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| 1 | Excavation over areas n exc 1.5 mtr deep and getting out in hard & dense type of soil complete all as specified and directed. |
| 2 | M &L PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete etc complete all as specified and directed. |
| 3 | M&L for stone masonry walling of random rubble uncoursed, well bonded, bedded and solidly hearted built in CM 1:4 |
| 4 | M & L for providing precast cement concrete bonders (for stone walling) type B1 (1:2:4) using 20 mm graded stone aggregate, set in cm 1:4 complete all as specified and directed. |
| 5 | Hand packing (any thickness) at back of walls with broken stone or boulders and raising (or lowering) to the required level complete all as specified and directed. |
| 6 | S&F 110mm bore PVC(SWR) pipes single socketed for weep holes etc , in any length ,as in weep holes complete all as specified and directed. |
| 7 | Extra over stone walling for hammer dressing with maximum depression on face form straight edge held against the surface n.exc 40mm in lime or sand stone dressing to face stone and dressing of face beds and joints of random rubble walling complete all as specified and directed. |
| 8 | Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in CM 1:3 |
| 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 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge. |
| 10 | Removing excavated material exc 250 m not exc. 500 m and depositing where directed at a level n exc. 1.5 m above the starting point |
| 11 | Rolling and consolidating formation surfaces in cutting to required shape level and gradient with vibrating roller under optimum moisture content including watering as required complete all as sepciified and compacted to achieve 98% modified proctor density and to achieve K value of 5Kg/sqm all as specified |
| 12 | Material,Laying and compacting 300 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade V as specified Table 400-1 of MORTH specifications for Road and Bridge works, 2013, in two layers of 150 mm each 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 80-1 00 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. |
| 13 | Material,laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in two layers of 75 mm each 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 |
| 14 | Material,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 cemeny 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 tolerancesto be as per Table 900-1 of MORTH specifications for Road and Bridge work 2013. |
| 15 | Supplying and laying 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. |
| 16 | M&L 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) |
| 17 | Material,and Laying of Pavement quality concrete(PQC) 225 mm thick 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 |
| 18 | Supply only polyester triangular fibers as secondary reinforcement in all types of concrete and mortars @ 0.25% by weight of cement complete all as specified and directed. |
| 19 | 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 1/41h 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 uprod 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 |
| 20 | 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 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 . |
| 21 | M&L for Cutting of construction joints 25 mm deep and 10 mm wide by early entry saw cut using diamond bi cutter of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application by 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 +/- 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 |
| 22 | M&L for providing precast cement concrete 1:2:4 type B1 (20mm graded aggregate) as in cover slab for manholes, drain of size 1.04mX0.75m with 4 Nos of 20mm dia perforation and 2 lifting handles per cover, complete all as specified and directed |
| 23 | M & L for TMT bars 10mm dia and over, cut to length, bent to shape required, including 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. |
| 24 | M&L for self adhesive (pressure sensitive) glass grid of grade 'B' having grid size of 12.5x12.5 mm. The glass grid shall have min tensile strength of 100 Kn/Mtr in both longitudnal and transverse direction. The glass grid after laying shall be pressed down fully with a rubber tyred roller and glued to the pavement surface. The longitudnal overlap shall be 50 mm & transverse overlap shall be 100 mm. Over glass grid, stress absorbing membrane interlayer (SAMI) shall be provided using performance grade polymer modified bitumen as specified @ 1.5Kg/Sqm and stone ships of size 6-10 mm @ 7.5Kg/Sqm spred over the bitumen so as to cover 50% of the area and rolled with pneumatic tyred roller etc. complete all as specified and directed. |
