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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.1 LAccepted-AOC | L1 | Accepted-AOC Bidder quoted L1 rates | |
| 2 | L2₹40.6 L+₹3.3 L (8.90%)Rejected-Finance | L2 | Rejected-Finance Bidder not quoted L1 rates | |
| 3 | L3₹42.8 L+₹5.6 L (15.0%)Rejected-Finance COLABA MUMBAI | L3 | Rejected-Finance Bidder not quoted L1 rates | |
| 4 | Rejected-Technical 1 NEAR AKBARIYA MASJID WIMBERLYGUNJ SOUTH ANDAMAN ANDAMAN NICOBAR 744206 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744206 | - | Rejected-Technical Not enlisted in required category as per NIT | |
| 5 | Rejected-Technical | - | Rejected-Technical Since Unenlisted and documents as per NIT not uploaded |
Tender Value
₹36.9 L
EMD Value
₹75,000
Closing Date
29 Apr 2025, 6:00 pmClosed
COMMANDER WORKS ENGINEER PUNE
HEADQUARTERS COMMANDER WORKS ENGINEERS GEN CARIAPPA MARG, PUNE-411 001
84834 SPECIAL REPAIRS OF LIFT AT 1 RS ROAD UNDER AOR GE (NORTH) PUNE
2025_MES_702274_1
84834 CWE PUNE
Open Tender
Electrical and Maintenance Works
Item Rate
123 days
GE (NORTH) PUNE
AS PER TENDER DOCUMENTS
9 documents required · 9 mandatory
₹500
GE (NORTH)
₹75,000
Yes
24 Jun 2025
22 Mar 2025
6 May 2025
22 Mar 2025
29 Apr 2025
15 Apr 2025
Amount
PHASE - I (E/M PORTION) Proof checking of one Bldg of G+1 structure for lift at 1 RS Road under AOR GE (North) Pune as per requirement and considering IS : 18299 : 2023 from IIT / NIT / Govt. Engineering College all as directed by Engr-in-Charge. (Note : Contractor shall submit the Proof Checking Report to GE for approval within 30 days from the date of Commencement shown in W.O. No. 1)
Supply, install, testing and commisioning of 6 passanger lift suitable to serve G+1 storey including dismantling of existing lift and depositing to MES Store yard complete all as specified below :
Type of Lift : 6 passenger Load capacity : 408 Kg Speed : 1 m/s with single speed motor Power supply : 415/230 Volt, 3 Phase, 4 wire AC, 50 Hz Type of Drive : AC variable voltage & variable frequency : AC VVVF with closed loop complete with all standard accessories Type of Machine : Machine room less and 06 HP gearless motor with stand (Located in shaft on top of guide rails) Lift Control : Simplex Full Collective with Advance Microprocessor Technology with or without attendant Car Size : 1000mm (L) x 1100 mm (B) x 2200 (H) (Note : To be assesed by contractor on site before quoting tender) New Shaft Dimension : 1600mm (W) x 1600mm (D) (Note : To be assesed by contractor on site before quoting tender) Overhead & Pit :4500mm and 1350 mm (Note : To be assesed by contractor on site before quoting tender)
CAR OPERATING PANEL i. Position : Side wall ii. Half Height Vertical surface mounted iii. Display type : High Resolution Dot Matrix LEDs iv. Face Plate Finish : Resistance Glass v. Button Technology : Normal push button system vi. Car position and direction indicator LANDING OPERATING PANEL i. Position : Wall ii. Installaton : Surface Vertical on wall iii. Button Technology : Normal push buttom system CAR CABIN (i) Door Opening : One (Center opening) with clear opening of about 700mm and 2000 mm high and DC door operator (ii) Door & Front : Big vision Glass door with SS frame having Hairline Finish (N-304)(iii) Side Wall : SS with Hairline Finish (N-304)(iv) Rear Wall : SS with Hairline Finish (N-304)(v) Ceiling : SS with Hairline Finish (N-304) & Square Spot (2 x 7 watts LED light)(vi) Mirror : Rear Wall ; Half Height par width ; center 500mm(vii) Handrail : Rear Wall ; Straight with curved ends: SS with Hairline finish (N-304)(viii) Skirting : Flushed type with SS Hairline finish(ix) Floor : Marbonite/ Granite 10 mm thick(x) Door Operation : Automatic
SPECIAL FEATURES (i) ARD Backup (ii) Battery operated Emergency Alarm & Emergency light (iii) Overload Device with warning feature in car (iv) Emergency Fireman Switch : One per lift to be installed at ground floor near landing door or loc as decided by Engr-in-Charge (v) Infrared Curtain Door Protection (vi) Automatic Return to Main Floor (vii) Intercom Unit : 02 Nos (01 x Car Cabin, 01 x Ground Floor) (viii) Manual Rescue Operation Feature (ix) Audible device to indicate the floor level and opening/closing of door. (x) Terminal Buffers : Special Spring buffers. (xi) Car & Counter weight guide : Guide rails of 'T' section mild steel as per OEM Design. (xii) Travel Height : 10 Mtr (xiii) Car Ceiling type : Square spot, CD-41, Stainless steel (xiv) Fire Men Switch : Ground Floor (xv) Stops & Opening : 2 sides (As per site requirement) (xvi) Face plate shape shall be rectangular & Stainless steel in Hairline finish. (xvii) Earthing : 02 Nos all as per Plate No. 3 of SSR Part-I with aluminium strip of size 25 x 3.15mm from ground floor to be terminated to control panel and other equipments.
IMPORTANT NOTES FOR SER. ITEM NO. 2.00 ABOVE :- 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.
PHASE - I (B&R PORTION) Dismantling of structural steel work of any description including door gates but excluding framed truss etc. complete all as specified and as directed.
Dismantling of Aluminium Composite Panel (Sheet) including frame work etc. complete all as specified and as directed.
Excavation over areas not exc 1.5 mtr deep and getting out in any type of soil complete all as specified and as directed.
Excavation over areas exc 1.5 mtr deep but not exc. 3.00 mtr deep and getting out in any type of soil complete all as specified and as directed.
M&L for PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in foundations filling and mass concrete complete all as specified and as directed.
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.
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.
M&L for Ready Mix Concrete design mix RCC M-30 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.)
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 fair finished surface of concrete complete all as specified and as directed.
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.
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.
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)
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.
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- Main Structural work will commence only after completing & approval of proof checking report by GE under BOQ Ser Item No. 1.00.
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.)
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)
M&L for Preparation of new surfaces of steel of any description 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.
Dismantling of plain or corrugated, steel sheeting, any gauge, thickness including Nainital or Similar pattern in roof covering complete all as specified and as directed.
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.
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.
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.
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.
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.
Supply only liquid water proofing chemical of approved make complete all as specified and as directed.
PHASE - II Servicing/ Maint of passanger lift as mentioned in Serial Item No 2.00 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 of Phase-I 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 :
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
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.
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 complaint.Cost of all the spares & parts to be replaced under this item including Elevator car enclosure, Elevator car and Landing Door panels / gates, cabin fans, dry cells, batteries & LCD's etc. shall deemed to included in quoted rate.
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.
J B ELECTRICALS (BID ID -3283586)
Monarch Enterprises (BID ID -3285463)
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