Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date22 Mar 2025
Closing Soon29 Apr 2025
Tender Amount₹ 36,92,000 
Notes
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Description

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BOQ Items

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(aa) Overload warning feature in car (ab) Fireman’s switch one No per lift to be installed at G Floor near landing door to be installed at ground floor near landing door. (ac) All signal fixture & car operating panel on stainless steel face plate (ad) 3D, Infra red sensor safety edge of door for entire height. (ae) Built in annoucing system without hand set , 2 Nos one each for car and Ground floor and with one hand set in machine room. (af) The interior of the car should be provided with a device that audibly indicates the floor lift car has reached and indicates that car entrance/exit door is open or closed. (ag) Stops & Opening : 2-2 (All opening on same side) or (as per suitable site ) (ar) Safety device : As per OEM Design Automatic resue device (ARD)/automatic landing device all as specified . (ah) Operation : Car Simplex down collective operation with/without attendant (aj) Two Separate earthing complete all as specified in SSR Part-I , Plate No.3 and with Aluminum strip of size 25x3.15mm from ground to Lift machine room to be terminated to the control panel , machine and other equipment installed in machine room.

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(ak) Machine Room : Loacated above the hoist way (am) AC VVVF drive Full collective control panel (an) Control system shall be closed loop type (ao) Door shall have ACVVVF controlled door operator (ap) Faceplate shape shall be Rectangular and stainless steel in Hairline Finish. (aq) Civil work : Necessary Civil work such as making good disturbed surfaces, modification to landing space to suitable to car size, necessary foundation to machine etc and one white wash coat in the lift shaft after completion of lift installation . (ar) All minor builder work related to the installation of the Elevator (as) Finished and dry hoist way, machine room, pit with complete preparatory work as per the norms laid out in the indian (at) White washing, plastering and adequate measures to prevent water from seeping into the hoist way before start of installation (au) Adequate ventilation for head room with rain protected windows/louvers, Temperature of machine area to not exceed 45 degree Cellsius (av) Lintels, hosting beams/hooks/pit ladder/smoke window as per our requirement as specified in the layout at each landing

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(aw) Full heights facia with the distance between car sill to front wall shaft inside should be more than 1325 mm (ax) To ensure safety at site & avoid falling hazard, a wall/handrail (as per safety standards of construction industry as prescribed by appication Law) on both sides of the stepped path is mandatory before start of our work (ay) Tcar Finish : Rear Mid panel- stainless steel #4 finish -SS 304 Rear Corner panels - Stainless steel #4 Finsh-SS-304 Side Mid Panels - Stainless steel #4 finish -SS-304 Side Corner Panels - Stainless steel #4 finish-SS-304 Front Panels - Stainless steel #4finish - SS- 304 (az) Hand Rails. Stainless steel Mirror Finish Handrails on rear car panels

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(ba) COP-COP for stops = 12 (950mm) in Stainless Steel #4(Hairline) Car position :- Monochrome LCD-Blue Background & White font Dot matrix (LED) Scrolling Display Hall Fictures :- O2000 Pan Type Fixture Hall fictures face plate :- Stainless Steel #4(Hairline) Hall Button arrengements :- LCD Monochrome type Standard Features :- Anti-nuisance Car Call Protection Independent Service (for Duplex only) Overload Device, Nudging,Emergency Car Light Unit Infrared Curtain Door Protection Door Time Protection Emergency Alarm Button, Extra Door Time of Lobby & Parking Door Open/Close Button Manual Rescue Operation Belt Inspection Drive, Auto Fan Cut Off, Car call cancellation OPTIONS INCLUDED :- Car Chime, Emergency Firemen’s Service, Automatic Rescue operation, Voice Synthesizer, Intercom,

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IMPORTANT NOTES :- 1. Cost of dismantling of old lift and deposition to MES store yard is deemed to be included in quoted rates by bidder. 2. Work to be carried out in confirmity with Lift Act & Indian Electricity Act and compliance with IS-732. 3. Contractor quoting bid is requested/adviced to visit the actual site prior to quoting of tender/rates. 4. Dimemsions of Car Size, Shaft overhead and pit has been assessed by the executives on site. However contractor/bidder to measure the same at site and provide undertaking alongwith other documents that the existing structure meets the requirement with respect to lift to be supplied by contractor/bidder. 5. To ensure safety at site & avoid falling hazard, a wall/handrail (as per safety standards of construction/ good engineering practises) on both side of the stepped path is mandatory before start of work. 6. It should be ensured by Garrison Engineer before Commencement of Work that contractor shall have valid Lift License issued by Chief Electrical Inspector Mumbai Maharashtra for Maintenance and erection of Lifts 7. Charges for inspection of Lift by Govt. Lift Inspector or if any shall be payable by the contractor and are deemed to be included in the quoted rates.