| 25 | M & L for preparing concrete surfaces of road/ pathway/ hard standing and marking centre lines, stop lines, dashes, arrows etc. and the like n. exc 20cm wide on road/ pathway/ hard standing pavements with high durable, high reflective (photoluminescent), high-visibility white paint or uv-stable polyurethane for extreme condition, paint of approved colour with special applicator machine all as per manufacturers instruction complete all as specified and directed. |
| 26 | Rolling and consolidating formation surfaces in cutting/filling etc complete with power road roller exc 8 tonne but not exc 12 tonne etc complete all as specified. |
| 27 | M&L for 150 mm Shingle or gravel as in Granular sub base, spread, rolled and consolidated to gradient and camber required complete all as specified and directed |
| 28 | M&L For 150 mm thick (compacted thicknes) WBM, of granite ,trap of basalt with coarse agg of grading 2 (63 to 40mm) or of grading 3 (50 to 20mm size) Grading of Aggregate As per SSR PT-I Section 20A(20.A.21.3) , spread in two layer (75 mm each layer), rolled and consoidated to gradient and camber required with granite, trap or basalt. Complete all as specified. |
| 29 | M&L for applying evenly a priming/tack coat with bituminous primer (Paving bitumen)VG -10 @ 10 Kg per 10 Sqm on unsurfaced water bound macadam incl preparing 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. all as specified. |
| 30 | M & L for premix bituminous macadam laid/ rolled and compacted to required gradient and camber with Paving bitumen VG-30 content of 4% by weight of total mix (consolidated thickness 50 mm) for correction of undulation / camber all as specified and directed |
| 31 | M&L for applying evenly a priming/tack coat with bituminous primer (Paving bitumen)VG -10 @ 5 Kg per 10 Sqm on existing black top surface all as specified. |
| 32 | M&L For Bituminous premix asphaltic dense concrete 40 mm consolidated thickness with 6.00% binder content of VG-30 by weight of total mix, rolled and compacted to required camber and gradient complete . |
| 33 | M & L for continuous brick edging with width equal to the width of the brick, of whole sub-class 'B' bricks, laid dry on end vertically including all necessary earth work./removal of old damaged brick edging all as specified and directed |
| 34 | M & L for laying hot applied thermoplastic compound (paint) 2.5 mm thick including reflecting glass beads incl cost of all materials, labour, machinery, T&P etc. required for proper completion of work incl all other charges. The finished surfaces to be level, uniform and free from streaks and holes as per MORTH specification No. 803 as per IRC. Painting lines, dashes, arrows, letters etc. on roads, pavements and the like n exc. 10 cm wide with road marking paint, white or golden yellow all as specified. |
| 35 | Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions. |
| 36 | Supply and fixing metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed |
| 37 | Supply and fix solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed |
| 38 | S&F formation sign/ symbol (image of any monuments/hill/animal/unit symbol image), size 4.5ft X 3 ft complete with stainless steel pipe of any height fixing with atleast 450 mm in ground with PCC (1:2:4) and excavation in any type of soil including chiselling for letters on any surfaces and writing letters or figures of any format (Block, Roman, Italic or Indian) 20cm with stainless steel including chiselling on any surface all as specified |
| 39 | S&F 20-ton road plastic speed breaker typically having dimensions of about 350-500mm (Length) x 250-400mm (Width) x 50mm (Height), made from high-strength HDPE or ABS plastic, yellow and black, includes built-in reflectors for visibility, featuring modular design for easy installation, and resistant to weather, UV, and chemicals complete all as specified and directed |
| 40 | M&L for Surface dressing n exc 15 cm deep in any type of soil all as specified and directed |
| 41 | M&L for PCC 1:3:6 type C-1 using 20mm graded stone aggregate) as in coping etc. including necessary form work complete all as specified and directed. |
| 42 | Removing excavated material not exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point |
| 43 | M & L hard core, broken stone boulders to gauge n exc 63 mm,Deposited,spread and levveled in layers n exc.15 cm thick, watering and rammed to a true surface complete all as specified & directed. |
| 44 | M&L for 75 mm thick PCC 1:4:8 Type D-2 using 40mm graded stone agg. complete all as specified |
| 45 | M&L for sand filling under floors or in foundations including watering and consolidation complete all as spd. |
| 46 | M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade complete all as specified and directed |
