Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 CrAccepted-Finance | ₹6.6 Cr | L1 | Accepted-Finance Accepted
being L1 |
| 2 | L2₹6.9 Cr+₹30.6 L (4.63%)Rejected-Finance NOT SPECIFIED | ₹6.9 Cr+₹30.6 L (4.63%) | L2 | Rejected-Finance Rejected
being L2 |
| 3 | L3₹7.0 Cr+₹41.3 L (6.23%)Rejected-Finance BLDG NO 22 2079 COAST GUARD ROAD NEAR COAST GUARD FAMILY ACCOMMODATION MUNDAMVELI PO PALLURUTHY VII ERNAKULAM 682 507 | ERNAKULAM | ERNAKULAM | KERALA | 682507 | ₹7.0 Cr+₹41.3 L (6.23%) | L3 | Rejected-Finance Rejected
being L3 |
| 4 | L4₹7.7 Cr+₹1.1 Cr (17.0%)Rejected-Finance 602 6TH FLOOR BNG HOUSE D N ROAD FORT MUMBAI 400001 | MUMBAI | MUMBAI | MAHARASHTRA | 400001 | ₹7.7 Cr+₹1.1 Cr (17.0%) | L4 | Rejected-Finance Rejected
being L4 |
Tender Value
₹7.1 Cr
EMD Value
₹6.8 L
Closing Date
4 Feb 2020, 6:00 pmClosed
CE NW KOCHI
CE NW KOCHI, KATARIBAGH,NAVAL BASE.P.O,KOCHI-04
ADDNS AND ALTNS AND SPECIAL REPAIRS TO BUILDING NO P-102 AT INS GARUDA KOCHI
2019_MES_310395_1
890931/E8
Open Tender
Civil Works
Lump-sum
540 days
KOCHI
AS PER NIT
7 documents required · 7 mandatory
₹3,000
GE NW KOCHI
₹6.8 L
Yes
27 Feb 2020
30 Dec 2019
6 Feb 2020
30 Dec 2019
4 Feb 2020
11 Jan 2020
31 Dec 2019 - 4 Jan 2020
Amount
Total amount of Sch 'A' part-I (Buildings & Works)
Total amount of Sch 'A' part-II ( Excavation/Earthwork & Site CLEARENCE)
Total amount of Sch 'A' part-III (Addn/Altn and Special repairs to B/R works)
Total amount of Sch 'A' part-IV (Internal Electric Supply)
Total amount of Sch 'A' part-V (External Water Supply)
Total amount of Sch 'A' part-VI (External Electric supply)
Total amount of Sch 'A' part-VII (Road,Path and Culvert)
Total amount of Sch 'A' part-VIII (Lightening protection)
Total amount of Sch 'A' part-IX (Stand by DG set)
Total amount of Sch 'A' part-X (Fire Alarm and Fire fighting)
Sch 'A' Part- XI (MISCELLANEOUS) Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only.
Boring for under reamed piles of 500mm dia to any depth through any type of soil/strata including removal of bored materials to place outside MD land all as specified and as directed Note:- 1.The rate shall include mobilisation,erection,dismantling and demobilisation of equipment for pile boring including all labours and material. Nothing extra shall be payable for mobilisation of equipment seperately. 2. For piling work suitable drilling rigs ie, Rotary drilling rigs, Truck/Tractor mounted are to be deployed due to tech considerations to limit any damage to exisiting structures and to property in close vicinity and also to centre the pile close to the boundary of defence land. Thus the drilling rigs will be approved by GE before deployment of same for executing the work. 3. The rates include for any diamension of under - reaming up to 2 1/2 times the diameter of the bore holes.
CRS/HCRM/CRM TMT bars 10mm dia and over cut to length, bent to shape required including bending spirally for hooping for piles, columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete including stirrups more than 10 mm dia all as specified and as directed by Engr-in-Chrge.
CRS/HCRM/CRM TMT bars 5mm to 10mm dia for stirrups, spacers and binders cut to length, bent to shape required including bending spirally, hooping for piles, columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified.
