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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator of 0.9 cum bucket capacity) in all kinds of soil including all types of rocks excluding hard rock over areas including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, transporting and unloading to the embankment/filling location within all lifts and lead upto 1000m.(Note: The quoted rate of the item shall be all inclusive irrespective of position of ground water table ornatural moisture content of soil) (As per MoRTH specifications) |
| 2 | Construction of embankment with available excavated earth deposited at site from other locationswith spreading, neatly leveling/ gradingto required slope and compacting layer by layer to achieve the desired levels and compactions to meet the requirement of table 300-2 of MORTH specification etc. complete in all respects as per direction of Engineer-in-Charge. |
| 3 | Providing and laying graded granular material (moorum) in layers not exceeding 20cm (loose) in thickness (each layer) and as directed by the Engineer-in charge. Breaking clods, watering, consolidating each layers with power road roller 8-10 tonne, under optimum moisture content to give density not less than that specified of the maximum modified standard proctor density at OMC including levelling, fine dressing to the required camber, grade and slope etc complete. Material of soaked CBR greater than 8% (payment to be made for the compacted quantity only). (As per MoRTH specifications) |
| 4 | Preparation of granular sub-base by providing close graded material, conforming to specifications mixing in a mechanical mix plant at OMC, carriage of mixed material by mechanical transport to work site, for all leads and lifts, spreading in uniform layers of specified thickness with mechanical means including neatly leveling & dressing on prepared surface and compacting with vibratory power roller to achieve the desired density, complete and as per direction of Engineer-in-charge. (As per MoRTH specifications) |
| 5 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. (As per MoRTH specifications) |
| 6 | Providing and applying primer coat with bitumen emulsion SS1 grade conforming to IS:8887 on prepared surface of Granular Base including clearing of surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means complete in all respects as per direction of Engineer-In-Charge. The contractor shall quote his rates assuming quantity of bitumen emulsion as 0.70 Kg/Sqm. If the actual quantity of bitumen emulsion varies from the quantity assumed above, necessary cost adjustment for deviation in the quantity of bitumen emulsion shall be done as per rate in actual supply voucher from nearest refinery at the time of execution. The rate of bitumen emulsion exclusive of GST shall only be considered for payment. |
| 7 | Providing and laying of Hot Mix Dense Bituminous Macadam (DBM) using crushed stone aggregate of quality, size and grading as specified and Hydrated lime as filler and Viscosity Grade Bitumen (supplied in bulk) in proportions as per job mix formula and laid to specified levels, grade and camber as per specification, drawings and as directed by the Engineer-in- Charge including compacting with 8-10 tonne, preferably vibratory road roller of adequate capacity to achieve the specified values of compaction, strength, surface accuracy complete [for tendering purpose VG bitumen of grade VG-30 shall be taken as 110 kg/m3 of mix supplied in bulk produced by Govt. Refineries and 2% Hydrated lime (factory made) Not less than 80% Purity by weight of aggregates as filler material].The necessary cost adjustment shall be made based on JMF and availability of filler. |
| 8 | Providing and applying tack coat using bitumen emulsion (Rapid setting)complyingwithIS:8887, spraying the bitumen with mechanically operated spray unit at the rate specified below, cleaning and preparing the existing pavement surface as per specifications complete in all respectsas per directionof Engineer-In-Charge. If the actual quantity of bitumen varies from the quantity specified, necessary cost adjustment for deviation in the quantity of bitumen shall be done as per rate in actual supply voucher from nearest refinery at the time of execution. The rate of bitumen exclusive of GST shall only be considered for payment. 0.20 Kg/Sqm on existing bituminous surface. |
