper by using auto roller/airless sprayer, over a coat of alkali resistant primer over 1mm thick Cement based Wall Care Putty on walls by using multipurpose mixture for proper mixing of putty and putty sprayer for application of putty including rubbing with sand paper to obtain a smooth surface and making good any undulations on the surfaces complete all as specified and as directed. Note:- The contractor shall carryout Distempering & allied works under subject work through the Authorised Applicator of the manufacturer only. The lowest bidder shall submit MoU from manufacturer to provide technical support and trained persons for carrying out Distempering & allied works through their authorised applicators before commencement of the work to GE for approval.

M & L for Two coats of Weather Proof Exterior Emulsion Paint [100% Acrylic] by using auto roller/ airless sprayer over a Coat of Exterior Primer over 1mm thick Cement based Wall Care Putty [primer and putty shall be of same manufacturer as that of exterior emulsion paint] by using multipurpose mixture for proper mixing of putty and putty sprayer for application of putty on newly plastered walls/ ceiling, pillasters, bands, borders, soffits of chajjas and projections including rubbing with sand paper to obtain a smooth surface complete all as specified and as directed. Note:- The contractor shall carryout Exterior Emulsion Painting and allied works under subject work through the Authorised Applicator of the manufacturer only. The lowest bidder shall submit MoU from manufacturer to provide technical support and trained persons for carrying out Exterior emulsion painting through their authorised applicators before commencement of the work to GE for approval.

Phase - II : Schedule "A" Part – II : [Comprehensive Maintenance of Lift after Defect Liability Period of works under Phase – I ]:

All as per description of item No. 34 but second year after expiry of defects liability period.

All as per description of item No. 34 but third year after expiry of defects liability period.

Notes for Serial Item No. 34 to 36: [a] MANPOWER TO BE EMPLOYED: The contractor shall be required to employ Minimum 01 No. of lift Mechanic with sound knowledge and adequate experience Round the Clock. All the manpower employed shall report to Office of AGE [E/M]/ Complaint Cell for day to day maintenance and efficient operation of Lifts. [b] The rate quoted is deemed to be inclusive of supply and fixing of all Major and Minor Spares viz. Mechanical / Electrical / Electronic / LED Lights etc. as and when required for trouble free, smooth and efficient functioning of lifts including overhauling as and when required to all mechanical parts of lifts, Rewinding of Electric Motors, repair/maintenance of Gear Unit, repair / maintenance of Door Drive, Controllers, Pulleys, Limit Switches, Relays etc. complete all as directed by the Engineer-in-Charge.

[c] All the safety measures including ARDs shall be ensured for serviceable condition round the clock and nothing extra shall be paid on these accounts. [d] The rate quoted shall be deemed to be inclusive of testing of each lift by Licensed Lift Inspector of Government of Andhra Pradesh twice in Contract Period for worthiness of the Lift in respect of safety. Certificate issued by the Licensed Lift Inspector shall be submitted to the Engineer-in-Charge and a copy of Certificate shall be displayed in all Lift Cabins as directed by Engineer-in-Charge. [e] Emergency Light and necessary tools shall be available in a tool box in the shift for smooth functioning of lifts. [f] Conveyance and communication system like mobile phone etc. shall be provided by the contractor to all Lift Mechanics and Helpers. [g] The contractor shall abide by the latest Labour Rules and Minimum Wages Act. [h] Wages paid by the contractor to the persons employed shall not be less than the minimum wages fixed by State / Central Government from time to time whichever is higher.

[i] The contractor is responsible for making subscription towards Insurance, EPF, ESI, Labour Welfare Cess etc., as applicable and shall pay Gratuity, Bonus etc to the Workmen as per existing Labour Rules / Acts / Regulations and rate quoted shall be deemed to be included for the same. [j] DRESS CODE: The contractor shall provide the workmen with Dark Blue Colour Uniform [Formal Pant & T-Shirt] with labels showing / printed i.e. "Name of the Firm and Designation" on Front and "GE [U - I] [V]" on the back of the T-Shirt along with protective clothing / gear. The contractor shall also provide shoes to the workers and the persons shall not be allowed to enter the work site without wearing shoes. [k] The contractor shall be responsible for all Accidents / Injuries happening to the workmen. Any accident causing Minor / Fatal Injury, Partial Disability due to any untoward incident or non-adherence to Safety and IE Regulations or fault in maintaining of Lifts System / Safety Mechanism or on account of any mishandling / wrong operation / lack of knowledge of safety precautions or on account of any circumstances beyond his/their control, the contractor shall be solely responsible for settling all claims of compensation to the deceased, failing which department will have a right to recover any sum indicated / claimed by Labour Commissioner / Court authorities. No claim whatsoever will be entertained in this regard. No compensation is payable by the department on this account. Contractor shall provide first aid boxes to meet any emergency situations. [l] The contractor shall carryout the comprehensive maintenance of the lifts catered under subject work through the Original Equipment Manufacturer of that lift or from their accredited / authorised agencies only. The lowest bidder shall submit MoU from the Original Equipment Manufacturer of the Lift or from their accredited / authorised agencies to provide technical support, trained persons for maintenance & testing and spares before commencement of the work to GE. The spares shall be of the make as per existing or as per the OEM.

SATYAM ENGINEERS (BID ID -3095424)