|
| 1 | Demolition of unreinforced cement concrete/ Bitumenous concrete / WMM (Hardstanding) in ground floors and pavings of any thickness (below or above ground level) by mechanical tools, diamond cutter and removing the debris/ spoil to a distance exc. 1.5 km but n exc. 5 km and depositing where directed at a level n. exc. 1.50 m above the starting point complete all as specified and directed. |
| 2 | Excavation over areas by mechanical means (hydraulic excavator), n exc 1.5 m deep and getting out in soft & loose soil all as specified and directed. |
| 3 | Rolling and consolidating formation surfaces in cutting with 8 to 10 ton power roller complete all as specified and directed. |
| 4 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base using earth obtained from from excavation of earth complete all as spd and directed. |
| 5 | Removing surplus excavated material to a distance exc. 250 m but n exc. 500 m and depositing where directed at a level n. exc. 1.50m above the starting point complete all as specified and directed. |
| 6 | Removing surplus excavated material to a distance exc. 500 m but n exc. 1 km and depositing where directed at a level n. exc. 1.50m above the starting point complete all as specified and directed. |
| 7 | Removing surplus excavated material to a distance exc. 1.5 km but n exc. 5 km and depositing where directed at a level n. exc. 1.50m above the starting point complete all as specified and directed. |
| 8 | Removing surplus excavated material to a distance exc. 5 km but n exc. 6 km and depositing where directed at a level n. exc. 1.50m above the starting point complete all as specified and directed. |
| 9 | Removing surplus excavated material to a distance exc. 6 km but n exc. 7 km and depositing where directed at a level n. exc. 1.50m above the starting point complete all as specified and directed. |
| 10 | M&L for Laying and compacting 300 mm thick in two layers (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade V as specified Table 900-1 of MORTH specifications for Road and Bridge works, 2013, over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MORTH specifications for Road and Bridge works, 2013. |
| 11 | M&L for Laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading laid in one layer as per table 400-13 of MORTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MORTH specifications for Road and Bridge works 2013. |
| 12 | M&L for Providing and Laying Dry lean Concrete (DLC) 150 mm thick of aggregate gradation as per Table 1 of SP 49:2014 having 7 day average compressive strength not less than 7 MPa Minimum cement content not less than 140 Kg/Cum DLC mixed in Batching Plant, transported to site and laid by electronic sensor paver including spreading and compacting usign high amplitude tamping bars of paver (initial compaction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum Dry Density, necessary finishing etc complete all as specified and tolerances to be as per Table 900-1 of MORTH specifications for Road and Bridge work 2013. |
| 13 | M&L for 10 mm thick sand cushion with clean river sand duly clear of residual , organic and deleterious materials spread evenly to uniform thickness laid over DLC layer as specified and directed. (No additionaI amount to be paid for overlap), complete all as specified and directed. |
| 14 | M&L for Supplying and laying 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390 gm/Sqm over sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm complete all as specified and directed. |
| 15 | M&L for Pavement quality concrete(PQC) thickness 225 mm of minimum 28 days field Flexural strength of 45 Kg/Sqcm or 4.5 MPa, aggregate gradation as per Table 3 of IRC 15 2017, coarse aggregate of clean , hard strong, dense non-porous and durable pieces of crushed stone or gravel, fine aggregates of clean natural sand or crushed stone sand or combination of both using minimum 360 kg/cum of cement with non-circular virgin synthetic fibre of 12-18 mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting temperature as 240°C and minimum tensile strength of 300 MPa and at the rate as specified by the manufacturer. PQC laid, spread and compacted with slip-form paver of minimum 7.50 m width , including curing and thining by Texturing cum Curing Machine complete all as specified and directed. Required surface texturing to be done as specified in Clause -10.1.14 and Table 9 of IRC' 15-2017. |
| 16 | M&L for Forming 25 mm width expansion joint in concrete slab for full depth of PQC. Early entry saw and subsequent cutting by using diamond bit cutter of appropriate size. straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. The joint then filled with pre-molded 25 mm thick compressible polyethylene closed cell type filler board as specified there after application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant Placing of closed cell medium density, crossed linked polyethylene foam backup rod of 30 mm dia, over filler board and filled with polyurethane based sealant complying with BS- 5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of+/- 30% having minimum 10 year performance guarantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed. |
| 17 | M & L for Forming dummy/contraction joint with an initial saw cut of 3 mm soon after the concrete has set, upto a depth of 1/3 rd to 1/4 th the thickness of the slab widening the first saw cut to 6 mm and 24 mm deep by using diamond bit cutter of appropriate size straight and smooth edges Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 8 mm dia application of bond breaker tape on top of back up rod for complete width of the joint and filled with polyurethane based sealant complying with BS- 5212 , BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) OF +/- 30% having minimum 10 year performance guarantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed. |
| 18 | M & L for Cutting of construction joints 25 mm deep and 10 mm wide by early entry saw cut using diamond bit cutter of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell medium density, crossed linked polyethylene foam backup rod of 12 mm dia, application of bond breaker tape on top of back up rod for complete width of the joint and filled with polyurethane based sealant complying with BS-5212, BS 4254 and EN- 141875- 2003 with minimum movement accommodation factor (MAF) of +I- 30% having minimum 10 year performance guarantee, applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed. |
| 19 | M&L for preperation of newly concrete surface and applying two coats of colour water base runway marking paint complete all as specified and directed. |
| 20 | Taking down U/S run way light fitting any type capacity and description complete all as specified and directed |
| 21 | Supply, Install, Testing and Commissioning of FAA Certified and meeting ICAO Annex - 14 Requirement Omni-directional Elevated type high intensity Runway Edge light fitting suitable for use with 15W, 6.6 A LED lamp complete with all accessories including 2 pin secondary lead plug 4 sqmm copper suitable for connection with isolating transformer, breakable coupling, mounting assembly, gasket, lamp, lens, filters and CI base plate with 6 nos. stainless steel bolts, spring & plain washer etc confirming to particular specification complete |
| 22 | Supply, Iinstall, Testing and Commissioning of FAA Certified and meeting ICAO Annex - 14 Requirement Omni-directional Elevated type high intensity Runway Central light fitting suitable for use with 15W, 6.6 A LED lamp complete with all accessories including 2 pin secondary lead plug 4 sqmm copper suitable for connection with isolating transformer, breakable coupling, mounting assembly, gasket, lamp, lens, filters and CI base plate with 6 nos. stainless steel bolts, spring & plain washer etc confirming to particular specification complete |
| 23 | Supply, Install, Testing and Commissioning of FAA Certified and meeting ICAO Annex - 14 Requirement Omni-directional Elevated type high intensity Runway End cum threshold light fitting suitable for use with 15W, 6.6 A LED lamp complete with all accessories including 2 pin secondary lead plug 4 sqmm copper suitable for connection with isolating transformer, breakable coupling, mounting assembly, gasket, lamp, lens, filters and CIbase plate with 6 nos. stainless steel bolts, spring & plain washer etc confirming to particular specification complete |
| 24 | Supply, Install, Testing and Commissioning of ICAO Annex - 14 Requirement omni- directional Elevated type low intensity Taxi edge light fitting suitable for use with 10W, 6.6 A LED lamp complete with all accessories including 2 pin secondary lead plug 4 sqmm copper suitable forconnection with isolating transformer, breakable coupling, mounting assembly, gasket, lamp, lens, filters and CI base plate with 6 nos. stainless steel bolts, spring & plain washer etc confirming to particular specification complete |
| 25 | Supply of 6 Sq. mm PVC insulated & PVC Sheathed Stranded copper conductor single core airfield lighting cable of 5 KV grade conforming to IS 1554 Part-II with upto date amendments as required and conforming to particular specifications |
| 26 | Supply of 4 Sq. mm PVC insulated & PVC Sheathed Stranded copper conductor single core airfield lighting cable of5 KV grade conforming to IS 1554 Part-II with upto date amendments as required and conforming to particular specifications |
| 27 | Supply of C. I. isolating transformer housing box, water tight round type, metal container of outside diameter 330mm, height 450mm made of 10mm thick cast iron moulding all round, except top surface, which is 15mm thick,cast iron moulding suitable to receive light fitting base plate/ cover plate on the top & under ground for housing transformer, power cable & having one/two/three nos holes as per site requirement on the periphery centre,75mm above bottom surface suitable to receive one no.of 50mm dia \\"B\\" class GI pipe as required. The box should have two SS earth bolts of M10 x 40mm tapped inside near the hole (4\\" away from the hole centre) and having a drainhole at the bottom suitably tapped to receive 15mm dia, 'B' class GI pipe and having clear opening of 220mm at the top surface and 6 nos. M10 tapped hole having center to center distance of 260mm to receive fitting/ base plate andbolts as required as per the specification etc complete as reqd. |
| 28 | Supply of 5 kV grade 50 Hz isolating transformers, series type encapsulated in neoprene tube rubber with primaryand secondary leads as specified in particular specifications etc complete as required.. |
| 29 | (i) 45 watt, 6.6/6.6 A |
| 30 | (ii) 25 watt, 6.6/6.6 A |
| 31 | Supply of indoor type air cooled Constant Current Regulator of Thyristor control electronic type, suitable for use on 415 V / 240 V Input, supply voltage 50Hz, output power with tapping and output current as details below with 5 stepscurrent variation suitable for local and remote control operation with 24 V / 48 VDC control supply with complete digital output ammeter ( 0 – 30 or 0 -10Amps) over current, open circuit, earth fault protections, earth leakage Meter, & positive back indication equipments with complete 5 kV grade current transformer 20/10/1 Amps and relay contacts as required complete as per specification etc complete as required with following capacity |
| 32 | (i) 20 Kw 6.6 Amp /6.6 amp |
| 33 | (ii) 15 Kw 6.6 A/6.6 Amp |
| 34 | (iii) 10 Kw 6.6 A/6.6 Amp |
| 35 | Supply of 5 kV grade plug and receptacle of type-I Class B connector and suitable for field attachment with 5 kV grade PVC insulated, PVC sheathed single core copper conductor of following sizes cable conforming to the particular specifications etc. complete as required. |
| 36 | Installation of transformer housing boxes with base cement concrete of 1:3:6 of size 630 x 630 x 100mm thick, all round concrete of 1:2:4, 150mm thick, the top finished slope, including providing and fixing of 250mm long 15mm dia. \\"B\\" class GI pipe for drainage of water including excavation of side shoulder (bituminous / cc/soft soil) and refilling (wherever the transformers boxes are not in a line the same has to be aligned in such a way that the centre fall in a straight line) etc. complete as required as per drg. |
| 37 | Supplying and Laying of PVC insulated and PVC sheathed / XLPE power cable of 5 KV/ 11 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required. upto 16 sqmm size |
| 38 | Supply and laying of following size DWC HDPE pipe lSI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (50 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc. , complete as required. (i) 63mm dia(OD-50 mm & ID-38mm nominal |
| 39 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 40 | Providing and fixing 6 SWG dia. G.I. wire on surface or in recess for loop earthing along with existing surface/recessed conduit/ submain wiring/ cable as required |
| 41 | Supply and Fixing dummy plate 300x300x10mm thick with 6 holes including gasket nuts bolts and washers complete all as specified |
| 42 | Excavating over areas exceeding 1.5 m and n exc 3.0 m deep and getting out of soft/loose soil complete all as specified and directed. |
| 43 | Excavating over areas exceeding 1.5 m and n exc 1.5 m deep and getting out of soft/loose soil complete all as specified and directed. |
| 44 | M&L for Cement concrete 1:3:6 type C-2 (40 mm graded aggregate) in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. |
| 45 | M&L for RCC design Mix (M30) using 20 mm graded aggregate in Foundation complete all as specified and directed Engineer-in-Charge. |
| 46 | M&L for RCC design Mix (M30) using 20 mm graded aggregate in walls complete all as specified and directed Engineer-in-Charge. |
| 47 | M&L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, include cranking, bending spirally for hooping for 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 and directed Engineer-in-Charge. |
| 48 | M&L for formwork to sides of concrete foundation, footing etc for fair finished surfaces of concrete complete all as specified and directed Engineer-in-Charge. |
| 49 | M&L for formwork to faces of walls, retaining walls, etc for fair finished surfaces of flat concrete and making fair finished surfaces complete all as specified and directed Engineer-in-Charge. |
| 50 | Returning, filling in spreading, weathering and well ramming in layers n.exc 25 cm thick in soft/loose soil complete all as spd and directed Engineer-in-Charge. |
| 51 | Removing excavated material (Soils) n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. |
| 52 | M&L for Providing precast cement concrete design mix M-30 using 20 mm aggregate as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces complete, adn set in cm 1:4 in walls complete all as spd and directed. |
| 53 | Demolition of unreinforced cement concrete/ Bitumenous concrete / WMM (Hardstanding) in ground floors and pavings of any thickness (below or above ground level) by mechanical tools, diamond cutter and removing the debris/ spoil to a distance exceeding 15 km outside the defence land complete all as specified and directed. |
| 54 | M&L for Soil stabilization of 200 mm sub grade soil by uniform mixing of cement OPC 43 grade/lime/other additive@ 5% cement by weight of soil (Percentage of cement/additives for estimation purposes only Type of additive and, percentage required fo blending to be given in mix design). Item will include pulverization of soil, spreading of additive, blending mix by tractor towed rotovator, addition of water/ drying of mix to required moisture content and compaction using suitable vibratory roller to required 95% Maximum Dry Density, min K value 5 Kg/Sqcm as per pavement speification. Provisions or IRC SP:89-2010 be referred to for this item complet all as spd and directed.(Note :- Cement to be paid separately in supply only item.) |
| 55 | Supply only OP cement in 50 Kg bags (density of dry soil 2.2 Mt/Cum @ 5% of cement / Kg. |
| 56 | M&L for form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work exc 200 mm thick (horizontal or sloping) for rough finished surfaces of flat concrete complete all as specified and directed. |
| 57 | M&L for RCC design Mix (M30) using 20 mm graded aggregate in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the likecomplete all as specified and directed. |
| 58 | M&L for Formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide complete all as specified and directed. |
| 59 | M&L for brickwork with sub- class ‘B’ bricks straight or curved on plan exc 6 m mean radius built in CM 1:6 complete all as specified and directed. |
| 60 | M&L for hardcore broken stones or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 61 | Supply, installation, testing and commissioning of frangible & illuminated wind direction indicator confirming to ICAO Annex 14, volume I and suitable for operation on 230V, 50 Hz, single phase AC supply and consist of following complete as required. (a) 5mtr height FRP frangible pole / mast. The frangibility shall confirm to ICAO Annex 14 & Aerodrome design manual part-6/FAA. The color of pole/mast shall be preferably aviation ellow or red/white. (b) Wind sock assembly complete with slip rings, drum, bracket for drum, bearing, carbon brush with holder etc. (c) Four no 20W nominal capacity LED lamps alongwith amps mounting arrangemnent for outdoor conditions (d) One number LED Aviation Obstruction light having Aluminium cast body and red polycarbonate dome. (e) Internal wiring, provision for remote control operation. (f) Providing and laying suitable cement concrete foundation for installation of WDI as per OEM recommendations. |
| 62 | Supply and laying of following size DWC HDPE pipe ISI market suitable for LT cable 16 sqmm 3.5 Core along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc direct in ground (50 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc, complete as required 63mm dia (OD-50mm & ID-38mm nominal) |
| 63 | Supply and laying & testing UG cable XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (Heavy duty) 1100 Volts grade with stranded aluminium conductor of size 16 sqmm |
| 64 | Supply and fixing 415V 10KA 'B' Curve miniature circuit breaker (MCB) of TPN / FP 40 to 100 Amp current carrying capacity in the DB complete with connection testing and commissioning complete all as specified and directed by Engr-in-Charge |
| 65 | Supply, Installation, commissioning and testing totally enclosed type (silent operation with canopy), static type Diesel Engine driven, Generating set capacity 100 KVA (80KW) 4 wire, 50Hz, 415 volts complete including Engine, alternator mounted on common base plate of rigid fabricated mild steel base frame all as recommended by manufacturer and having following provisions all as specified and directed by Engr-in-Charge. The silensor canopy shall be as per the Central Pollution control Board norms. The silensor canopy shall be manufactured by the manufacturer of the engine itself. The make and the model of generator set to be installed with engine details, alternator specification of silensor canopy shall be approved by GE before confirmed order by the contractor to the manufactuerer.(a) Alternator : Alternator shall be of capacity of 100KVA/80 KW net output at NTP conditions as applicable at power factor 0.8 AC 3 phase, 4 wire, AVR system, Screen protected, Ball / Roller bearing with damp proof copper windings all as specified(b) Diesel Engine : Diesel Engine shall be of adequate capacity suitable for 100 KVA for NTP condition as per relevant IS code having provision of coupling shaft to drive the above alternator indendently after considering the power loss in all the accessories forming part of the set i.e couplings any type FIP, water / coolant cooled, fan etc. Engine should be water / coolant cooled, cold starting, RPM 1500, complete in all respect including all provisions as recommended by manufacturer and following provisions all as specified and directedi) Fuel filter, Oil filter, ii) Safety devices i.e water safety, oil safety iii) FIP systemiv) Radiator v) Electrically starting system consisting of following itemsa) Lead Acid batteries 12 volts, 180AH initially charged b) Self starterc) Start / stop push button, ignition switch with key system d) Battery charging system e) Water temperature gauge, oil temperature gauge, oil pressure gauge etcf) Fuel tank of capacity for 8 Hrs running, with level indicator drain plug.g) S&F rotary type hand operated pump suitable for pumping out diesel from barrel of 200 ltrs - 01 No Note :- PCC foundation of DG set shall be constructed as per manufacturer instructions and rate of the same shall deemed to be included in the unit rate of DG set. |
| 66 | Supply and fix On Load change over switch 415V in sheet metal enclosures 4 pole of capacity 160 Amps. |
| 67 | Supply, laying and testing cable XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 3.5 core 95 sqmm |
| 68 | M&L for sand cushioning laid in trenches for laying of LT UG cables complete Note :- Punned thickness will be considered for measurement |
| 69 | M&L modular bricks common burnt clay building bricks, sub-class 'B' designation-75 for LT UG cable protection complete as specified and directed |
| 70 | S&F GI tubes light grade of dia 100mm with all fitting and fixed complete for protection of LT UG Cables laid to walls or in floors or along with poles etc complete all as specified and directed |
| 71 | Supply, install, testing and commissioning Main LT panel, outdoor type cubical panel board, made out of 3.15 mm thick CRCA sheet, duly powder coated, compartmental design with locking arrangements, weather and vermin proof with proper ventilation slots, IP 52 free standing floor mounted with copper busbar of suitable size for phase and neutral mounted on hygroscopic insulators comprising of the following:-INCOMERi) MCCB 4 pole 160A, incomer, 415V, 50Hz, 25 KA - 01 NoOUTGOINGi) MCCB 4 pole 100A, 415V, 16KA - 01 Noii) Space for mounting of MCCB 4 pole 100A, 415V, 16KA - 01 NoBUSBAR300A rated aluminium bus bar with colour coded heat shrinkable sleeveMETERING INDICATIONi) Ammeter, Digital type, with suitable CTs and selector switch - 02 setsii) Voltmeter, Digital type with suitable PTs and selector switch - 02 setsiii) R-Y-B phase indicating lamp - 02 setiv) Internal wiring with suitable size of PVC insulated stranded copper conductor duly crimped with copper lugs ferruled |
| 72 | M&L for earthing and testing complete with galvanized iron earth plate electrode 60cm x 60cm x 6mm thick buried directly in ground vertically to a depth not less than 2.25M below normal ground level with top edge plate at a depth not less than 1.5M below normal ground level connected to and including earth lead GI strip 32x6 mm dia, by means of bolts and nuts, check nuts and washers etc made of GI and connected to panel / distribution board and earthing test point and earth dolly all as shown in elect plate No 3 of SSR Part-I including necessary earth work, excavation PCC chamber cover with handle (PCC 1:2:4) incl 20mm dia GI pipe of medium grade for watering and 40mm dia GI pipe of light grade for protection of earthing lead, wire, mesh, funnel, charcoal dust, common salt, copper lugs etc all as specified and directed |
| 73 | Supply only ONLINE UPS System of Capacity 100KVA with inbuilt Isolation Transformer having 3 phase input and three phase output with sealed maintenance free batteries of make EXIDE/AMARON/QUANTAS/Standard Furukawa to produce back up of 60 minutes with minimum 115200 VAh inclusive of Angle Iron, painted batteries rack with interconnecting tinned copper cables & copper Thimbles Please Enable Macros to View BoQ information |
