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| 1 | 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 upto50 m and lift upto 1.5m, as directed by Engineer-in-charge. |
| 2 | Removing excavated material exc 250 m not exc. 500 m and depositing where directed at a level n exc. 1.5 mabove the starting point |
| 3 | Rolling and consolidating formation surfaces in cutting using 8 to 12 tonne power roller complete all as specified and directed |
| 4 | M&L for Soil stabilization of 300 mm sub grade soil by uniform mixing of cement OPC 43 grade/lime/other additive@ 5% cement by weight of soil (Percentage of cement/additives for estimation purposes only Type of additive and , percentage required fo blending to be given in mix design). Item will include pulverization of soil, spreading of additive, blending mix by tractor towed rotovator, addition of water/ drying of mix to required moisture content and compaction using suitable vibratory roller to required 95 % Maximum Dry Density. Provisions of IRC SP:89-2010 be referred to for this item |
| 5 | Supply only Cement ordinary portland, portland pozzolana or portland slag (10 kg/sqm of soil) |
| 6 | Laying and compacting 300 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade V as specified Table 400-1 of MaRTH 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 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 MaRTH specifications for Road and Bridge works , 2013. |
| 7 | 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 |
| 8 | Providing and Laying Dry lean Concrete (DLC) 150 mm thick of aggregate gradation as per Table 1 of SP 49 :2014 having 7 day average compressive strength not less than 7 MPa Minimum 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 |
| 9 | 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. |
| 10 | 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) |
| 11 | 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 |
| 12 | 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. |
| 13 | 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 |
| 14 | 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 thoroughlywith 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 . |
| 15 | 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 foambackup rod of 12 mm dia, application of bond breake tape on top of back up rod for complete width of the joint and filled with polyurethane based sealan 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 |
| 16 | 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 |
| 17 | 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. |
| 18 | Excavation over areas n exc 1.5 mtr deep and getting out in hard & densetype of soil complete all as specified and directed. |
| 19 | -ditto- as per item No 18 but depth exceeding 1.5 mtr and n.exc. 3.00 mtr -ditto- |
| 20 | M&L for stone masonry walling of random rubble uncoursed, well bonded, bedded and solidly hearted built in CM 1:4 |
| 21 | 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. |
| 22 | 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. |
| 23 | 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. |
| 24 | 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. |
| 25 | Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in CM 1:3 |
| 26 | Removing excavated material exceeding 250M but not exc 500m and depositing where directed. Complete all as specified and directed by Engineer-In- Charge. |
| 27 | Construction of brk masonary drain 450 mm wide including excavation in any type of soil, PCC in foundation, PCC in coping, plastering, cover slab,Returning filling and removal of soil etc complete all as specified and shown on drawing |
| 28 | 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 hard/dense soil complete. |
| 29 | Returning, filling in, including spreading, levelling, watering & well ramming in layers n. exc 25 cm in soft/loose soil. |
| 30 | Removing excavated soil n exc. 50m & depositing where directed at a level n exc. 1.5 m above the starting point |
| 31 | M&L for cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundation, filling & mass concrete complete all as specified and directed. |
| 32 | M/L for Rcc Design Mix M-25type B-1 using 20mmFoundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed pilescomplete (reinforcement to be measured separately). |
| 33 | S&F mild steel TMT bar 10 mm dia and over, as in reinforcement, cut to length, bent to shape etc, including binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed. |
| 34 | Hardcore of Broken stone/boulders gauge n exc. 63mm, deposited, spread & levelled in layers n exc. 15 cm thick, watered & rammed to a true surface |
| 35 | M&L for RCC M-25 design mixas in walls, retaining walls, basement walls, ballast walls and the like of any thickness above top of footing including attached pilasters and buttresses complete all as specified and directed. |
| 36 | Use and waste of form work to sides of concrete foundation, footing, bases of columns, raft and raft beams, sides and soffits of foundation and plinth beams and similar work vertical or to batter, flat, rough finish surface of concrete complete all as specified and directed. |