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PHASE - I (B&R PORTION) Dismantling of structural steel work including door gates but excluding framed truss etc. complete all as specified and as directed.

1.2

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Dismantling of Aluminium Composite Panel (Sheet) including frame work etc. complete all as specified and as directed.

50

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Excavation in trenches not exc 1.5 mtr wide and n.exc. 1.5m in depth for foundation and getting out in hard/dense soil complete all as specified and as directed.

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Excavation in trenches n.exc 1.5mtr wide and n.exc. 1.5m in depth for foundation and getting out in soft / disintegrated rock complete all as specified and as directed.

1.5

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M&L for PCC 1:2:4 type B-2 (using 40mm graded crushed stone aggregate) as in foundations filling and mass concrete complete all as specified and as directed.

1

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S & F MS TMT bars 10mm dia and over, cut to length, bent to shape reqd, including cranking, bending spirally for hooping for columns and binding with mild steel annealed wire of dia not less than 0.9 mm or securing with clips complete all as specified and directed.

850

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S&F MS TMT bars 6 to 8mm dia, cut to length, bent to shape required, including cranking, bending and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed.

60

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M&L for Ready Mix Concrete design mix RCC M-35 for foundation, including raft footings, foundation beams, plinth beams, bases for column etc., basement slabs, under reamed piles and mass concrete complete all as specified and as directed. (NOTE : RMC manufacturer shall be approved by GE. Design Mix to be adopted for RMC shall be approved by GE.)

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Use and waste of form work to sides of concrete foundation, footings, bases of columns, rafts and raft beams, sides and soffit (if any) of foundation and plinth beams and similar work etc. for flat rough finished surface of concrete complete all as specified and as directed.

20

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Returning filling in soil including spreading, levelling, watering and well ramming in layers not exc. 25cm thick with soil complete all as specified and as directed.

3

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Removal of excavated material i.e. soil to a distance exc. 1.5 Km upto a total distance of 5 Km and deposited where directed at a level not exc. 1.5 meter above the starting point complete all as specified and as directed.

10.5

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M&L for rendering 15mm thick in cement mortar 1:4 on fair faces of brick/concrete surfaces mixed with liquid water proofing chemical as per manufacturers instructions finished even and smooth without using extra cement complete all as specified and as directed. (Note : Liquid Water Proofing Chemical shall be measured and paid separately)

15

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S&F for rolled mild steel conforming to Fe-410W, Gde E-250 quality A as in plates (plain or chequered) channels, square cuts or notched (ordinary and counter sunk) forming holes, without any attachment complete all as specified and as directed.

150

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S&F mild steel Rolled sections conforming to Fe-410W (Gde E-250) Qualilty-A 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 as directed. Note :- Phase-I : Design and drawing of structural frame work including Architectural drawing / RCC frame details complete will be submitted by tenderer duly vetted by NIT / Govt Engineering College. Phase-II : Main Structural work will commence after completing Phase-I.

5100

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S&F for 5mm thick Aluminium Composite Panel (Sheet) of approved colour fixed with screws, cover joints filled with silicon and tape as in semi circular / rectangular sunshade of windows, doors, gate etc or in wall cladding, fixed over frame to shape semi circular / rectangular complete including taking down existing panel if required complete all as specified and as directed. (Note : Frame work shall be measured and paid seperately as supply and fix.)

160

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S&F aluminium anodised framing of square hollow pipe complete all as specified and as directed. (NOTE : Size of Aluminium sections shall be as decided by GE. Actual weight shall be measured and paid)

280

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M&L for Preparation of new surfaces of steel exceeding 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed.

55

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Dismantling of plain or corrugated, steel sheeting, any gauge, thickness in roof covering complete all as specified and as directed.

15

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S & F steel work in tubular trusses including special shaped washer, including tubuler purlins, braces/cross beams, MS base plate to column top with anchoring bolts and base plates to tubular trusses etc. complete all fixing by using ERW or induction butt welded tubes confirming to IS- 1161 - 1979 grade St-240 complete all as specified and directed.

350

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S & F roof sheeting prepainted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws with two corrugation side lap complete all as specified and directed.