| 47 | Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, etc or n. exc.10 Sqm on plan and n. exc. 1.5m in depth for shafts, cesspits, manholes, pier holes, etc and getting out in hard/dense soil complete. |
| 48 | M&L Cement concrete 1:4:8 type D-1 using 20mm graded stone aggregate in foundations, filling and mass concrete complete all as specified and directed |
| 49 | M&L Brick work with sub class ‘B’ bricks, straight or curved on plan exceeding 6m mean radius, built in cement mortar 1:4 complete all as specified and directed |
| 50 | M&L Cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate in surface channels and drains complete all as specified and directed |
| 51 | M&L Cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate in cills, seismic and other similar bands, plinth courses, copings, bed plates, etc including weathering, slightly rounded or chamfered angles and throating as directed including necessary form work complete all as specified and directed |
| 52 | M&L for Rendering 10 mm thick in cement mortar 1: 4 on faces of brick work or concrete surfaces,finished even and smooth without using extra finished fair and even complete all as specified and directed |
| 53 | Returning filling in hard/dense soil including spreading, levelling, watering and well ramming in layers n exc 25 cm thick complete all as specified and directed. |
| 54 | Removing excavated material exc 500 m but not exc. 1.50 Km and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. |
| 55 | M&L for providing precast cement concrete 1:2:4 type B1 (20mm graded aggregate) as in cover slab for manholes, drain of size 0.91mX0.45m with 4 Nos of 20mm dia perforation and 2 lifting handles per cover, complete all as specified and directed |
| 56 | Supplying ,transportation, Fixing, erection and installations etc complete for Precast PU Shape drain 600x600 mm reinforced concrete drainage features designed with a U-shaped profile, with side thickess varying from 80 mm at bottom and 65 mm at top, base thickness of 80 mm including sealing the joints with ready mix concrete moratar complete all as specified and directed |
| 57 | Supply ,transportation, Fixing, erection and installations etc complete for Precast concrete lid 500x730x80 mm with extra perforation and 2 nos of lifting handles per cover slab lid complete all as specified and directed |
| 58 | M&L for demolition of Brickwork or stone/ boulder masonry, built in cementmortar or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles |
| 59 | Supply, installation, testing and commissioning of LED Flush Mounted Perimeter Light(Green) including shallowcane for helipad/heliport perimeter illuminationof minimum 15w rating of LED. The light fitting shall be flush-mounted within the helipad surface so that the top surface does not obstruct helicopter landing or movement of vehicles and equipment.- Make - Cranton, Youyang. |
| 60 | Supply, installation, testing and commissioning of LED Flush Mounted Perimeter Light(Clear) including shallowcan for helipad/heliport perimeter illuminationof minimum 15w rating of LED. The light fitting shall be flush-mounted within the helipad surface so that the top surface does not obstruct helicopter landing or movement of vehicles and equipment.-Make - Cranton, Youyang.Ama , Nasu systems |
| 61 | Supply, Installation, Testing, Commissioning of helipad lighting controller suitable for operation of helipad lights mentioned in item sr. 60 and 61 for heliport lights complete all as specified and directed by engineer in charge |
| 62 | Supply and laying of single core 2.5 sq.mm AFL secondary control cable for LED flush mounted perimeter lights, consisting of annealed high conductivity copper conductor, PVC insulated, overall PVC sheathed complete all as specified and directed by engineer in charge. Make - Aloke, RR Kabel, Rallision. |
| 63 | Supply, Installation, Testing, Commissioning of Remote control monitoring system for Runway edge lights, Approch lights,taxiway edge light, Heliport lights, landing H, Aerodome beacon ,and windcons .complete all as specified and directed by engineer in charge. Make : Electro Systems, Nasu Systems. |
| 64 | Supply, Installation, Testing, Commissioning of LED Landing 'H' direction indicator complying ICAO standard consisting of three rectangular AL limbs having length of 4000 mm each supported with 50mm dia Aluminum frangible pipe of 1350mm length & flanges, suitable wattage (minimum IP65) for each limb, each circuits to operate on 230 V, 50 Hz AC supply, providing control unit with suitable control transformer, Relay, Contactor, copper wiring upto Junction Box etc. as required for remote operation of landing 'T' from CCR hall as well as from control tower, connections/ interconnections, MS anchor base plate, neat finish top, painting/ powder coating, all required materials & SS hardware etc. as per client requirement.complete all as specified and directed by engineer in charge. Make : Electro Systems, Nasu Systems, AMA. |
