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| 1 | ROADS |
| 2 | Rolling and consolidating formation surfaces in cutting with power roller exc 8 tonne and n exc 12 tonne complete all as specifed and as directed. |
| 3 | M&L Laying and compacting 200 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade II as specified Table 900-1 of MoRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination there of 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. |
| 4 | M&L WBM 200 mm thick compacted thickness using granite trap or basalt in two layers each layer 75 mm thick compacted thickness with coarse aggregate of grading 2 (63 mm to 40 mm size) or of grading 3 ( 50 to 20 mm size) spread rolled and consolidated to required gradient and camber complete all as specifed and as directed. |
| 5 | M&L preparing water bound macadamsurface by brushing with wire brush for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc., complete all as specified and directed. |
| 6 | M&L Applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.3 kg/sqm on WBM surface as specified in Table 500-5 of MaRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface complete all as specifed and as directed. |
| 7 | M&L for bituminous premix semi dense asphaltic concrete using VG-30 bitumen 40 mm thick consolidated with 5.50% binder content by the weight of total mix rolled and compacted to required camber and gradient complete all as specified and directed. |
| 8 | Removing excavated material exc. 1.50 km but n exc. 5km and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. |
| 9 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and as directed. |
| 10 | STORM WATER DRAINS |
| 11 | Demolition of Brickwork or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars etc., but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed. |
| 12 | Demolition of Concrete in ground floors and pavings n exc 15 cm thickness(below or above ground level) complete all as specified and as directed. |
| 13 | All as per serial item No.9 above but for each additional 1.5 m or part thereof in depth beyond the first 1.5 m |
| 14 | M & L for M-Sand filling under floors or infoundations including watering and consolidation complete all as specified and as directed. |
| 15 | M & L for Plain Cement Concrete Type C2 1:3:6 (40 mm graded aggregate) as in Surface channels and drains complete all as specified and as directed. |
| 16 | Demolition of reinforced cement concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and as directed. |
| 17 | M&L for mild steel TMT bars 10 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips upto 4th storey complete all as specified and as directed. |
| 18 | M&L form work for rough finished surface of concrete to sides of concrete foundations, footings, bases of columns, raft and raft beams side and soffit (if any) of foundation and plinth beams and similar complete all as specified and as directed. |
| 19 | M&L form work for rough finished surface of concrete faces of walls, retaining walls, abutments, parapets and staircase railings and similar work complete all as specified and as directed. |
| 20 | M&L form work for rough finished surface of concrete to soffits & sides of suspended slabs such as roof slab, floor slab, landing and similar work all as specified and as directed. |
| 21 | M&L for Reinforced Cement Concrete M30 (Design Mix) (using 20 mm graded stone aggregate) for slfoundations including rafts, footings, foundation beams, plinthbeams, bases for columns etc all as specified and as directed. |
| 22 | M&L for Reinforced Cement Concrete M30 (Design Mix) (using 20 mm graded stone aggregate) for inwalls, retaining walls, ballast walls and the like any thickness above top of footings, including attached pilasters and buttresses all as specified and as directed. |
| 23 | M&L for Reinforced Cement Concrete M30 (Design Mix) (using 20 mm graded stone aggregate) for slab supported on walls, beams and columns in floors, roofs, landings, balconies, canopies deck salbs and in shelves and the like all as specified and as directed. |
| 24 | M&L for Reinforced Cement Concrete M30 (Design Mix) (using 20 mm graded stone aggregate) for pre castcover slab for drains set in CM 1:4 all as specified and as directed. |
| 25 | M&L for Unplasticised PVC pipes 50 mm bore of pipe of pressure rating 10 kgf/cm2 fixed complete to walls, ceilings or infloors etc., any typeof pipe complate all as specified and directed |
| 26 | Returning, filling in hard/dense Soil, including spreding, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. |