| 37 | Use and waste of form work to walls, retaining walls, basement walls, ballast walls and the like including attached pilasters and buttresses and similar work vertical or to batter, flat, fair finished surface of concrete complete all as specified and directed. |
| 38 | S&F PVC (SWR) pipes 110mm bore single socketed in any length with rubber ring joints complete all as spd. |
| 39 | M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate) as in foundation & mass concrete bed of manhole etc. complete all as specified and directed. |
| 40 | M&L for Brick work with sub class \"B\" bricks straight or curved on plan, exe 6.0M mean radius built in cement mortar 1:4 as in wall of manholes complete 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 | M&L for Rendering 15mm thick in cement mortar 1:4, including finishing the surface even & smooth without using extra cement complete all as specified and directed. |
| 43 | M&L for PCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in benching of manhole, etc including necessary form work complete all as specified and directed. |
| 44 | SGSWpipe 150mm nominal bore grade \"A\" laid in tranches and jointed in cement mortar 1:1 and tested complete all as specified and directed. |
| 45 | M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate) as in bed of drain pipes, laid to falls including packing under, haunching against the sides of pipes after they are laid, jointed and tested for 150mm bore pipe complete all as specified and directed. |
| 46 | M&L for RCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in precast cement concrete, manhole covers including all use of forms, moulds or machine moulds and setting the blocks, slabs etc in cement mortar 1:4,complete all as specified and directed. (Reinforcement shall be measured and paid separately under respective item of schedule \"A\") |
| 47 | RCC Septic tank designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, RCC M-30 Design Mix in Walls , Base Slab , Baffle walls and Roof Slab including beams etc with Vent shaft , manhole openings with cover connection etc., complete with effective depth of 1.5 meter and overall depth of 3 meter for 50 user |
| 48 | Soakage wells excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonary in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 3 M dia X 4.5 M effective depth |
| 49 | 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-incharge |
| 50 | Rolling and consolidating formation surfaces in cutting/fillingetc complete with power road roller exc 8 tonne but not exc 12 tonne etc complete all as specified. |
| 51 | M & L soling (or sub base) 200 mm thick spread thickness with broken boulder or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradiant and camber complete all as specified and directed by Engr-in Charge. |
| 52 | M&L For 150 mm thick (compacted thicknes) WBM, of granite ,trap of basaltwith 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. |
| 53 | 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. |
| 54 | M & L for premix bituminous macadam laid/ rolled and compactedto required gradient and camber with Paving bitumen VG-30 content of 4% by weight of total mix (consolidated thickness 75 mm or less) for correction of undulation / camber. |
| 55 | 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. |
| 56 | M&LForSemi Dense Bituminous premix asphaltic dense concrete 40mm consolidated thickness with 5.5% binder content of VG-30by weight of total mix, rolled and compacted to required camber and gradient complete . |
| 57 | 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 |
| 58 | M & L for layinghot 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. |
| 59 | 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. |
| 60 | 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 |
| 61 | 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 |
| 62 | 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 |
| 63 | 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 |
| 64 | M&L for Surface dressing n exc 15 cm deep in any type of soil all as specified and directed |
| 65 | 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. |
| 66 | M&L for 75 mm thick PCC 1:4:8 Type D-2 using 40mm graded stone agg.complete all as specified |
| 67 | M&L for sand filling under floors or in foundations including watering and consolidation complete all as spd. |
| 68 | 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 |
| 69 | Construction of brk masonary drain 450 mm wide including excavation in any type of soil, PCC in foundation, PCC in coping, plastering, cover slab,Returning filling and removal of soil etc complete all as specified and shown on drawing |
| 70 | Supply, Installation, Testing, Commissioning ofCranton make LED - Flush Mounted Perimeter Light with Can model USG2‐5001G , 230VAC, IP 67 complete all asspecified and directed by engineer in charge |
| 71 | Supply, Installation, Testing, Commissioning of Cranton make LED - Flush Mounted Perimeter Light with Can model USG2‐5001W , 230VAC, IP 67 complete all asspecified and directed by engineer in charge |