RCC with ready mix concrete(RMC) M30 grade in under reamed pile of any length/any sections complete using minimum quantity of cement 400 Kg/Cum all as specified and as shown on drg including non destructive integrity test on all pile as per IS 2911 part IV. Note:-(i) Reinforcement shall be measured and paid separately under relevant items
RCC with ready mix concrete(RMC) M30 grade with admixture (using 20 mm graded stone aggregate) in foundation, footing, plinth beam, grade beam including pile caps complete all as specified . Note:-(i) Reinforcement shall be measured and paid separately under relevant items
PCC (1:4:8) type D2 using 40mm graded stone aggregate for concrete layer below pile caps/grade beams and foundation complete all as specified and shown on drgs.
Carrying out initial load tests on test piles of dia 500mm as per standard procedure laid down in IS-2911 including compressive strength including construction of test cap, dismantling the cap after the test and clearing the site and maintaining complete records of load settlements etc. as specified and directed by GE and submission of reports for 2.50 times the design load specified in drawings in non-working areas in the vicinity complete all as specified and directed.
Carrying out routine load test (working pile) as per standard procedure given in IS - 2911 (Part IV) -1985 for 500 mm dia.
Conducting Standard Penetration Test all as per IS.2131 at levels and locations as directed for under reamed bored piles.
Excavating in trenches n.exc 1.5 m wide and n.exc 1.5m in depth for foundation and getting out in soft/loose soil complete all as specified and as directed by the Engr-in-Charge.
Excavating over areas in trenches n.exc 1.5m in depth for foundation and getting out in soft/loose soil complete all as specified and as directed by the Engr-in-Charge.
Returning filling in including spreading watering in layers not exc 25cm thick in soft/loose soil all as specified.
Removing excavated material to a distance exc 1.5KM but n.exc 5.0 KM and depositing where directed at level n.exc 1.5m above the GL complete all as specified.
Use and waste of formwork to sides of foundation, plinth beams, pile caps etc for fair finished surfaces of concrete using steel formwork complete all as specified and directed.
ADDN/ALTN AND SPECIAL REPAIRS TO B/R WORKS:- Material and labour for preparing old steel surfaces and applying two coats of anticorrosive epoxy paint over a coat of appropriate primer all as specified and as directed by the engineer-in-Charge.
Material and labour for preparation of new steel surfaces exceeding 10 cm in width or girth and applying two coats of VX-polymer based anticorrossive base coat GIO protect marine or equivalent all as specified and as directed by the Engineer-in-charge.
Taking down carefully existing manually operated multi leaf hanger door shutters and Design, supply ,erection and commissioning of structurally independant electromechanically power operated sliding multi leaf door for hangar of size 48x10m in 12 equal leaf complete This door fabricated by using MS channels, angles, I section, tubular section etc with total coated thickness of 0.50mm Galvalume sheet [Coated thickness is as per coating class AZM210/AZ70, 28.60 micron on each side]cladding all as per approved specification, designs, drawing direction of the Garrison Engineer. Make for galvalume sheet :- Lloyd/Tata Blue Scope/JSW
Specification of the gate are follows:-Total opening to be divided into twelve equal panels in longitudinally. Of twelve panels,set of six panels to be opening on either side of the bay. Each panel supported at top & bottom on 300mm dia 75 mm ball bearing wheels 04Nos (02 at top and 02 at bottom) welded or bolted to the door frame. Sliding door shall be fabricated with heavy duty mild steel sections of desired RHS as main member, RHS in middle member and braced with SHS outside precoated galvanized iron profile sheet 0.5 mm thickness cladding, Bottom track using CR 50R rail welded to ISMB 200 x 75x 5 mm which is properly grouted into the floor. Top&bottom Bottom rail shall run along the opening and extend upto parking bay of the gate. Top guide track of ISMB 200 welded to the structure which guides the panels along the opening at top door support structure (at which top door guide ie beam 150 shall be fixed) till parking bay & ends coloumns to support top door support structure.
12 sets of three phase electric motor of minimum capacity 5 HP for efficient driving of the door with a speed of 6 to8 meters minute. Electric operation of each door panel shall be carried out from a control panel with MCBs stays emergency stop function in each door drive units mounted at the extreme end of the door opening.Provision should be kept for manual operation during power failure by designing the gear box.Each door control panel shall be provided with a flashing light that shall start & continue to operate during the time door is in operation.