| 27 | Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed at a level n exc. 1.5 m abovethe startingpoint complete all as specified and directed. |
| 28 | SUB SURFACE DRAINS |
| 29 | Supply and lay non woven punched mechanically bonded poly propylene geotextile as per manufacturers instructions complete all as specified.Note: (a) Adjacent rolls of the fabric shall be overlapped a minimum of 450mm.The preceding roll shall overlap the following roll in the direction of the material is being spread.(b) The filter material surrounded by the fabric shall be overlapped a minimum of 150 mm.(c) The overlap will not be measured for payment and the quoted rate is deemed to be included in the rate quoted. |
| 30 | M & L for back fill (Filter media) consists of crushed stone aggregate of size 20mm at top half of the drain depth and 40mm at bottom half of the drain depthsatisfying the grade as per IRC specification for sub surface drainage complete all as specified and directed. |
| 31 | PAVEMENT |
| 32 | M&L for Laying and compacting for 150mm thick (compacted thickness ) WMM laid in two layers of 75 mm each Wet Mix Macadam (WMM) grading 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. |
| 33 | M&L Preparing wet mix macadam surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified and directed. |
| 34 | M&L for Providing and Laying Dry lean Concrete (DLC) 130 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 max imum Dry Density, necessary finishing etc complete all as specified and tolerances to be as per Table 900-1 of MoRTH specification of Road and bridge work 2013.Note: [i] No plus price adjustment shall be made to the quoted rate for excess quantity of cement used beyond 140 Kg/Cum.[ii] Longitudinal and traverse construction joints shall be provide as per MoRTH specifications. The quoted rate shall be inclusive of cutting longitudinal or traverse construction joints including providing this up to full depth of DLC. |
| 35 | Supplying and lay 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390 gm/Sqm over tack coat/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.Note : No additional amount shall be paid for overlap. |
| 36 | M&L for 10mm thick sand cushion with clean river sand duly clear of residual , organic and deleterious materials spread evenly to uniform thickness laid over DLC layer complete all as specified and directed. |
| 37 | M&L for Pavement quality concrete(PQC) of minimum 28 days field Flexural strength of 45Kg/ 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 tining 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 Tabl~ 9 of IRC\" 15-2017 complete all as specified and as directed. |
| 38 | 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, Join cleaned thoroughly with application of compressed air, Joint shall be made dry, vacuum cleaned and free of dirt, oil , vegetation and other debris, The join then filled with pre-molded 25 mm thick compressible polyethylene closed cell type filler board as specified thereafter 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 manufacture complete as specified and directed. |
| 39 | M&L for Cutting of construction joints 25 mm deep and 10 mm wide by early entry saw cut using diamond bid 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. |
| 40 | 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 1/3rd to 1/4th the thickness of the slab widening the first saw cut to 6mm 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. |
| 41 | M&L for Spreading soil and levelling in layers n exc. 25cm thick in shoulders including watering, rolling as required using soil obtained from excavation complete all as specified and as directed. |
| 42 | M&L for preparing surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc., and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. |
| 43 | M & L for painting for taxi ways/Apron marking with two coats retro reflective road marking paint of superior make of Apco Track /fast Track WBR 3427 of Asian/ Berger/ Nerolac/ ITS voating or equivalent paint with Air spray painting equipment using Hoffman H26-2 with two tank 225 litres each capacity model or equivalent equipment including the application of high index glass beads (TTB 1325 type III and having refractive index 1.9 of potters make or equivalent.The surface shall be cleaned throughly off dirt, dust, scales, oil grease etc., before application of the paint. The painting to be applied should have a single coat coverage of 0.50 litre per sqm for paint and 500 grams per sqm of glass beads complete all as specified anddirected. |
| 44 | Surface dressing n exc 15 cm deep in hard dense soil complete all as specified and as directed. |
