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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.2 LAccepted-AOC D NO 5 13 24 1 BEHIND SAHUWALA CYLINDERS IDA AUTONAGAR VISAKHAPATNAM 530 012 | VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530012 | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹45.3 L+₹6.0 L (15.3%)Rejected-Finance 11 SANJIV BAUG SOCIETY NEW SHARDA MANDIR ROAD PALDI AHMEDABAD GUJARAT 380007 | AHMADABAD | GUJARAT | 380007 | L2 | Rejected-Finance Not Being L1 | |
| 3 | L3₹45.6 L+₹6.4 L (16.2%)Rejected-Finance 45 58 5 15A AKSHAYA NARASIMHANAGAR VISAKHAPATNAM 530 024 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530024 | L3 | Rejected-Finance Not Being L1 | |
| 4 | L4₹54.3 L+₹15.0 L (38.3%)Rejected-Finance | L4 | Rejected-Finance Not Being L1 | |
| 5 | L5₹58.4 L+₹19.1 L (48.6%)Rejected-Finance 1 128 A SECOND FLOOR MOHAMMADPUR NEAR BHIKAJCAMA PLACE NEW DELHI 110066 | NEW DELHI | NEW DELHI | DELHI | 110066 | L5 | Rejected-Finance Not Being L1 |
Tender Value
₹67.9 L
EMD Value
₹1.3 L
Closing Date
17 Jul 2020, 6:00 pmClosed
GE I DM
Naval Dockyard Visakhapatnam 530014
Special repairs / replacement of 01 No goods lift 3000 kg against BER at Wecors bldg No 25B and comprehensive maint at ND V
2020_MES_353942_1
SSGE/8297/E8
Open Tender
Electrical and Maintenance Works
Item Rate
180 days
Naval Dockyard Visakhapatnam
As per tender documents
7 documents required · 7 mandatory
₹1,000
GE I DM ND
₹1.3 L
Yes
30 Apr 2021
18 Jun 2020
23 Jul 2020
18 Jun 2020
17 Jul 2020
3 Jul 2020
Amount
PHASE -I : SCHEDULE 'A' PART-I [ B/R WORKS]
Dismantling floor hearth or wall tiling including cement mortar bedding (but not backing) and removing the debris away from the Dockyard premises complete all as specified and as directed.
M & L for 25mm thick cement concrete type 'B-0', 1:2:4 using 12.5mm graded stone aggregate as in flooring complete all as specified and as directed.
M&L Non skid ceramic tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm in floors etc, set and jointed in neat cement slurry and pointed in coloured cement to match including 10 mm thick screed bed or bedding layer for laying tiles in CM:1:6 complete all as specified and as directed
M&L for coloured glazed ceramic tiles 350 x 250 x 7-8 mm thick in dado set and jointed in neat cement slurry and pointed in coloured cement to match fixed over and including 15 mm thickrendering in CM 1:4mm thick complete all as specified and directed.
Taking down cement plaster on brick walls etc., including racking out joints hacking for key scrubbing down with water etc., complete all as specified and as directed.
M&L polymer modified cementious bonding coat, prepared and applied on the concrete /masonry surfaces with I part of Styrene butadyene rubber latex emulsion (SBR latex) with 4 parts of water and 6 parts per cement by weight coverage of SBR latex-0.25Ltr/sqm for one coat complete all as specified and directed. [Make of SBR emulsion/latex : Sika, Fosroc, STP, Dr sunanada BASF, star coatings] [Note : SBR latex shall be measured and paid separately]
M&L rendering 5 mm thick in CM (1:3) using SBR latex emulsion & 4% by weight of cement all as specified on fair faces of brick or concrete surface of wall finished even and smooth without using extra cement complete all as specified and directed. [Make of SBR emulsion/latex : Sika, Fosroc, STP, Dr Sunanada, BASF, star coatings] [Note : SBR latex shall be measured and paid separately]
M&L rendering 5 mm thick in CM (1:4) using SBR latex emulsion & 4% by weight of cement all as specified on fair faces of brick or concrete surface of wall finished even and smooth without using extra cement complete all as specified and directed. [Make of SBR emulsion/latex : Sika, Fosroc, STP, Dr Sunanada, BASF, star coatings] [Note : SBR latex shall be measured and paid separately]
Supply only styrene butadyene rubber (SBR) latex emulsion [Make of SBR emulsion/Latex : Sika, Fosroc, STP, Dr Sunanada, BASF, star coatings]
Taking down chowkats or frames exceeding 1.5 Sqm but n exc 4 sqm each (without taking off shutters from the frame) and removing away from site complete all as specified and directed.