Civil work required for installation of gate includes strengthening of foundation, concreting of grouting,painting of enitre door with epoxy paint of approved shade over epoxy primer etc complete NOTE: 1.The cost of gates include :- (a) All civil works (b) Power supply with operation control panels (c) All nuts bolts, hardware, cable carriers, festoons (d) Switches for forward-reverse& stop function with LED limit (e)Endstop to be provided for avoid any risk after door stopped via limit cut (f) 36 months warranty from date of handing over the work Make of doors:- (a) kanti Automatic Systems, New Delhi (b)Jugapro, Gurugram (c) Gandhi Automations pvt ltd, Mumbai The specifications above are for general description only. The detailed specifications including that for drive system for each door panel shall be as per OEM. Design shall be submitted by the lowest bidder after acceptance of contract and vetting of the design from third party(IIT, NIIT etc) will be done during execution stage. Gate to be installed without disturbing the existing structure . Clear door opening of the hangar shall be 48m when the doors are open.
EPU FLOORING:-Material and labour for Surface preparation by cleaning the surface and removing any dust, unsound or contaminated material, plaster, oil, grease, corrosion deposits or algae, oil and grease deposits by mechanical means [Floor to be cleaned by using all mechanised equipment such as scrubbers sanders, hot blowers, vaccum cleaners and moisture test machine etc] and priming the existing concrete surfaces with epoxy primer using NITOPRIME-25 (FOSROC LTD ) OR CIPOXY-15 (CIPT LTD) on clean and dry surfaces, applied in a thin continuous film using roller all as per manufacturers instructions and as directed by Engineer in charge.
Material and labour for Covering surface undulations upto 5mm to 25mm (averaging 15mm) using EXPOCRETE EC (FOSROC LTD) a resin rich mortar all as per manufacturers instructions and as directed by Engineer in charge. There after application of primer as per Item No.21 catered herein before.
Material and labour for Remaining the concrete un sound layer mechcanically with the new cut perimeter to the depth of oil penetration and applying the bonding material with NITOPRIME - 5 (FOSROC LTD) OR CIPOXY - 15 (CIPY LTD) and filling with NITOFLOR LEVELCRETE (FOSROC) and to make good surfaces for receiving EPU flooring system complete all as specified and as directed by the Engr-in-Charge. Note : Patches surface area not exceeding 3 Sqm, depth of patches n exc 300mm.
Material and labour for providing 5mm self levelling EPU system consisting of 3mm thick NITOFLOR EU5 (FOSROC LTD) OR 21N PURPM + 31M OR CIPOTHANESI (CIPY LTD) AND 2mm thick top coat any NITOFLOR EPU 2000 (FOSROC LTD) OR 21 N PURPM + 31 M OR CIPOTHANESI (CIPY LTD)or BASF using a V notch trowel and rolled by spike roller all as specified and as directed by Engineer in charge and as per manufacturers instructions.
Material and labour for cutting and raking out the existing construction & dummy joints of 10mm width and 30 mm depth with a mechanical hand cutting machine and cleaning the joints with vacuum suction etc complete and filling the construction & dummy joints with EXPOCRETE RESIN rich epoxy mortar with priming the joints with NITOPRIME 25 SIKFLOOR 161/CIPOXY 11 an epoxy primer, finishing the applied mortar with steel trowel to the existing floor level etc complete and grinding the prepared joints surfaces using hand grinding machine to achieve the level, then priming the surface of the epoxy topping all along the joints with NITOPRIME 25 (100 mm width) and fixing the glass fibre cloth 50 mm wide on to the primed surfaces while primer is in tacky condition and provide additional coat of NITOPRIME 25 / SIKFLOOR 161/CIPOXY 11 and rolling it with hand roller to remove entrapped air as per manufacturers instruction complete all as specified and directed by Engineer in charge.
Material and labour for Cutting and raking the expansion joint 25 mm wide and 30 mm deep with a mechanical hand cutter machine and cleaning the joints by vacuum suction and removing any dust, unsound or contaminated material, plaster, oil, paint, grease, corrosion depsoits or algae by mechanical means and priming & sealing the slot surfaces with PRIMER 20 using clean dry brush. Applying of COLPOR 200/POLY SEAL 21/MASTER SEAL 474 (between 30 minutes and 2 hours after priming) and mixing and laying PU sealant at the designated joints and sealed using COLPOR 200PF over the backer rod (packed tightly) of dia 32 mm on the filler board 25 mm thick (with HYDROCEL XL) in the Expansion joint pavement as per manufacturers instructions complete all as specified and directed by Engineer in charge.