| 45 | Supply only moorum/red bajri brought from outside MoD land.Note:(i)The contractor has to ascertain the actual lead of moorum required to be brought from outside MOD land by visiting the site & quarry and accordingly the tenderer has to quote the price.(ii) No extra payment is admissible irrespective of what is actual lead involved for the moorum required to be brought from outside MD land. |
| 46 | 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 complete all as specified.Note:(i) The moorum brought from outside MOD land and soil obtained from excavation vide relevant item shall be used. (ii)Power roller/earth compactor of capacity 8 tonne and not exceeding 12 tonne shall be used for compaction. (iv) The embankment shall be finished to required gradient and camber. (v) To arrive finished quantity for payment purpose 5% deduction shall be made for bulkage from quantity computed. (vi) Forming embankment shall be as per MORTH specifications. (vii)A modified proctor density 98% at optimum moisture content for soaked CBR of 3.1% shall be achieved. (viii) Nothing extra shall be admissible on account of work executed as stated above and the contractor shall bedeemed to have taken into consideration the above provisions before quoting his tender. |
| 47 | M & L for 40mmto 100 mm thick cold milling on existing runway flexible pavement surface using milling machine including disposing the waste materials to atleast for 20 KM distance including hire and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental and unforeseen items etc., complete all as specified and as directed. |
| 48 | M & L for Preparing black top surfaces by cleaningwith air compressor,brushing with wirebrushes for removingcaked mud etc. sweeping with brooms andfinally fanning thecleaned surface withgunny bags to removeall loose dirt etc. complete all as specified and as directed. |
| 49 | M&L for Providing and consolidating 75mm thick premix Dense Bituminous Macadam (DBM Grading-II) as profile correction layer using min 4.5% VG 30 grade binder by weight of total mix aggregate gradation as per Grading 2 of Table 500 1 0 of MoRTH specification for road and bridge works 2013, rolled and compacted to required camber and gradient complete all as specified and directed. Note:- If any cracks are visible after milling operation then the cracks is to be sealed as under and the quoted rate is deemed to be inclusive of filling of cracks.(a)For cracks less than 3mm, fog seal is to be done after cleaning the cracked surface using compressed air and slow setting emulsion @ 0.50-0.9 litres/Sqm be applied and sealedusing spraying bar.(b)For cracks more than 3mm upto 6mm, application of the slow setting emulsion is preceded with filling the cracks with crusher dust.(c)For cracks more than 6mm, slurry seal shall be prepared with binder content not less than 9% by weight of aggregate with gradtion as given in PS Clause with addition of min 1% filler in the form of ordinary portland cement. |
| 50 | M&L for Providing and consolidating 50mm thick premix Dense Asphaltic Concrete (DAC-II) using min 5.6% Elastomeric PMB 76-10 binder by weight of total mix aggregate gradation as per Bituminous Concrete Grading 2 of Table 500-17 of MoRTH specification for road and bridge works 2013, rolled and compacted to required camber and gradient asspecified and directed. Note: The cold rolling shall be rolled by using pneumatic tyre roller till the desired surface of DAC layer is achieved irrespective of number of passes and no extra payment is admissible on this account. |
| 51 | M&L for Applying evenly tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.3 kg/sqm on old bituminous surface as specified in Table 500-5 of MaRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface complete all as specified and as directed. |
| 52 | M & L for painting for taxi ways/Apron marking with two coats retro reflective road marking paint of superior make of Apco Track /fast Track WBR 3427 of Asian/ Berger/ Nerolac/ ITS voating or equivalent paint with Air spray painting equipment using Hoffman H26-2 with two tank 225 litres each capacity model or equivalent equipment including the application of high index glass beads (TTB 1325 type III and having refractive index 1.9 of potters make or equivalent.The surface shall be cleaned throughly off dirt, dust, scales, oil grease etc., before application of the paint. The painting to be applied should have a single coat coverage of 0.50 litre per sqm for paint and 500 grams per sqm of glass beads complete all as specified anddirected. |
| 53 | M & L for preparing bituminous surfaces of runway and applying two coats of Painting lines, dashes, arrows, lettersetc., on roads, pavements and the likeexc 10cm wide with water based road marking paint, white or golden yellowwith special applicator machine all as per manufacturers instruction complete all as specified anddirected. |
| 54 | M & L for preparing bituminous surfaces of runway and applying two coats of Painting lines, dashes, arrows, lettersetc., on roads, pavements and the liken.exc 10cm wide with water based road marking paint, white or golden yellowwith special applicator machine all as per manufacturers instruction complete all as specified anddirected. |
| 55 | Taking down the existing DTGM board without disturbing the fittings and refixing the same in the PVC pipe fixed over the PCC platform .Note: Any damage made to the DTGM board, PVC pipes , PCC platform during taking down and refixing, shall be made good by the contractor without any extra cost and the same shell be deemed to be included in the quoted rates. |
| 56 | LIGHTING |
| 57 | supply, installation, Design of CAT-III Airfield lighting system, laying & fixing of AFLS cables, laying of conduits for approx. 30.0 KM of nose wheel maneuvering alignment of Air Craft (for all maneuvenig area, taxi way, runway and including turning all as specified and directed by GE) including details design and drawing as per ICAO annexture 14 DGCA and all the below description and specification acceptable to Naval aviation authorities. This includes the necessary DGPS survey and engineering team to mark the light location as per site location and conditions and turning the lighting compete all as per instruction terms and conditions. Comprises the following:-Note:- (i) The contractor will submit 5 sets of drawings and design of Air field lighting (CAT-III) system.(ii) All work related to laying of conduit for CAT-III and their DGPS survey has to be conducted at initial stage or before the beginning of pavement work in coordination with GE/Station Naval authorities.(iii) DGPS Survey laying of conduit, laying of cables, jointing, fixing of lights and accessories shall be got executed from one of the following firm approved by the Accepting Officer:-(a) M/s TATA Power (SED).(b) M/s AMA PVT Ltd,(c) M/S Honeywell Automation Ltd(d) M/s Three D integrated Solution Ltd,(e) M/s Vardhaman Airport Solution Pvt Ltd, |
| 58 | (f) M/S YPR Engineering Solutions Pvt. Ltd.(iv) Supply laying of conduit, cables, light fittings and all connecting items etc., shall be measured and paid separately in respective BOQ item.(v) 2 to 3 employees surveyor from the (above said firms) should be present at site during the laying of conduit, fixing of light fitting, laying of cable and necessary connection and testing complete as per the approved design and survey.(vi) After completion of CAT-III lighting system, completion drawings of 04 sets and soft copies of CD to be submitted by the contractor to GE/Navy Aviation Authorities. |
| 59 | Supply, install, testing and comissioning of Bi-Directional Elevated High Intensity LED Runway Edge Light Fixture upto 65 W with prefocused LED Module/ LED Modules suitable for series circuit 2.8A to 6.6 A current colours should be emitted from the LEDs, Lights shall be equipped with circling guidance, Brilliancy shall change on all steps as per current provided by CCR and the intensity ratio on all steps shall be as per FAA standard, Fitting shall be provided with clear glass at each side to cover the LED module for main beam and clear glass dome for circling guidance, Each light fitting should have breakable coupling, gaskets, two pin secondary lead plug suitable for connection with isolating transformer, base plate with 6 Nos, M-10 stainless steel bolts, spring & plain washers and other accessories etc. and should meet latest ICAO requirement.[a] White/White |
| 60 | All as per above item but White/Yellow |
| 61 | All as per above item but White/Red |
| 62 | Supply, install, testing and comissioning of LED Taxiway Edge Elevated type light fixtures upto 12 Watts and meeting ICAO requirements LED lamp of series circuit 2.8 - 6.6 Amps current, complete with base plate, breakable coupling, mounting assembly, gasket, blue dome, one 2 pole-plug with leads etc,. conforming to specification as required complete all as specified and directed. |
| 63 | Supply,install, testing and comissioning of Inset Type Bi Directional Runway Threshold Light Fitting complete with bottom box and all accessories including LED Module, lens / filter, reflector etc., complete as required and as specified. |