Forming jambs etc., to opening in brick masonry, including (cutting, toothing and properly boding) to old work also facing jointing and pointing to match existing work complete work built in CM 1:6 complete all as specified and directed.
S&F 100mm MS butt hinges medium weight, cold rolled and fixed to framed surfaces and complete all as specified and as directed.
S&F 200mm aluminium anodized barrel tower bolt of extruded section complete all as specified and as directed.
S&F 250mm aluminium alloy, anodized, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminium alloy complete all as specified and as directed.
S&F 125mm aluminium anodized handles, cast type complete all as specified and as directed.
S&F in repairs aluminium powder coated door using Jindal aluminium sections Door chowkat with section (14130) size-101.60mm X 44.45mm X 2.00mm and Door shutter : vertical style with sections(19560) size- (85mmx44.45mmx2.70mm thick), top rail section (19563) size- 85 x 44.45 x 2.0 thick, lock rail section (15964) size - 100 x 44.50 x 2.0 thick and bottom rail section (15964) size 101.6 x 44.50 x 2.50 thick including 5mm thick glass on top panel and partly/fully fixed with 12mm thick prelaminated particles board fixed with aluminium snap beading and rubber gasket. The each shutter to be fitted with 01 No mortice lock complete all as specified and as directed.
Supply and stick solar control film 50 microns thick on glass panes as per manufactures instructions complete all as specified and as directed.
M&L for preparation of newly plastered surfaces of walls and applying three coats of white wash complete all as specified and as directed.
M&L for scraping/taking down existing treatment completely on ceilings and applying three coats of white wash etc., complete all as specified and as directed.
M&L for scraping/taking down existing treatement completely and applying two coats of oil bound distemper over a coat of alkali resistant primer etc., complete all as specified and directed.
M&L for Preparation of old decorated surfaces and applying one coat of white wash on walls complete all as specified and directed.
M&L for provision of two coats of two component acrylic polymer plastomeric water proofing coating of brush bond RFX of FOSROC in 2mm thick having a 15 Kgs of powder and 5 ltrs of liquid polymer added with 3 ltrs of water applied to cover area of 13 to 14 sqm per 20 kg pack per one coat of 1 mm thick complete all as specified and as directed.
PHASE-I : SCHEDULE 'A' PART-II [ E/M WORKS]
M&L for point wiring complete with 1.5 sqmm single core PVC insulated FRLSH cable 1100 volts grade with multi stranded copper conductor drawn through and including non-metalic rigid PVC conduit and all conduit accessories (concealed) and including provision of 1.5 sqmm PVC insulated copper cable FRLSH as earth continuity conductor, fabricated steel terminal box made out of 1.60 mm thick MS sheet concealed in walls, with 3 mm thick bakelite sheet ISI marked top cover with brass screws and cup washers for housing switches, socket outlets etc including dismantling taking down old unserviceable point wiring and making good to disturbed surfaces all as specified and as directed.
All as per item No. 2.01 above but for one 5 amps socket point independent all as specified and directed
All as per item No.2.01 above but for one 15 Amps socket point independent with 4.0 sqmm cable and 2.5 sqmm earth wire complete all as specified and directed.
M&L for surface wiring with 2 X 6.0 sqmm (Nominal area) single core PVC insulated unsheathed 1100 volt grade multi stranded FRLSH copper conductor cable drawn through in and including FRLSH PVC conduit medium grade with all fitting and accessories alongwith one single core green colour PVC insulated unsheathed 1100 volt grade multi stranded FRLSH copper conductor cable of size 4 sqmm as earth lead and connected to earth dolly including dismantling taking down old unserviceable wiring and making good to disturbed surface all as specified and as directed. (Note :-(i) PVC Conduit with all fittings/accessories shall be measured and paid separately. (ii) Two runs of 6.0 sqmm single core cable, one run of 4.0sqmm earth continuity wire to be measured as one length).
S&F Switch piano flush button single pole one way 5 Amps including dismantling taking down old unserviceable one all as specified and as directed.