Material and labour for Cutting, raking out the existing cracked floor to 10mm wide and 30 mm deep on old concrete pavement surfaces by mechanical / hand cutter & cleaning the surfaces and removing any dust, unsound or contaminated material, plaster, oil, paint, grease, corrision deposits or algae & sealing the slot with NITOPRIME 25 9FOSROC LTD)/SIKAFLOR 161 (SIKA LTD)/CIPOXY 11 (CIPY LTD) an epoxy primer, filling the cracks with EXPOCRETE EC/SIKADUR 41 SG/MASTER EMACO 348 resin rich epoxy mortar with steel trowel to the existing floor level etc complete as per manufacturers instruction complete all as specified and directed by Engineer in charge.
Material and labour for providing epoxy coating using NITOFLOR FC 145 as in lines, dashes, arrows etc on hangars and the like n exc 10 cm. Note : 1. The contractor will get the work done through Authorised applicatior of the manufactures of the product. 2. The product used will be of one company as mentioned in Item No 21 to 28. 3. In case of any discrepancy in the product range mentioned of a particular company, the matter will be referred to AO and based on the confirmation of the main manufacturer by the change may be accepted by AO of the product mentioned by the manufacturer. 4. The Tenderer is sensitised to go through the product range mentioned in the tender and check with the manufacturer on availability of product as mentioned and give tender comments.
Supply and fix Anodised aluminium frame work for partition wall with one or more rebates including joining cleat and necessary arrangemnts for fixing etc complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for Preparation the walls and apply with two coat of Acrylic emulsion over a coat of primer including preparation of surface all as specified and as directed by the Engineer-in-Charge.
Material and labour for two coats of antifungal paint over a coat of exterior primer over exterior sealent base coat on newly plastered surfacesof wall including preparation of surfaces all as specified and as directed by the Engineer-in-Charge.
Material and labour for Wet mixed macadam 150mm thick(Compacted thickness) in two layers, each layer 75mm thick using crushed stone aggregate of guage not exc 63mm mixed with screening material sand or crushed screening or mixed mixture of both laid and spread with mechanical paves with sensor and rolled with power roller to level and gradient all as specified and as directed by the Engineer-in-Charge.Note:- Two layers together shall be measured as one unit.
Material and labour for 150mm thick (compacted thickness)DLC with 7 days compressive strength of 10Kg/sqcm with minimum cement content 240Kg/CUM using 40mm graded stone aggregate laid and compacted complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for 300mm thick PQC with minimum flextural strength of 40Kg/Sqcm of concrete and use of fixed form mechanical paver with sesor surface vibrator, vibrating screed and needle vibrator complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for 400 micron polythene film black colour laid over sand layer complete all as specified and as directed by the Engineer-in-Charge.
Supply and fix Aura 600mmdia Turbo Ventilators made of Aluminium with Fluro Carbon Coating with additional fan leaves for efficient removal of warm and stale air with high quality Japanese NSK bearing No:6201 Z & 6202 Z and with suitable base plate made of Aluminium and suitable for installing on metal sheets and aluminium sheets including cutting and making holes of required size on existing roof for fitting the same and properly packing the sides water tightly including scaffolding or similar work to reach the height upto 20 metres etc all as specified and as directed by the Engineer-in-Charge.