| 65 | Supply and Installation of Elevated type LED Taxiway edge light (minimum 9W LED) on the existing housing box.complete all as specified and directed by engineer in charge. Make- AMA,Nasu System,Youyang,ATG. |
| 66 | Supply and Installation of Elevated type Halogen Runway edge light (minimum 2x105w halogen lamp) on the existing housing box.complete all as specified and directed by engineer in charge.Make- AMA,Nasu System,ATG. |
| 67 | Supply and Installation of Elevated type Halogen Type Approach light (minimum 150w halogen lamp) on the existing housing box.complete all as specified and directed by engineer in charge.Make- AMA,Nasu System,ATG. |
| 68 | Supplyand laying of 6 Sqmm PVC insulated & PVC Sheathed stranded copper conductor single core for airfield lighting cable of 5 KV grade confirming to IS 1554 PART-II with upto date ammendments and conforming to particulars complete all as specified and directed by engineer in charge. Make - Aloke, RR Kabel, Rallision. |
| 69 | SITC of isolating transformer 50hz of following rating complete all as specified and directed. Make- Ama,Bildal,Youyang. |
| 70 | 15 watt 6.6/6.6 amps |
| 71 | 200 watt 6.6/6.6 amps |
| 72 | Supply and making connection of primary Connector kit suitable for runway cable isolating transformer of size 6 Sqmm single core complete all as specified and directed by engineer in charge. Make- Ama,Bildal,Youyang. |
| 73 | Supply and laying of of 40mm dia PN6 PE63 HDPE Pipe including excavation upto 800mm depth complete all as specified and directed by engineer in charge. Make: Supreme, Prince,Himalya. |
| 74 | Supply and laying of of 8 SWG GI wire complete all as specified and directed by engineer in charge. |
| 75 | Supply and installation of MS transformer housing box water tight, cylinder shape of metal container 330mm dia and 300mm height made of 6mm body and top of 10mm suitable for housing of isolating transformer and provision of holes as required to fix 40 mm HDPE Pipe.complete all as specified and directed by engineer in charge. Make- YPR, AMA,Annexure design. |
| 76 | Supply, installation, testing and commissioning of of indoor type Constant Current Regulator of Thyristor control electronic type, suitable for use on 415V/240 V Input, Supply voltage 50 Hz, output power with tapping and output current as details below with 5 step current variation suitable for local and remote control operation with 24 V/48 DC control supply with complete digital output ammeter (0-30 or 0-10 Amps) 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 capacitycomplete all as specified and directed by engineer in charge4 KW 6.6 Amp/6.6 Amps for taxiway edge lights and approach light( Make : ELectro System, Nasu Systems,Ama.) |
| 77 | Supply, installation, testing and commissioning of of indoor type Constant Current Regulator of Thyristor control electronic type, suitable for use on 415V/240 V Input, Supply voltage 50 Hz, output power with tapping and output current as details below with 5 step current variation suitable for local and remote control operation with 24 V/48 DC control supply with complete digital output ammeter (0-30 or 0-10 Amps) 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 capacitycomplete all as specified and directed by engineer in charge 7.5kW 6.6amp/6.6 amp for runway edge light complete all as specified and directed by engineer in charge |
| 78 | Providing, laying and fixing 32mm size G.I. pipe (medium class) in GSB/WMM for laying of secondaray cables from fitting to housing boxes complete with G.I. fitting accessories i.e. elbows, sockets, checknuts, threading and 4mm wire SS wire for cable pulling etc including cutting & re-filling .complete all as specified and directed by engineer in charge. |
| 79 | M&L for copper plate chemical earthing consisting of one copper plate 300 mm × 300 mm × 3 mm withchemical compound, including a 1.5 m long copper strip of size 32mm x3mm with suitable terminal lug, GI strip connection and RCC enclosure 450 mm × 450 mm × 300 mm for protection, complete as specified and as directed by the Engineer-in-Charge.. |
| 80 | Design, Supply, Installation, Testing, Commissioning of Guidance signage board (IP 65 protection) complying ICAO standard of various sizes fabricated from anodized aluminium profile structure & 2mm thick aluminium sheet, 4mm thick long life imported non-specular surface polycarbonate signage sheet, symbols of sign shall be made of self-adhesive film applied on face of polycarbonate sheet. Board shall be illuminated with linear LED's & driver(s) i/c all other accessories, suitable converter to operate on 2.8 Amp to 6.6 Amp AC constant current as incoming supply, mounting legs with breakable coupling & base frame, secondary leads, providing cement concrete foundation of suitable size & depth for each unit, providing pedestal up to 1 mtr all around the signage with 1:2:4 CC of 150 mm thick & finish with neat cement plaster including supply and installation of suitable single capacity/ wattage electronic converters,IT,MS boxes etc. complete as required and confirming -to tenders technical specifications, terms & conditions etc. complete as required. Make: YPR,Electrosystem,Ama, Nasu systems. |
| 81 | Dismentalling of 01 no old landing H Lights,complete set, 02 Nos windcon,01 approach lights,20 no runway edge and 40 no taxi lights and there cables and submitting the same to department complete all as specified and directed by engineer in charge |
| 82 | Supply, installation, testing and commissioning of a compartmentalized indoor type LT Panel suitable for Airfield Ground Lighting (AGL) application, cubicle type, floor mounted, dustproof, vermin-proof, front operated and extendable on both sides, fabricated from minimum 2.0 mm thick CRCA sheet steel, duly treated with 7-tank process, rust inhibited, stove enamelled and powder coated finish, complete with double hinged lockable doors, MS channel base frame, gland plates, cable alley and internal wiring with proper ferruling, dressing and mechanical interlocking, suitable for 415V, 3 phase, 4 wire, 50 Hz AC system, comprising of incomer with 300A, 4 pole MCCB having breaking capacity 36 kA (Ics = Icu) with rotary operating mechanism and terminal extensions, digital multifunction meter for measurement of voltage, current, power factor, frequency and energy complete with CTs, LED type R-Y-B phase indicating lamps and ON/OFF indication lamps with MCB protection; complete busbar system with 600A TPN aluminium alloy/electrolytic copper busbars fully insulated with heat shrink sleeves and supported on SMC/DMC insulators along with continuous earth busbar; outgoing feeders consisting of 2 Nos. 63A 4P MCCBs (Runway Edge Ckt-), 2 Nos. 40A 4P MCCBs ( Approach light), 1 Nos. 32A 4P MCCBs (taxiway edge light), 3 Nos. 25A 4P MCCBs (Landing-H, windcons ), 1 Nos. 16A 4P MCCBs (ccr Building), including 2 No. 63A MCCB and 4 Nos. 40A MCCBs as spare, each outgoing complete with LED type ON/OFF indication lamps with MCB protection, engraved nameplates and cable termination blocks with shrouds, all MCCBs of approved make such as Schneider/ABB/Siemens/L&T conforming to relevant IS/IEC standards, complete with danger board, circuit schedule and schematic diagram, all as specified and as directed by Engineer-in-Charge. |
| 83 | Supply, Installation, Testing, Commissioning of outdoor type LT Feeder Pillar Panel made of CRCA sheet (minimum 3.15 mm thick) suitable for 415V, 50 Hz, 3-phase, 4-wire system. The panel shall be CPRI certified, IP-54 protected, dust and vermin proof, with rain canopy on top. The panel shall have hinged double doors (front and rear) with rubber gaskets, industrial locking arrangements, and anti-rust coating. It shall include aluminium bus bar of 200 Amps capacity for 3-phase and neutral, suitable cable entry and exit holes, cable glands, earthing terminals, and be mounted on angle iron base (50 × 50 × 6 mm) with PCC foundation complete all as specified and as directed by the Engineer-in-Charge..Panel Composition:Incoming: MCCB 125 Amps, 4 Pole, 415V, 35kA – 1 No.Bus Bar: Aluminium, 200 Amps capacity – 1 Set.Outgoing: MCCB TPN 125 Amps – 1 No.Industrial Plug Socket: 63 Amps, 3P+N+E, IP67, with DIN rail and 63A MCB – 1 No.Ammeter: Digital Type, 0–200 Amps – 1 No.Voltmeter: Digital Type, 0–500 Volts – 1 No.Amp Selector Switch – 1 No.Voltmeter Selector Switch – 1 No.LED Indicating Lamps (R, Y, B) – 1 Set.LED indicating lamp (R, Y,B)-01 Nos. |
| 84 | Supply, Installation, Testing, Commissioning of illuminated windcone including the making of foundation of suitable size complete all as specified and as directed by the Engineer-in-Charge. Make- Electro system,Nasu Sytems,Ama. |
| 85 | Supply of laying 4 core 16 sqmm alumnium armored LT cable for Helpiad light controller, windcon, landing H. complete all as specified and as directed by the Engineer-in-Charge..Make- Polycab, Finolex,Gloster. |
| 86 | Supply of laying 4 core 35 sqmm alumnium armored LT cable for Lt panel to CCR. complete all as specified and as directed by the Engineer-in-Charge..Make- Polycab, Finolex,Gloster. |
| 87 | Supply and installation of LED Aerodome beacon(minimum 190w led) including supply and laying of control cable(100mtr of 2 core 2.5sqmm. Copper flexible cable) complete all as specified and as directed by the Engineer-in-Charge..Make- Electro system,Flysafe, Youyang. |
| 88 | Supply, installation, testing and commissioning of 350W LED flood light fitting suitable for hangar illumination, with die-cast aluminium housing, IP66 protection, high efficiency LED, complete with driver, conforming to relevant IS/BIS standards.Including fixing on hangar structure with suitable MS/GI brackets, clamps, fasteners, and necessary wiring, connections, lugs, glands,Mcb, testing and commissioning, complete in all respects as specified and as directed by the Engineer-in-Charge.Make - Phillips,Crompton,Havells |
| 89 | Design drawings for helipad, runway and taxiway lighting, including GPS survey, layout and detailing, and submission of 3 hard copies along with soft copy, complete as specified and as directed by the Engineer-in-Charge. |
| 90 | Supply and laying of 40 mm dia HDPE pipe (Pn - 6 and PE-63) by trenchless HDD method for crossing below hard standing, including drilling, reaming, pulling, jointing and testing complete all as specified and directed.Make: Supreme, Prince,Himalya. |
| 91 | Excavation in trenches n exc 1.5m depth and getting out it in any type of soil for laying of cable/ pipes erection of poles complete all as specified. |
| 92 | (a) Soft and loose soil |
| 93 | Returning filling in, incl spreading levelling watering and well ramming in layers n exc 25cm in soft/ loose soil |
| 94 | M & L for dry clean sand filling in trenches below and around under ground cable cushioning complete all as specified and directed.Note:- thickness of sand cushioning shall be measured after punning. |
| 95 | Supply , fixing commissioning and testing of Lithium based Energy Efficient Integrated Soalr Street Light of 50 Watt of size 1007/475/55 mm in rust proof Aluminium housing with Monocrystaline Solar PV panel of 75 W (0/+4W) Mono,Lithium Battery 12.8V,42AH(BIS Certificate) IP65, high brightness W-LED (120lm/watt)lamp with aluminium reflector for better light distribution CRI>70, colour temperature 6500K+500, microcontroller based charge controller cum driver, automatic dimming function (first four at full brightness & rest of the time at lower light level with PIR motion sensor, Dusk to Dwan operation , suitable to working temperature (-10) degree C to (+45) degree C, weight not more than 18-20 kg, charging time 1 day and autonomy 2 days with dimming protections; Short Circuit, overload, Reverse polarity and battery protections, Firm should provide Vital Parameters Test report From NABL accredited lab and should be of made in india with CE & ROHS compliant complete all as specified and directed by Engr-in-Charge. |
| 96 | Supply and fixed unreinforced PCC Cable cover class LV type I of size 0.25x0.15x0.04mm complete all as specified and directed. |
| 97 | Supply & fix/ Installed of 06-meter-high hot dip galvanized octagonal pole with dia 130 mm bottom &70 mm top made up of 3mm thick. HR sheet,The pole shaft shall be made from hot rolled steel plate confirming to IS 2062/ BS EN 10025. The octagonal Poles shall have door of approximate 500 mm height at the elevation of 500 mm from the base plate.The Octagonal Poles shall be designed to withstand the maximum wind speed as per IS 875 Part–3-2015.The head loading i.e. windage area and the weight of fixtures are to be considered to calculate maximum deflection of the pole and the same shall meet the requirement of BSEN 40-3-1 & 3.The pole shaft shall be made from hot rolled steel plate confirming to IS 2062/ BS EN 10025. All octagonal pole shafts shall be provided with the rigid base plate manufactured from MS steel confirming to IS:2062 of suitable thickness with provision for fixing foundation bolts. The pole shaft shall have octagonal cross section and shall be continuously tapered with single longitudinal welding. There shall not be any circumferential welding. The welding of pole shaft shall be done by Submerged Arc Welding (SAW) process. The base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside. |
| 98 | M & L for providing PCC 1:4:8, type D-2 (using 40mm graded stone aggregate) in base of pole of size 650mm X 650mm X 200mm all as specified and directed |
| 99 | M & L for providing PCC 1:3:6, type C2 (using 40 mm graded stone aggregate) in foundation (600mm x 600mm x 800 mm( (sub base as mass concrete) for concrete encasing the pole up to GL or struts, stay etc or other necessary form work all as directed and specified. |
| 100 | M & L for providing PCC 1:2:4, type B-1 for coping (using 20 mm graded stone aggregate) of Existing /New electric pole for plinth block/Collar above GL, 450 mm high and 450 mm x 450 mm square or as directed by Engr-in-Carge including Dismentaling old coping in pole. Please Enable Macros to View BoQ information |