| 9 | Providing and laying of Hot Mix Semi Dense Asphaltic Concrete (SDAC) using crushed stone aggregate of quality, size and grading as specified and Hydrated lime as filler and Viscosity Grade Bitumen(supplied in bulk)in proportions as per job mix formula and laid to specified levels, grade and camber as per specification, drawings and as directed by the Engineer-in-Charge including compacting with 8-10 tonne, preferably vibratory road roller of adequate capacity to achieve the specified values of compaction, strength, surface accuracy complete [for tendering purpose VG bitumen of grade VG-30content shall be taken as 120 kg/m3 of mix supplied in bulk produced by Govt. Refineries and 2% Hydrated lime (factory made) Not less than 80% Purity by weight of aggregates as filler material].The necessary cost adjustment shall be made based on JMF and availability of filler. |
| 10 | Providing and laying of Hot Mix Dense Asphaltic Concrete (DAC) using crushed stone aggregate of quality, size and grading as specified and Hydrated lime as filler and Viscosity Grade Bitumen (supplied in bulk)in proportions as per job mix formula and laid to specified levels, grade and camber as per specification, drawings and as directed by the Engineer-in-Charge including compacting with 8-10 tonne, preferably vibratory road roller of adequate capacity to achieve the specified values of compaction, strength, surface accuracy complete [for tendering purpose VG bitumen of grade VG-30 content shall be taken as 135 kg/m3 of mix supplied in bulk produced by Govt. Refineries and 2% Hydrated lime (factory made) Not less than 80% Purity by weight of aggregates as filler material].The necessary cost adjustment shall be made based on JMF and availability of filler. |
| 11 | Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of all dirt, scales, oil, grease and other foreign mater;al etc. and lining out complete.: New work (Two or more coats) |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size). |
| 13 | Providing and laying non-pressure NP4 class (Heavyduty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 600mm dia. R.C.C. pipe |
| 14 | Providing and laying non-pressure NP4 class (Heavyduty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 450mm dia. R.C.C. pipe |
| 15 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 16 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level - Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.: Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 18 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns etc. for mass concrete. |
| 20 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
| 21 | Carrying out CBR test (Soaked & unsoaked) at sugrade level or at locations decided by the Engineer-In-Charge as per IS Code 2720 (Part 16): 1987 and submission of test results as per direction of Engineer -in- Charge. The test should be carried out by the specialised agency/ firm as approved by the Engineer -In Charge. |
| 22 | Preparation and submission of Structural Design-Study/3 set-Drawings of RCC Drain of approx. 3000m, Pipe Culvert and other related structures at various locations of Airfield pavement along with soft copy,hard copy of Design/Drawings, layoutas well asduly vetted themfrom Govt. Engineering College/NITs/IITs all complete as per direction and satisfaction of Engineer-In-Charge. |
| 23 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 24 | Extra for depth for manholes : Size 120x90 cm, With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
| 25 | SH-A: PAPI WorksSupply, Installation, Testing and Commissioning of 3/4 lamps 01 Set (04 Units) Precision Approach Path Indicator light with totally corrosion proof material, 6.6 amps series system complete with 200 watt 6.6 amp halogen lamps including lamp assembly, lamp holder/pins, frangible coupling at top and bottom of all legs, aluminium allloy veritcally adjustable legs, anodize aluminium reflectors, toughened front glass, red dichroic filter, secondary leads of length ( min 5.0 mtr) with plug and dust proof housing with air filter etc. complete as required and including providing 01 set of all tools etc., Clinometer ( 02 nos), spirit level, Calibration checking stick with its 04 nos. Base plates for mounting of checking stick etc, complete as required as specified and also supplying following spares: (a) 200 watt halogen lamps- 10 Nos (b) Breakable coupling for top & bottom of legs - 4 Nos. (c) Red filters - 4 Nos. (d) Lamp holders - 4 Nos |
| 26 | Supply, Installation, Testing and Commissioning of 4KW indoor type, air cooled Constant Current Regulator (CCR) having thyristor control electronic type suitable for use on 230/415V input AC supply with following mentioned output power at 6.6 Amp with 5- step variation of current output and suitable for local & remote control operation with 24/48V DC control supply complete with ammeter, voltmeter, OC, OV, Earth fault protection & earth leakage meter, positive feed back indication equipments, relay contactor etc. as required. |
| 27 | Design, Supply, Installation, Testing and Commissioning of Remote Control Panel having provision for control of PAPI both side, Landing T and windsock ad 1 CCR spare i/c MIMIC display etc. complete as required. |
| 28 | Supply of 1C x 6 sq.mm, 5 KV grade, AFL cable, stranded copper conductor, XLPE insulated PE sheathed, anti-termite & anti rodent treated Airfield Ground Lighting series cable generally confirming to IS 7098 as ammended up to date in conformity with ICAO/DGCA-CAR, complete as required as per specifications. |
| 29 | SITC of CI housing box of size 330 mm dia and depth up to 450 mm as per drawing i/c excavation of hard rock/pavement of all types/ concrete/bitumen etc. as required. |
| 30 | SITC of completely enclosed rubber covered isolating transformer for use of 6.6 amps series airport lighting circuits having nominal voltage rating of 5KV rated for operation on 50 Hz. Rating: 200 W |
| 31 | Supply, Installation, Testing and Commissioning of IGBT Three level PWM Design based, modular type, true online double conversion type 10 KVA UPS System with harmonic filter suitable to drive constant current regulator (CCR) with 100% unbalanced load at output at full load condition, working on 3 phase, 4 wire, 415Volt, 50Hz and delivering output 3 phase, 4 wire, 415 Volt, 50 Hz, High Efficiency, having SMF Barreries to supporing minimum 30 minutes back up with each UPS, THD less than 3%, Power Factor not less than 0.90, having transfer time of 0 msec., up along with all accessories i.e. breakers, DC cables, cabinets, battery racks, interconnecting links and related items etc. as per site requirement for making the UPS operational and meeting the standard of IEC and as per specification complete as required. |
| 32 | SH-B: WDI, SNI, WGS, Guidance Signages and Misc. ItemsSupply, installation, testing and commissioning of hinged type bottom tiltable LED illuminated wind directional indicator (WDI) confirming to ICAO Annex 14, volume I with upto date ammendments and suitable for operation on 230 V, 50 Hz, single phase AC supply and consists of following complete as required. (a) 5 mtr height FRP frangible lattice type pole/ mast. The frangibility shall confirm to ICAO Annex 14 & Aerodrome design manual part-6/ FAA/DGCA CAR with latest ammendments. The color of pole/ mast shallbe preferably aviation yellow or red/white. (b) Wind sock assembly, Truncated fabric wind sock nominal length of 3600 mm and 900 mm dia. (at the larger end) complying ICAO standard including supply of all required materials with SS hardware, slip rings, drum, bracket for drum, bearing, carbon brush with holder etc. (c) Four way Aluminium casting junction box with arm for fixing external lights. Four Each, 20 W nominal capacity LED down light with drivers (having minimum IP65 protection). (d) One no. LED Aviation obstruction light meeting with photometric requirement,having aluminium cast body and red polycarbonate dome, as per requirements of ICAO/DGCA CAR. (e) Internal copper wiring, connection/ interconnection provision for remote control operation. (f) Providing and laying suitable dimension cement concrete foundation of grade 1:2:4 with anchor bolts for installation of WDI as per OEM recommandations and white circular paint around the WDI. (g) Minor civil works including concrete foundation,circular band.The wind direction indicator should be marked by a circular band 15 m in diameter and 1.2 m wide. The band should be centred about the wind direction indicator support and should be in a colour chosen to give adequate conspicuity, preferably white. (h) Any other component required for commissioning of WDI. |
| 33 | Design, manufacture, supply, installation, testing and commissioning of slim type edge lit LED Stand Number Indicator sign face size approximate 800 mm x 600 mm to made out of 2 mm thick aluminum frame with suitable angle support, 1.5 mm thick aluminum back cover, 4 mm thick polycarbonate sheet with glare free face, computerized cut letter & symbol on self adhesive vinylsheet(3M/Avery) applied on the inside face of polycarbonate sheet, internally illuminated with required LED module (IP66 Grade) to achieve the required illumination level, 4 mm thick light guide panel for uniform illumination, convertor/ driver, operate on single phase 230 V, 50 Hz AC supply without flickering and conforming ICAO annex 14, including suitable mounting arrangement on existing poles, provision of day night sensor switch for automatic ON and OFF for sign board, supply and laying of 3C 1.5 sqmm power cable from junction box to sign, connection etc. complete as required as per technical specifications. |
| 34 | Design, manufacture, supply, installation, testing and commissioning of slim type edge lit LED aircraft stand coordinates sign board of face size approximate 1000 mm x 500 mm made out of 2 mm thick aluminum frame with suitable angle support, 1.5 mm thick aluminum back cover, 4 mm thick polycarbonate sheet with glare free face, computerized cut letter & symbol on self adhesive vinyl sheet (3M/Avery) applied on the inside face of polycarbonate sheet, internally illuminated with required LED module (IP66 Grade) to achieve the required illumination level, 4 mm thick light guide panel for uniform illumination, convertor/ driver, suitable to operate on single phase 230 V, 50 Hz AC supply without flickering and conforming ICAO annex 14, including suitable mounting arrangement on existing poles, provision of day night sensor switch for automatic ON and OFF for sign board, supply and laying of 3C 1.5 sqmm power cable from junction box to sign, connection etc. complete as required as per technical specifications. |
| 35 | Design, manufacture, supply and installation of mounting poles/mounting structure as per site requirement suitable for aircraft stand coordinates sign board & Stand Number Indicator sign board for Item Sr. No. 2.02 & 2.03 above including power & communication cable termination boxes etc. including foundation work, finishing etc. complete as required. |
| 36 | Supply of non-illuminated Guidance Sign Board of various sizes made out of anodized 3 mm corrosive resistant aluminum extrusion frame (thickness of signboard should be less than 45 mm) and Facia should not be more than 50 mm at all sides of the display. The extrusions frame should be interlocked/bolted with each other creating a sealed unit and 2 mm thickaluminium backcover, 4 mm thick polycarbonate sheet with glare free front face, the letter & symbol should be made by of vinyl and pasted on 4mm thick polycarbonate sheet at the inner side of the sign face with required colouring, 4mm acrylic LGP sheet, suitable arrangement shall be made for water tightness & locking arrangement, including supporting frangible legs & frame etc., complete as required and as specified in ICAO Annex. 14 Vol. I (legends as approved by Engineer-in-Charge). |
| 37 | Installation, testing & commissioning of Guidance Sign Boards of various size as required and providing all around 150 mm thick PCC of 1500 mm from the edge of sign board. |
| 38 | Supply and Installation of LED Type twin dome red aviation obstruction light fitting made of Die-cast aluminum housing with Red polycarbonate dome with Integral driver and provided with Protection against short-circuit and surge suitable to operate for input voltage range 100 – 270 VAC with LED life time of 50,000 Hrs and fitting Ingress Protection of IP 65 as required. |
| 39 | SH-C: Perimeter lighting worksDesign, Fabrication & Supply of 3 mtrs. OCTAGONAL street light pole with single arm GI bracket (length and tilt angle of bracket shall be based on design) for installation of LED street light luminaire, suitable for wind velocity not less than 47 m/sec., fabricated out of 3 mm thick high tensile sheet steel in single piece construction having 130 mm bottom, 70 mm top, with supply of 4 nos. of foundation bolts & anchor plate, bakelite sheet with 32 Amp heavy duty connector for loop in loop out cable terminations suitable for upto two numbers 4 core 16 Sq.mm cables, suitable for fixing of 2A, 10kA, DP, C series, DP MCB for each fixture connections, earthing bolts for continuous earth connection complete, as required as per technical specifications. |
| 40 | Design, Supply & Erection of Energy Efficient 50W or above LED Street Light of efficacy not less than 110 LPW with sufficient number of LEDs, control gear / driver and all other associated accessories and conforming to the degree of protection IP65 complete as required and as specified. |
| 41 | Erection of metallic pole (as mentioned in item No. 1) in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling, supply and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \"C\" curve, DP miniature circuit breaker suitable for inductive load in the existing MCB DB complete and providing and laying of 3 x 1.5 sqmm PVC insulated flexible copper conductor cable from terminal box to fitting and installation, testing and commissioning of pole, MCB and street light fixtures on street light pole complete etc. as required as required. |
| 42 | Numbering of Perimeter lightning poles etc. as required. |
| 43 | SH-D: Apron High Mast worksDesign, manufacture, supply, installation, erection, testing & commissioning of 12 meter height integral type hot dipped galvanised high mast (as per approved make list of AAI) with in built power tool suitable for wind velocity (apprx. 47m/s )as per IS -875 , luminaries carriage suitable to install luminaries as per lighting design complying ICAO/DGCA CAR standards complete with all accessories like lightning finial, double/triple drum winch, compensating disc, counter weight (of suitable no. LED Flood light luminiaries, but not less than 120W or as approved by E-I-C) etc., head frame, SS wire rope, trailing cable, connectors, mannual handle, junction box complete as required as per manufacturer design. This item also includes following:i) Necessary design & costing of suitable foundation with M25 grade concrete as per site condition or OEM recommended along with all civil materials/supplies i/c supply and erection of suitable nos of foundation bolts, anchor plates, common template, nuts wahsers etc. complete as required. ii) Supply of suitable no. aesthetically designed LED Flood lights as per the lighting design approved by E-I-C to acheive minimum lux level in the area as per ICAO/DGCA CAR standards complete and as per techinical specifications for each high mast.iii)Supply of LED Type low intensity aviation obstruction light suitable for single phase, 230 V, 50 HZ AC supply and as per ICAO standard etc. complete as required for each high mast.iv) Installation, testing and commisioning of all required luminaries including obstruction light as per design with switch gears, lighting protection, required wiring/cabling,cable connection from panel to mast top & fitting, cable connection with lantern carriage & aviation obstruction light, connection and interconnection complete as required and as per particular specificaions enclosed.(v) SITC of light starter panel. |
| 44 | SH-E: Panels and Feeder PillarsSupply, installation, testing and commissioning of dust, damp and vermin proof cubicle free floor, Outdor type, IP-65, double door, factory built sheet steel enclosed generally conforming to IS 5039 and to withstand rough usage and weather, suitable for operation on 415 ±10% volts, 50 Hz AC 3 phase 4 wire supply system fabricated out of CRCA sheet steel of 2.0 mm thick for frame work and 2.0 mm thick for doors/ covers, 3mm thick for gland plates i/c cleaning & finishing complete with powder coating in approved shade, having TPN Aluminium bus bars of high conductivity, DMC/SMC bus bar supports, bottom base channel of section not less than ISMC 75mm, entire panel shall have a common copper earth bar of suitable size with 2 nos earth studs, including control wiring with 2.5 sq.mm PVC insulated FRLS copper conductor Single Core cable, cable alleys, cable gland plates, danger notice plates, etc. necessary metering protections & indications and mounted with the following switch gears:-INCOMER :i) 125 Amps. 4P , MCCB, 25KA, (Ics = Icu) with thermal magnetic release having O/L & S/C protection equiped with extendable rotary Handle and Spreader Terminals - 2 Set(ii) ON‐OFF indication lamps (LED type) with 2 Amp control MCBs. - 2 Set iii) R,Y,B Phase indication LED lamps with 2Amp MCB - 2 Setiv) Multifunction meter, class 0.5 with LCD Display shown V, A, Hz & PF with suitable CL-1 Current transformer- 2 Nos.BUS-COUPLER :i) 125 Amps. 4P , MCCB 25, KA (Ics = Icu) with thermal magnetic release having O/L & S/C protection equiped with extendable rotary Handle and Spreader Terminals - 1 Set(ii) ON‐OFF indication lamps (LED type) with 2 Amp control MCBs. - 1 Set (iii) Electrical and Mechanical interlockingBUS-BAR :TPN aluminium main bus bars of minimum of 200 Amp capacity with heat shrinkable coloured sleeves and i/c DMC/SMC bus bars supports at required intervals complete.OUTGOING :(i) 63 Amps. 4P, MCCB, 25KA, (Ics = Icu= 25KA) with thermal magnetic release equiped extendable rotary Handle and Spreader Terminals - 03 Set(ii) 32 Amps. 4P, MCCB, 25KA, (Ics = Icu= 25KA) with thermal magnetic release equiped extendable rotary Handle and Spreader Terminals - 02 Set(iii) 16 Amps. 4P, MCCB, 25KA, (Ics = Icu= 25KA) with thermal magnetic release equiped extendable rotary Handle and Spreader Terminals - 06 Set(iv) ON‐OFF indication lamps (LED type) with 2 Amp control MCBs. - 11 Set |
| 45 | Street Light outdoor Feeder Pillar PanelSupply, installation, testing and commissioning of dust & vermin proof ourdoor, floor mounted feeder pillar of suitable size on cement concrete foundations generally conforming to IS 5039 and to withstand rough usage and weather, with canopy & suitable for 415V+/-10%, 3 Phase, 4 wire 50 Hz AC supply system. The panel shall be fabricated with 14 SWG M.S.sheet with hinged door on front side with locking arrangement, suitable angle/ channels frame in the bottom, legs for grouting in foundation, openable cable protection covers at bottom portion, painting etc. including supplying and fixing of following accessories and making inter connection, earth connection, neutral link, suitable TPN Bus bars of Aluminium alloy, etc.as per the drawings.INCOMER :i) 63 Amps. 4P , MCCB \"25KA, (Ics = Icu) with thermal magnetic release having O/L & S/C protection equiped with extendable rotary Handle and Spreader Terminals - 1 Set(ii) ON‐OFF indication lamps (LED type) with 2 Amp control MCBs. - 1 Set iii) R,Y,G Phase indication LED lamps with 2Amp MCB - 1 Setiv) Multifunction meter, class 0.5 with LCD Display shown V, A, Hz & PF with suitable CL-1 Current transformer- 1 No.BUS-BAR :TPN aluminium main bus bars of minimum of 100 Amp capacity with heat shrinkable coloured sleeves and i/c DMC/SMC bus bars supports at required intervals complete.OUTGOING :(i) 32 Amps. 4P, MCCB, 25KA, (Ics = Icu) with thermal magnetic release equiped extendable rotary Handle and Spreader Terminals - 03 Set(ii) 16 Amps. 4P, MCCB, 25KA, (Ics = Icu) with thermal magnetic release equiped extendable rotary Handle and Spreader Terminals - 01 Set(iii) ON‐OFF indication lamps (LED type) with 2 Amp control MCBs. - 4 Set (iv) 24 Hrs Astro timer - 4 No.(v) Contactor and Relay - 4 Set |
| 46 | SH-F: Cables and HDPE PipesSupply of following sizes of XLPE insulated and PVC sheathed XLPE aluminnum conductor armoured cable of 1.1KV grade conforming to IS 7098 (Part-I) with up to date amendments as required. 3.5 x 150 Sq.mm |
| 47 | Supply of following sizes of XLPE insulated and PVC sheathed XLPE aluminnum conductor armoured cable of 1.1KV grade conforming to IS 7098 (Part-I) with up to date amendments as required. 3.5 x 120 Sq.mm |
| 48 | Supply of following sizes of XLPE insulated and PVC sheathed XLPE aluminnum conductor armoured cable of 1.1KV grade conforming to IS 7098 (Part-I) with up to date amendments as required. 3.5 x 16 Sq.mm |
| 49 | Supply of following sizes of XLPE insulated and PVC sheathed XLPE aluminnum conductor armoured cable of 1.1KV grade conforming to IS 7098 (Part-I) with up to date amendments as required. 4 X 10 Sq.mm |
| 50 | Supplying and laying of following size DWC HDPE pipe ISI 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 (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc. , complete as required.120 mm dia (OD-120 mm & ID-103 mm nominal) |
| 51 | Supplying and laying of following size DWC HDPE pipe ISI 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 (150 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc. , complete as required.32 mm dia (OD-32 mm & ID-26 mm nominal) |
| 52 | Supplying and laying of following size DWC HDPE pipe ISI 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 (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc. , complete as required.32 mm dia (OD-32 mm & ID-26 mm nominal) |
| 53 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL/HDPE pipe as required.Above 95 sq. mm and upto 185 sq. mm |
| 54 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL/HDPE pipe as required.Upto 35 sq. mm |
| 55 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed/ XLPE aluminium conductor cable of 1.1 KV grade as required.3.5 X 150 sq. mm |
| 56 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed/ XLPE aluminium conductor cable of 1.1 KV grade as required.3.5 X 120 sq. mm |
| 57 | Supplying and making end termination with aluminium lugs for following size of PVC insulated and PVC sheathed/ XLPE aluminium conductor cable of 1.1 KV grade as required.4 X 16 sq. mm |
| 58 | Supplying and making end termination with aluminium lugs for following size of PVC insulated and PVC sheathed/ XLPE aluminium conductor cable of 1.1 KV grade as required.4 X 10 sq. mm |
| 59 | Supplying and making cable route marker with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) of size 60 cm X 60 cm at the bottom and 50 cm X 50 cm at the top with a thickness of 10 cm including inscription duly engraved as required |
| 60 | SH-G: EarthingsEarthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required. |
| 61 | 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. |
| 62 | Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. |
| 63 | Providing and fixing 6 SWG dia G.I. wire below ground level for loop earthing along with existing cable as required. |
| 64 | Supplying and laying 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. |