INTERNAL ELECTRIFICATION: Supply and fix MCB TP 63 Amps 415 Volt ,rupturing capacity 10 KA ,50 HZ ,IP 20 including all electrical connection and taking down the existing all as specified and as directed by the Engineer-in- Charge. Make:-Indoasian Cat part No - 811198 or equivalent in Havells/ABB/L & T
Supply and fix MCB TP 32 amp 415 Volt ,rupturing capacity 10 KA ,50 HZ ,IP 20 including all electrical connection and taking down the existing all as specified and as directed by the Engineer-in- Charge. Make:-Indoasian Cat part No - 811195 or equivalent in Havells/ABB/L & T
Supply and fix Integral aviation obstruction light fitting comprising of aluminium housing with polycarbonate inclouser including fixing arrangement and connection complete including taking down the existing fittings all as specified and as directed by the Engineer-in-charge. Make:-Bajaj Cat No. BGAV 302 LED or Equivalent in Wipro/philips
Supply and fix Energy saving LED flood light luminaire of system wattage 120 w ,aluminium die-cast housing,powder coated,toughened glass with silicon gaskets for IP66 protection,complete assembly with LED,driver and accessories pre wired up to terminal block,integral control gear compartment with conncector including all electrical connection and fixing arrangements including taking down the existing fittings all as specified and as directed by the Engineer-in-charge. Make:-Bajaj Cat No. BJFL 120 W LED I or Equivalent in Wipro/philips/Crompton Greaves
Supply and fix LED high bay light of 150W IP66 & IK08 protected high bay with PDC housing & toughened glass suitable for ceiling (surface /suspended)mount including all connection including taking down the existing fittings all as specified and as directed by the Engineer-in-charge. Make:- Philips Cat No. BY325P LED 160S CW PSU GR FG NB XTFCL V1 or Equivalent in Wipro/Bajaj
Supply and fix Regal batten universal type. including crystel ultra bright glass 1 x20 Watt LED tube light with double side connection , high luminous efficiency including suitable connection from ceiling rose all as specified and as directed by the Engineer-in-charge. Make :HAVELLS Cat No. REGALBATTENT8UPTO2X22WDSBSWH and CRYSTAL1213T8DSTL20WLED865SGLASS or equivelent in Philips /Bajaj.
Supply and fix Wall mounted fan of 450mm sweep 230 V 50 Hz including all connection all as specified and as directed by the Engineer-in-charge. Make:- Havells Model No -Airboll hi speed or equivelent make Usha /Bajaj
Supply and fix Air circulators of 600mm sweep 230 Volt 50 Hz including all electrical connection all as specified and as directed by the Engineer-in-charge. Make:- Havells Model No -turbo force or equivelent in Usha /Crompton/Orient/Almonard
Supply and fix MCB SPN 32 amp 240 Volt ,rupturing capacity 10 KA ,50 HZ ,IP 20 including all electrical connection and taking down the existing all as specified and as directed by the Engineer-in- Charge. Make:-Indoasian Cat part No - 811152 or equivalent in Havells/ABB/L & T
Supply and fix MCB SP 6-32Amps 240 Volt ,rupturing capacity 10 KA ,50 HZ ,IP 20 including all electrical connection and taking down the existing all as specified and as directed by the Engineer-in- Charge.
Supply and fix MCCB 4 Pole 40A 16KA 415V 50Hz with enclosure including all electrical connection all as specified and as directed by the Engineer-in- Charge. Make :- Indoasian Cat part No 830018 or equivalent in ABB/Havells/L & T
Supply and fix perforated type cable tray size 200mm x 50mmx1.6mm thick 316SS of approved colour with and including all accessories such as bends,tees,drops,riser and fixing accessories such as brackets,hangers etc complete all as specified and as directed by the Engineer-in- Charge.
EXTERNAL WATER SUPPLY: Supplying and laying centrifugally cast(spun)ductile iron pipes of 150mm dia suitable for pressurised water delivery with spigot and socket ends class K-09 confirming to IS-8329/2000(latest version)blast furnace slag cement with portland cement properties suitable for(push on)rubber gasket jointing with inside cement mortar lining and black bitumen external coating duly ISI marked in any length including taking down the existing unserviceable CI pipe complete including testing all as specified and as directed by the Engineer-in-Charge.
All as per Item No 61 herein before but of size 100mm dia.
Material and labour for ISI marked ductile iron socketed fittings supplied as per IS 9523/2000 of class K-12, PN -10 for pressurised water delivery with inside cement mortar lining and outside zinc followed by black bitumen coating for size 100mm dia to 200mm dia such as bends,tapers tale pieces, Tee pieces(single branch)Y junction double branch, cross collars, caps and plug set including rubber ring push on joints complete all as psecified and as directed by the Engineer-in-Charge.
Supply and fix on wall/drawn through pipe 6x1.5Sqmm PVC insulated and PVc sheathed armoured copper cable etc with suitable size of saddles etc complete all as psecified and as directed by the Engineer-in-Charge.
Material and labour for constructing of brick masonry pits of Internal dimensions 1Mx1Mx 1.2M.(Bottom PCC floor of the pit should be minimum 30cm below the bottom surface of sluice valve flange to provide suffcient working space)bottom floor of the pit be constructed in PCC 1:3:6 15cm thick with 20mm graded stone aggregate, inner and exposed surfaces and bottom floor of the pit should be plastered in CM 1:4 15mm thick. The sluice valve and other fittings should be housed in centre of the pit the vertices of the pit should in right angle and chamfered. The top cover of the pit will be made out of MS sheet minium 5mm thick with angle iron frame made out of MS angle 50mm x 50mm x 6mm with galvanised steel hinges two nos and locking arrangement duly painted with two coats of water resistant synthetic enamel paint over one coat of red oxide all as specified and as directed by the engineer-in-charge.