S&F Switch socket combination 5 pin 5 amps, 230 V including dismantling taking down old unserviceable one complete all as specificed and as directed
S&F Switch socket combination multipurpose 2-in-1 flush type 3 pin 15 amps and 3 pin 5 amps, 230 v including dismantling taking down old unserviceable one all as specified and as directed
S&F Ceiling rose surface Bakelite, with three terminals including dismantling taking down old unserviceable one all as specified and as directed.
Supply and fix MCB SP 6 to 32 Amps 240 volts of breaking capacity 10 KA 'C' curve including dismantling taking down unserviceable one all specified and directed. [Make Legrand, cat No 4085-96 to 4085-98 or equivalent of schneider/ABB)
Supply and fix MCB double pole, 6 to 32 Amps 240 volts of breaking capacity 10 KA 'C' curve including dismantling taking down unserviceable one all as specifed and directed. (Make Legrand, cat no 4085-96 to 4085-98 or equivalent of schneider/ABB)
S&F MCB distrubution board, IP 43 protection Double door, metal enclosure, SPN 230 volts, 8 way including dismantling taking down unserviceable one all as specified and directed.
Supply and fix LED tube batten, 18/20 watt, 230 volts, 4 feet long, complete with all accessories internally pre wired including dismantling taking down unserviceable FTL/CFL fitting all as specified and directed.
Supply only 25 mm dia medium grade PVC rigid conduit with all fittings and accessories of PVC RIGID CONDUIT (like Tee, bend etc.) complete all as specified and directed.
PHASE -I : SCHEDULE 'A' PART-III [LIFT]
Design, supply, installation, test and commissioning of 3000 Kgs (3.0 Ton) goods lift electrically operated micro processor based with gearless traction unit and VVVF (variable voltage & variable frequency) drive complete with manual collapsible gate as Car door and manual collapsible gate as landing doors. Car enclosure made out of 1.5 mm thick stainless steel moon rock finish sheet, Full length car operating panel with illuminated push button on stainless steel face plate suitable to carry 3000 kg at a speed of 0.5 M/sec to serve 3 floors (G+2 floors) including all required brackets of car and counter weight, rails and all accessories as per following detail technical specification :- Type : Goods lift Capacity : 3000 Kgs Speed : About 0.5 Meter / Sec Car Travel : G+2 Travel around 7 Meters No of stops : 3 Floor Designation : G, 1,2 Stainless steel 1.5 mm thick sheet moon rock Car enclosure : Finish Car Entrance : Manual collapsible gate Car platform 2000 mm wide x 3000 mm deep
Clear Entrance : 1500 mm wide x 2000 mm height Hoistway required : 2900 mm wide x 3300 mm deep (clear in side) Machine : Traction Operation : Full collectice controller Drive : ACVVVF Signals : Emergency alarm bell up/down, direction indicators, digital position, indicator in car & landings, emergency stop etc. Main supply system : 440/415 volts, 3 phase, 50 Hz AC Auxilary supply system : 220/230 volts, single phase 50 Hz AC Motor/Gear : Gearless traction machine Ropes : USHA MARTIN Controller : Microprocessor based Automatic rescue device : To be provided other standard fixtures and fitting like guide rails, sheaves, countr weights with guards, buffers, gear unit breakes, control panel, locks, governor, car operational panel, power, control and trailing cables complete.
Supply and laying and connecting up in trenches and or fixing or passing through pipes or fixed to wall/pole 1100 volts grade PVC/ XLPE insulated armoured heavy duty electric cables (conforming to IS :1554(Part- I) / IS 7098 (Part- I) with aluminium conductor of cross sectional area 70 Sqmm x 3.5 core complete all as specified and as directed including taking out old unserviceable work & removing to MES store.
M & L for Earthing complete with galvanised steel pipe electrode, 40 mm bore, medium grade , 2.5 mtr long burried directly and vertically in ground with top edge at ground level after making manual bore hole of size not less than 300 mm dia and 2.65 Mtr long using suitable mechanical drilling rig or manually (for drilling near the specified location, connected with galvanised steel earthing strip 32 x 6mm all as shown in Plate No-2, connected to the earthing test point, concrete pit in PCC 1:3:6, type C-2 with RCC precast pit cover slab 400mmx400mmx80mm thick with handle for lifting made out of 8mm dia MS rod, wiremesh, charcoal and salt in alternate 150mm thick layers around CI earth pipe, including necessary returning filling in & removal all as specified or indicated in SSR Part-I, including testing to achieve earth resistance value as per IS specification on completion [Note: (i) Earth strip beyond 7.5 shall be measured and paid seperatly]
Supply and fix earth continuity conductor of main earthing lead fixed to wall or batten of recess or chases or burried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situtation for loop earthing etc., as required 32 x 6 mm galvanized iron strip complete all as specified and as directed.
Desmantling of old unserviceable existing BER lift complete in all respect from lift shaft/well & machine room and same shall be deposited to MES store yard with proper taking complete all as specified and directed. Note :- Transportation cost deemed to be included in quoted rate.
PHASE -II (SCHEDULE `A'- PART-IV (ARTIFICIAL LOAD TESTING ON LIFT)
Testing of lift using artificially load at six months interval during defect liability period and submit test certificate from Govt Authorised Agency complete all as specified and as directed. Note : (i) Artificial Load shall be provided by department. (ii) Handling of artifical load from department store to site and necessary vehicle and labour shall be provided by contractor and after testing of lift same shall be returned to store in original.
PHASE -III (SCHEDULE `A'- PART-V (COMPREHENSIVE MAINTENANCE & ARTIFICIAL LOAD TESTING ON LIFT FOR FIRST YEAR AFTER EXPIRY OF DEFECTS LIABILITY PERIOD UNDER PHASE – I)
Comprehensive maintenance of electrically operated goods lift of capacity 3000 Kgs all as mentioned vide Serial Item No. 3.01 & 3.02 of BOQ complete all as specified and as directed.and all specified in PS and for First Year after expiry of Defects Liability Period.:- Notes: i) Preventive maintenance consists of carrying out routine check by skilled personnel as specified in Particular specifications and as recommended by Engineer-in-Charge and lubricating to all moving parts, topping up of oils as per Lubrication chart. ii) Breakdown maintained consists of attending to the faults that may occur and carrying out necessary repairs to electrical and control circuits and mechanical components of the lift that may occur during the operation. iii) Fortnightly, quarterly maintenance registers shall be maintained and signed by site engineer and contractor. iv) Physical load testing shall be arranged by the contractor to the lift directed by the Enge-in-Charge. v) Technical staff having sound knowledge and well experience in maintenance of lift shall be attended at the time repair/break down and other staff as per maintenance operation mentioned in particular specification for comprehensive mantenance of lift. All the staff employed for maintenance will be reported to AGE E/M office and will give the progess duly entered in the registers/maintenance operation chart.
vi) The quoted rate shall be deemed to be included the above aspects and for consumables such as timerly topping up/ replacement of gear oils, acrylic covers, fuses, copper cables, hardware like bolts, nut, emery papers, grease, waste cotton, stationary and other miscellaneous minor parts which are required for smooth maintenance of lifts. , Note :- Comprehensive maintenance shall be commenced after sucesssful completion of defects liability period i.e from the date of completion of the work phase-I
All as per item No. 4.01 above but during 1st year after defect liability period under Phase-I
PHASE -IV (SCHEDULE `A'- PART-VI) (COMPREHENSIVE MAINTENANCE & ARTIFICIAL LOAD TESTING ON LIFT FOR SECOND YEAR AFTER EXPIRY OF FIRST YEAR COMPREHENSIVE MAINTENANCE)
All as per item No. 5, 5.01 & 5.02 above but for second year after expiry of first year comprehensive maintenance, for lift all as mentioned vide Serial Item No.3.01 & 3.02 of BOQ
All as per item No. 4.01 above but during 2nd year after defect liability period under Phase-I
PHASE -V (SCHEDULE `A'- PART-VII) (COMPREHENSIVE MAINTENANCE & ARTIFICIAL LOAD TESTING ON LIFT FOR THIRD YEAR AFTER EXPIRY OF SECOND YEAR COMPREHENSIVE MAINTENANCE)
All as per item No. 5, 5.01 & 5.02 above but for third year after expiry of second year comprehensive maintenance, for lift all as mentioned vide Serial Item No. 3.01 & 3.02 of BOQ
All as per item No. 4.01 above but during 3rd year after defect liability period under Phase-I
Omega Elevators
Velox Engineering Solutions Pvt Ltd
L T ELEVATOR PVT.LTD.
M/s Dhapola Elevator and Engineering
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