| 72 | Supply, Installation, Testing, Commissioning of VHF lighting controller model RDL-8541A with VHF Whip Antenna for heliport lightscomplete all asspecified and directed by engineer in charge |
| 73 | supply and laying of control cable for LED - Flush Mounted Perimeter Lights complete all asspecified and directed by engineer in charge |
| 74 | Supply, Installation, Testing, Commissioning of Remote control monitoring system fortaxiway led light, Heliport lights, landing H, Aerodome beacon and windcon.complete all asspecified and directed by engineer in charge |
| 75 | Supply, Installation, Testing, Commissioning of 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 linear LED lights with driver (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 asspecified and directed by engineer in charge |
| 76 | Supply and Installation of elevated type LED Taxiway edge light on the existing housing box.complete all asspecified and directed by engineer in charge |
| 77 | Supply and Installation of elevated type LED runwayedge light on the existing housing box complete all asspecified and directed by engineer in charge |
| 78 | Supply and Installation of elevated type LED Approach light on the existing housing box. |
| 79 | Supply of6 Sqmm PVC insulated & PVC Sheathed stranded copper conductor single core for airlighting cable of 5 KV grade confirming to IS 1554 PART-II with upto date ammendments and conforming to particulars complete all asspecified and directed by engineer in charge |
| 80 | Supply ofisolating transformer 45/65 watt 6.6/6.6 amps complete all as specified and directed. |
| 81 | Supply of Connector kit suitable for runway cable isolating transformer of size 6 Sqmm single core complete all asspecified and directed by engineer in charge |
| 82 | Supply ofof 40mm dia PN6 PE63 HDPE Pipecomplete all asspecified and directed by engineer in charge |
| 83 | Supply ofof 8 SWG GI wire complete all asspecified and directed by engineer in charge |
| 84 | Supply ofMS transformer housing box water tight, cylinder shape of metal container suitable for housing of isolating transformer and provision of holes as required to fix 40 mm HDPE Pipe.complete all asspecified and directed by engineer in charge |
| 85 | Suppy 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 asspecified and directed by engineer in charge4 KW 6.6 Amp/6.6 Amps for taziway led lights and approach light |
| 86 | Dittoall as per item No 16 but capacity7.5kW 6.6amp/6.6 amp for runway edge light complete all asspecified and directed by engineer in charge |
| 87 | Providing, laying and fixing following size G.I. pipe (medium class) in GSB/WMM for laying of primary / 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-fillingcomplete etc as required. 32 Mm Dia.complete all asspecified and directed by engineer in charge |
| 88 | 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 with suitable terminal lug, GI strip connection andRCC enclosure 450 mm × 450 mm × 300 mm for protection, complete as specified and as directed by theEngineer-in-Charge.. |
| 89 | 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. |
| 90 | Dismentalling of old landing H , windcon, approach , runway edge and taxi lights complete all asspecified and directed by engineer in charge |
| 91 | Supply and installation of CPRI approved Lt panel for LED - Flush Mounted Perimeter Light, CCR , landing H and windcon, taxi lights, runway edge light and approach lights complete all asspecified and directed by engineer in charge |
| 92 | 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 completeall 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. |
| 93 | Supply, Installation, Testing, Commissioningofilluminated windcone completeall as specified and as directed by the Engineer-in-Charge.. |
| 94 | Supply of laying LT cable for CCR, windcon, landing H. completeall as specified and as directed by the Engineer-in-Charge.. |
| 95 | Supply and installation of LED Aerodome beacon including supply and laying of control cable completeall as specified and as directed by the Engineer-in-Charge.. |
| 96 | Supply, fixing , commisssioning and testing of Lithium based Energy Efficient Integrated Solar Street Light of 50 watt of size 1007/475/55 mm in rust proof Aluminium housing with Monocrystalline Solar PV Panel of 75 W(-0/+4W) Mono, Lithium Battery12.8V, 42 AH(BIS Certified), IP65, High brightness W-LED(120lm/watt) lamp with Aluminium reflector for better light distribution, CRI>70, Color 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 Dawn 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. Make:- Bajaj /Philips/Wipro/Sunsoko |
| 97 | Supply& fix/ Installed of 06-meter-high hot dip galvanized octagonal pole with dia 130 mm bottom &70 mm topmade 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. Alloctagonal 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. Make:- Bajaj /Philips/Wipro/Sunsoko |
| 98 | 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. |
| 99 | 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. |