External Electric Supply:- Supply & Install, tesing and commissioning outdoor type floor mounted LT panel suitable for 415V, 3Phase 4 wire, 50Hz AC supply system conforming to IS: 8623/93, floor mounted, factory made, weather and vermin proof, fully ventilated and fabricated out of angle iron 40mm x 40mm x 6mm thick frame work and MS CRCA sheet 3.15mm thick having aluminium busbar of rating 400Amps, three phase and one neutral fixed on isolator and busbar insulated by coloured heat shrinkable sleeves. The outer shell be provided with suitable locking arrangements. The size of the outer shell should be less than 1500mm x 1000mm x 500mm, mounted on angle iron stand made out of size 40mm x 40mm x 6mm grouted in PCC 1:3:6, type C-2, including following gears and suitable size of digital Volt meter & Amps meter with CTs including taking down of old existing panel complete all as specified and directed:- (a) Busbar chamber of 3Phase and 1 neutral 4Strip 415V with 400Amps aluminium strip- 1set (b) MCCB 400Amp 35 KA 4 Pole - 01No (Incoming) (c) MCCB 200Amp 25KA 4 Pole - 02Nos (Outgoing) (d) MCCB 100Amp 25KA 4 Pole - 01No (Outgoing) (e) Volt meter digital 0-500V = 01 (f) Amp meter digital 0-200Amp = 01 (g) Indicator lamp Yellow, Red, Blue - 01Set
STANDBY DG SET : Silent diesel (Acoustic Enclosured as per CPCB II norms) engine driven water cooled radiator type generating set 160KVA/128KW,0.8 pf lagging,1500 RPM, 415 Volt, 3 Phase, 4 wire directly coupled to diesel engine, mounted on common base frame,AVM pads vibration damper with factory made AMF panel suitable for 160 KVA DG set alongwith connected accessories, relays, engine as per BS:5514, ISO 3046 of suitable capacity and alternator of 160 kVA rating as per IS 4722, BS 5000, generator set prime rating as per ISO:8528-5-G2 complete with relay panel for automatic starting on main electric suppply failure, control panel having meters, sound proof canopy with AVR control excitation, power factor 0.8 with suitable rated battery with accoustic enclosure fabricated out of 1.6mm CRCA steel after nine tank process, surface pre treated with foam materials, conforming to IS7888/IS8183 and pure polyester powder coating complete as per CPCB II norms, sound level 75DB (A) at one meter from enclosure surface in free field condition as per ISO:8528-5-G2 suitable for using with AMF system and foundation etc complete all as specified and directed by Engg-in-charge and comprising of the following. Make of Engine: KOEL Green/Greaves Cotton/CUMMINS INDIA LTD/Cater Pillar Make of Alternators: KOEL Green/Crompton Greaves/Stamford/KEL
ACOUSTIC ENCLOSURE: Sheet metal fabricated cope type silent enclosure manufactured on CNC machines as per CPCB norms and powder coated after nine tank process, the enclosure shall be designed for reducing the sound level to 75 DB (A) at a distance of 1 M. Foundation/Plinth/Base: Shall be provided as per manufacturers recommendations, however minimum 0.5 m Space should be available all around the Set and height of plinth shall not be less than 0.5 M. Diesel storage tank:Diesel storage tank of capacity adequate for storage of diesel for 8 hours operation of Gen Set. MISC: Tool kit, Operation and Maintenance catalogue, spare part list, overhauling manuals, guarantee card etc shall be provided as per manufacturer standard practices.