| 64 | Supply,install, testing and comissioning of Inset Type Uni Directional Runway End Light Fitting complete with bottom box and all accessories including LED Module, lens / filter, reflector etc., as required and as specified. |
| 65 | Supplyinstall, testing and comissioning of 3 Lamps PAPI Unit having suitable arrangement for lamp including lamps assembly, halogen lamps, holder/pins, adjustment legs with breakable couplings, filters, spreader assembly, secondary leads of suitable length, Plugs and dust proof housing with air filter etc., complete with all accessories ready for installation conforming to standard technical specifications and annexure 14 of ICAO with latest upto date ammendments . (Each set consists of complete one unit). |
| 66 | Supply, Lay, testing and commissioning of Airfield Lighting (AFL) 5 KV grade, Single Core, Copper Conductor, Copper shielded, XLPE insulated, and with inner and outer semiconductor, Polyethylene (PE) outer sheathed, Copper Braid, Unarmoured Underground Cable for airfield lighting Primary Circuit, confirming to standard technical specifications suitable for 6 sq.mmcomplete all as specified and directed. |
| 67 | Supply and fix 5 KV grade, suitable for 6 sq mm copper conductor, dry type Plug and Receptacle of type I, class \"B\" primary connector kit with field attachment and suitable for 5 KV grade single core copper conductor, copper braided, XLPE insulated PE outer sheathed shielded cable, complete as required confirming to the technical specification complete all as specified and directed. |
| 68 | Supply, Lay, testing and commissioning of 2C x 4 sq.mm., 600V Grade Flexible Copper Conductor, EPR insulated & CPE (Chlorinated Polyethylene, cross - linked, heavy duty) outer sheath (Black colour) Secondary cable for Airport lighting circuits conforming as specified in particular specification complete all as specified and directed. |
| 69 | Supply, install, testing and comissioning of following rating 5000V, 50 Hz Series Isolating Transformers encapsulated in black cross linked polychloroprene compound like TPE /TPR / TPV with primary and secondary connections suitable to be operated via ILCMS System confirming to specification as required suitable for above mentioned fittings for following applications and compatible to use on ALCMS[a] 200 Watt, 6.6A / 6.6A |
| 70 | All as per above item but 100 Watt, 6.6A / 6.6A |
| 71 | All as per above item but 65 Watt, 6.6A / 6.6A |
| 72 | All as per above item but 15 Watt, 6.6A / 6.6A |
| 73 | Supply install, testing and comissioning of Indoor Type Air Cooled ConstantCurrent Regulator (CCR) of Micro Processor Controlled, Thyristor Type suitable for operation on single phase 230V / 2-phase 400V AC + PE ± 10%, 50 Hz input AC supply with 5 steps variation of current output (2.8, 3.4, 4.0, 5.2 and 6.6 Amp) and able to communicate with PC or PLC controlled system with digital output ammeter (0-10 Amps), over current, over voltage, open circuit and earth fault protection and earth leakage meter, two stage earth leakage detector, positive back indication equipment, hours run counter, LCD display complete as required for the following rating and confirm to specifications enclosed and suitable for operation on the existing Airfield Lighting Control and Monitoring System (ALCMS) with communication, local and remote control and monitoring even and data recording and history keeping etccomplete all as specified and as directed.[a] 2 KW (For Threshold, Approach, Taxiway) |
| 74 | All as per above item but 4 KW (For PAPI Units) |
| 75 | All as per above item but 7.5 KW (For Runway Edge, Turning Pad and End Light) |
| 76 | Supply and fix C.I. Isolating Transformer housing box, water tight round type, metal container of outside size 330mm height 450mm made of 10mm thick cast iron moulding suitable to receive a light fitting base plate on the top and underground housing associated with transformer power cable and having a clear hole centre at one side surface centre 75mm above bottom surface suitable to receive one No/two of 50mm dia \"B\" class GI pipe and including check nuts as required and another hole at 175mm from the bottom of the CI Box to receive one No. 15mm dia \"B\" class GI pipe and check nut as required. The box should have two SS earth bolts of M10 x 30mm tapped inside near the hole (4\" away from the hole centre) and having a drain hole at the bottom suitably tapped to receive 15mm dia \"B\" class GI pipe and having clear opening of 220 mm at the top surface and 6 Nos, M10 tapped hole at the hole centre 260 mm to receive fitting base plate and bolts as required at site complete all as specified and as directed.[a] Single hole type / Double Hole as persite requiremen |
| 77 | Supplyinstall, testing and comissioning of Unidirectional Elevated High Intensity LED Approach Light Fitting suitable for use with prefocused LED Module/LED Modules suitable for series circuit 2.8A to 6.6 A current, colours should be emitted from the LEDs, Brilliancy shall change on all steps as per current provided by CCR and the intensity ratio on all steps shall be as per FAA standard, Fitting shall be provided with front glass before the LED module for main beam, The light fitting should have provision for vertical beam adjustment from 0° to 25° with measuring scale and horizontal beam adjustment at each side from 0° to 20° with measuring scale, Fixture should be supplied with breakable coupling, gaskets, two pin secondary lead plug suitable for connection with isolating transformer, base plate with 6 Nos, M-10 stainless steel bolts, spring & plain washers and other accessories etc., Fixture should meet latest ICAO requirement. Uni-Directional White |
| 78 | Supply of Inset Type Uni Directional Approach Light meeting ICAO requirments LED lamp of series circuit 2.8 - 6.6 Amps current with 12\" dia shallow base and matching body of the fitting, inner body and outer cover made of die cast aluminium complete with pre-focused reflector LED lamps with connected heat resistant accessories, prism assembly, optical assembly, \"O\" ring seal, pressure relief test plug, lense(s), two-pole secondary plug, hardware and all standard accessories and ready for site installation as required and as per the enclosed particular specifications, suitable for operation control and monitoring on existing ALCMS (Airfield Lighting Control and Monitoring System). |
| 79 | Supply and laying of 50mm OD DWC Pipe complete all as speciified and as directed. |
| 80 | Supply and fix Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia medium grade including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc., with charcoal/ coke and salt as required complete all as speciified and as directed. |
| 81 | Supply and lay earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe medium grade from earth electrode including connection with G.I. thimble excavation and re-filling as required complete all as speciified and as directed. |
| 82 | Supply and lay 6 SWG G.I wire at 0.50 Metre below ground level for conductor earth electrode, including connection / termination with GI thimble etc., as required complete all as speciified and as directed. |
| 83 | Supply and fix Earthing with G.I. earth plate required 600mm X600 mm X 6 mm thick including accessories with cover plate having locking arrangement and watering pipe of 2.7 mtr long etc.,with charcoal/ coke and salt as required complete all as speciified and as directed. |
| 84 | Supply and fix 25mm X 5 mm G.I Strip in 40 mm dia GI pipe medium grade from earth electrode including connection with GI nut, bolt, spring washer excavation and refilling etc as required complete all as speciified and as directed. |
| 85 | M&L for construction of Chamber 120 cm x 120 cm x 100 cm inside, in brick work in cement mortar 1:4 , with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (using 20 mm graded stone aggregate) , including necessary excavation, earthwork foundation concrete 1:5:10 (using 40 mm graded stone aggregate) and inside plastering with cement mortar 1:3,15 mm thick, finished with a floating coat of neat cement complete as per standard design :18.33.1 with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 complete all as speciified and as directed. |
| 86 | Dismantling of existing Runway / Taxiway lighting system components as mentioned below complete all as speciified and as directed. [a] Runway lights of any type/ capacity |
| 87 | Dismantling of existing Runway / Taxiway lighting system components as mentioned below complete all as speciified and as directed. [a] Transformer housing box |
| 88 | Dismantling of existing Runway / Taxiway lighting system components as mentioned below complete all as speciified and as directed. [a] Isolation transformer |
| 89 | Dismantling of existing Runway / Taxiway lighting system components as mentioned below complete all as speciified and as directed. [a] CCR of any capacity |
| 90 | Dismantling of existing Runway / Taxiway lighting system components as mentioned below complete all as speciified and as directed. [a] Cables of any type |
| 91 | Taking out old unserviceable cable ,any type/ size XLPEinsulated/Flexible copper conductor from trench/ pipe including removing from site complete all as specified and directed. |