15

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M&L for textured heavy duty exterior ceramic tiles of size 300mm X 300mm X 10mm thick laid set and jointed in neat cement slurry and pointed in white or colour cement to match with and including screed bed of 20mm thick cement mortar (1:6) complete all as specified and as directed.

48

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M&L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundations filling and mass concrete including demolition of existing PCC complete all as specified and as directed.

4.8

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M & L for granite 18-20mm thick (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 complete all as specified and as directed.

10

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Supply only liquid water proofing chemical of approved make complete all as specified and as directed.

1

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PHASE - II Servicing/ Maint of passanger lift as mentioned in Serial Item No 1.00 above with the help of one skilled lift mechanic and one helper deputed by OEM or his authorised agent after completion of Defect Liability Period and removal of any fault by repair or replacemnt of any damaged/ unservisable part with new parts, connecting, testing of replaced/ repaired parts and making lift in serviceable condition in minimum possible time all as specified and directed by Engr-in-Charge. In addition, routine and preventive maintenance shall be carried out as described under :

36

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MONTHLY CHECK (i) To turn grese cups for speed governors and compensating pulleys (ii) To check and oil selectors (iii) To top up rail lubricators (iv) To clean ropes oil in necessary (v) To clean PM motor and inspect controller box etc. (vi) To oil electric brake pins (vii) To oil all pins of door operation and door opening mechanisms (viii) To clean hoist way, beams slow down cams, ouside cages, rails and counterweight rails. (ix) To clean, oil and adjust door closer and levers (x) To clean main sheave, secondary sheaves and rope sheaves on car top and counterwiegh top (xi) To clean and repair brake wheels and shoes. (xii) To oil compensating rope tensioning pulleys.

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EVERY HALF YEARLY CHECK (i) To check and repair the operation of safety (ii) To check oil for oil burrers. (iii) To check and clean the hall buttons and contacts. (iv) To check and repair the compendsation chains or ropes. (v) To check and oil the bearing of door motors. (vi) To grease the secondary sheaves, car top sheaves and counterweights. (vii) To check the wear of guide shoes of cars and counter weights

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ANNUAL CHECK (i) To clean the wire connection box of every landing and car cages. Tighten all screws and check the conditions of cables at conduit inlets and oulets. (ii) To check and tighten screws of control panels, starters panels and relay panels (iii) To remove the dust inside the landing indicator switches by electric blower (iv) To test all safety devices (v) To dismantle, clean and and adjust the electro- magnetic brake of gearless machines. (vi) To charge motor oil. (vii) To check and tighten screws and foundation bolts of traction machine, secondary sheaves, exterior of lift frame, guide rail, gude rail clamps and bracket etc. (viii) To test the over current relays. (ix) To provide all labour, materials, tools and transport to carry out annual inspection and load test according to the requirement of the employuer All the scheduled maintenance services descripbed above shall be properly programmed and agreed with the Eningeer-in- Charge in order not to affect operation of the lift systems.

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The Contractor shall also undertake to provide a comprehensive breakdown sevice whereby qualified technicians shall attend to each breakdown as soon as practicable after a breakdown is reported and carry out immediate remedial work at a reasonable speed according to the nature of the breakdown. Any faulty equipment of components shall be quickly replaced. If the Contractor fails to attend the breakdown within four normal workig hours after notification of the breakdown and where remedial work is interrupted during normal working hours for purposes other than obtaining replacements parts, the employer reserves the right to order such action as may be necessary to expedite completion of remedial work which shall be at the contractors expense without abrogation of the Contractors responsibilities. Contractor has to be provide a email address and a contact number for logging emergency complain.Cost of all the spares & parts to be replaced under this item except UPS Battery, Light, Fan shall deemed to included in quoted rate.

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Note : - (i) The above Maintenance shall be done through rep of OEM or authorised agent of OEM. (ii) The Contractor will have to submit MOU (Memorandum of Understanding) with OEM alongwith the tender. (iii) Successful bidder/ contractor will have to submit MOU on stamp paper duly Notarised, as per specified Performa. (iv) All the spare parts of the Lift shall be purchased from the OEM or his authorised distributor only. (v) Any spare parts required to be replaced during the period of 36 months in lift shall be replaced by the contractor within the cost of this item. Nothing shall be paid extra on this account except the following :- (a) Elevator car enclosure. (b) Elevator car and landing door panels/gates. (c) Cabin fans, (d) Dry cells, batteries & LCDs.

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