AMF CONTROL PANEL SPECS : (i) Automatic Mains Failure (AMF) Control Panel, factory made shall be able to start up the DG set and transfer the load on to the DG set on mains failure without requiring any human intervention. Similarly on restoration of mains supply, it shall be able to transfer the load to mains supply and switch off the DG set automatically. (ii) The AMF panel shall be an enclosure with IP-53 degree of protection confirming to IS/IEC 0947 (Pt-1)/2007, fabricated from minimum 14 SWG thick CRCA sheet duly pre-treated and aesthetically finished. (iii) The AMF Control Panel shall have the following instruments:
NOTES :- (i) The DG panel and AMF panel shall be complete with internal wiring with suitable size of multi stranded copper cable. The control cables and relays of various panels are included in the scope of this items.(ii) Tools shall be supplied as per manufacturer's instructions and rate quoted is deemed to be included in the cost of DG set(iii) Necessary grouting including mild steel work and anti vibration pad shall be provided by the contractor(iv) First filling of lubricants / engine oil/ Deisel for 10% over loading for one hour in twelve hours duration by artificial electric load test run deemed to be included in the rate quoted for the item.(v) Necessary PCC foundation alongwith one meter plinth protection including connected earth work for installation of DG Set shall be provided as per manufacturer's recommendation and cost deemed to be included in the rate quoted for the same.(vi) Necessary 10% over load test shall be carried out in the presence of Rep of accepting officer/IEM(vii) 2 Nos of chequered rubber Mat (Red colour) heavy duty size of 1 mtr x 2 Mtr x 19 mm with ISI marked complete deemed to be included in the rate quoted for the item.(viii) The contractor shall be carry out all electrical incoming/outgoing connection of cables including cable glands, thimbles, nut, bolt, washers, etc, cable will be measured and paid under respective items of schedule.(ix) Contractor shall submit the complete drawing of DG set with AMF panel which showing the complete drawing, capacities of all controlss, contacts, relays, etc including its make submitted to GE for approval.
Material and labour for preparation of new steel surface over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer all as specified and as directed by the Engineer-in-Charge.
FIRE FIGHTING AND FIRE ALARM: Supply, installation, testing and commissioning of controlled percolated hose in 30M length of 63 mm dia and tested to bursting pressure of 15kg/sqcm with male and female coupling as per IS:901 all as specified and as directed. Make:- NEWAGE/ESSEL/EVERSAFE
Supply, installtion, testing and commisioning of Analog Addressable type Active Loop Repeater (Loop power/external power) Fire terminal , Backlit LCD Display 6x40 characters display,having Controls For Reset, Mute, Accept , Silence alarms and Self Test, with programmable free keys and Duly Approved by UL/FM(repeater panel should be placed in Garuda Fire Station) Make : NOTIFIER/HONEYWELL/MORLEY/EDWARD
Supply, installation testing and commissioning of 2 x 1.5 Sqmm Copper conductor armoured FRLS cable with aluminium sheilding accessories including glanding all as specified and as directed by the Engineer-in-Charge. Make:- FINOLEX/L&T/HAVELLS/ANCHOR
Supply and fix Automatic air release valve 50mm dia suitable for domestic water with 50mm gun metal stop valve complete all as specified and as directed by the Engineer-in-Charge. Make:- LEADER/BIR/KIRLOSKAR/VENUS
Supply and fix Mild Steel class 'C' diesel pump exhaust pipe 150mm dia with one layer of 10mm thick asbestos rope insulation and including all fitting clamp/ structural steel supports complete all as specified and as directed by the Engineer-in-Charge. Make:- TATA/JINDAL/ZENITH/SWASTIK/PRAKASH
Supply and fix signage "EXIT" of bajaj make Cat part No 220208 Model No BESL 03 LED SSDWBB Red (with 2 hours backup) complete all as specified and as directed at site. Make:- BAJAJ/GLOLINE/LITHONIA
Supply and fix 150mm dia size of Strainer Y type conforming to IS all as specified and as directed by the Engineer-in-Charge. Make:- LEADER/KIRLOSKAR/PRIME/NORMAX
Supply, errect, testing and comsioning of 63mm dia long range operation, 360º rotating manually operated water monitor suitable for 100mm dia pipe line with dual jet suitable for water and foam discharge(UL/FM/CE certified or LPCB approved for foam water application, foam liquid containers fitted with listed proportioning, devices 300 ltr of AFFF concentrate (UL) complete all as specified and directed at site. MAKE:- NEWAGE/ESSEL/EVERSAFE. Note for all Items of BOQ and Prepriced Schedule:- The contractor shall provide all Items as per makes specified in schedule , If not specified in schedule then provide as per list of makes specified in PS.
United Sales Corporation
FUTURE ONE FACILITY MANAGEMENT
Star Construction Co.
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .