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| 1 | Part-I Design, supply, erection and commissioning of Shed and |
| 2 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including taking out and disposal of excavated earth within site and lift upto 1.5 m, disposed soil to be levelled and neatly dressed as directed by Engineer-in-charge. Extra for levelling & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600. |
| 3 | Clearing grass and removal of the rubbish outside site premises and at an unobjectionable place. |
| 4 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees & saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish outside the site and to an unobjectionable place. |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 |
| 6 | i) All kinds of Soil |
| 7 | 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, within premises and lift upto 1.5m |
| 8 | Supply & filling of local earth (including royalty) by mechanical transport also including ramming & watering of the earth in layers not exceeding 20cm in depth in plot, trenches, plinth, sides of foundations etc. complete |
| 9 | Supplying and filling in plinth with sand within specified grading zone of fine aggregates specified in table 3.1, clause 3.1.3 of attached specifications under floors, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming including watering, consolidating and dressing complete. |
| 10 | i) Local Fine Sand within grading zone IV |
| 11 | Supply & backfilling with 75mm thick murrum for brick/stone pitching or under driveway in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming,watering and dressing complete |
| 12 | Providing & laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc. UP TO FLOOR V LEVEL excluding the cost of centering, shuttering and finishing : |
| 13 | iii) PCC 1 Cement:2 Coarse Sand:4 Graded Stone Aggregate 20mm |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 15 | i) Foundations,footings,bases of column |
| 16 | ii) Retaining/return wall, wall (any Thickness) including attached pilaster buttresses, plinth & string courses, fillets, kerbs&steps etc |
| 17 | iii) Columns, piers, abutment, pillars,posts & struts |
| 18 | Providing & Laying Reinforced cement concrete work in walls (Any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level UP TO FLOOR V LEVEL excluding cost of centering, shuttering, finishing and reinforcement : |
| 19 | i) RCC 1 Cement :1 Coarse Sand: 2 Graded Stone Aggregate 20mm |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 21 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 22 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 23 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 24 | i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH |
| 25 | Providing & fixing hand rail of approved size, welding etc. to steel ladder railing,balcony railing & staircase railing and similar works including applying priming coat of approved steel primer. |
| 26 | ii) E.R.W. tubes |
| 27 | Preparation of fabrication drawings, bill of materials, getting approval from consultant/Client, including supply and factory fabrication of Pre-engineered steel structures such as columns, column bracings, sheeting posts, rafters, roof bracings, struts,roof purlins, side runners, sag angles, sag rods, chequered plates, stair cases, ladder, Anchor bolts (anchor bolts supply by Pre Engineered Beam vendor and fixing shall be carried out by civil contractor) etc and all other structural items as required in case of canopies at Bottling Plant. This includes surface prepartion by shot/grit/copper slag blasting to Swedish Standard SA 2½ for painting, supply and application of Painting for structural members as per specifications (Primer coat: Red Oxide Zinc Phosphate Primer (P3), DFT 60-70 µm (2 coats of 30-35 µm); Finish coat: Synthetic Enamel Paint (F6), DFT 40-50 µm (2 coats of 20-25 µm); Total DFT shall be minimum 100 µm) at site of approved colour, including loading, transportation, unloading, delivery at erection site, storage and handling at site, site assembly and finally erection of structures at appropriate location, alignment and bolting/welding of all structures true to line, level, plumb and dimension. The work shall be completed in all respect as per drawings, technical specification and direction of the Engineer-in-Charge. (Payment shall be made based on approved fabrication drawings) |
| 28 | Providing and fixing Klippon Galvalume steel profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of Cold rolled steel confirming to IS:513-2008 of base metal thickness 0.50 mm, having Yield Stress of Min. 275 MPa. Steel surface shall have hot dip metallic coating of Al-Zinc alloy comprising 55% Alluminium, 43.5% Zinc and 1.5% Silicon as per the ASTM-A792M, with total mass of coating on both sides shall be 150 gms/sqm. The steel shall have organic coating with Silicon Modified Polyester (SMP) /Super Durable Polyester (SDP) paint on continuous coil coating line. The thickness of coating on top side shall be 20-25 Microns (i.e. 15-18 microns SMP /SDP paint over 5-7 microns epoxy primer) and back side 8-10 Microns SMP/SDP paint over epoxy primer. Total Coated Thickness (TCT) shall be 0.58 MM. Sheet shall have protective guard film of thickness of 25 microns minimum to avoid scratches while transportation and should be supplied in single length up to 6m or as desired by Engineer-in-charge. |
| 29 | i) Profile Sheet for roofing |
| 30 | Providing & fixing UV stabilised fibreglass reinforced plastic sheet roofing up to any pitch including fixing with polymer coated 'J' or `L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% Ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation & thickness without air pockets & shall conform to IS 10192 & IS 12866. The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified |
| 31 | i) 2mm thk corrugated (2.5\\" or4.2\\"or 6\\") or step-down (2\\" or 3\\" or 6\\") |
| 32 | Providing and laying cement plaster on surfaces with fine sand including curing etc. |
| 33 | i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) |
| 34 | Finishing with Epoxy paint, 2 or more coats at all locations on steel work prepared & applied as per manufacturer's specifications including appropriate priming coat,preparation of surface, etc. |
| 35 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade with 2 or more coats |
| 36 | Painting with aluminium paint of approved brand and manufacture to give an even shade with 2 or more coats |
| 37 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to .075 mm) to wet mix macadam (WMM) specifications including premixing the material with water at OMC for all leads and 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 ton capacity to achieve the desired density, complete as per specifications & directions of Engineer-in- charge |
| 38 | Providing & laying factory made Grey / coloured pre-cast cement concrete, interlocking paver block of specified grade made by block making machine wih strong vibratory compaction & of approved size and design / shape, shade and manufacturers and as per IOCL's specifications. The paver blocks shall have peripheral chamfer, with average crushing strength as per IS 15658, maximum water absorption of 2% after 10 minutes and 5% after 24 hrs. as per BS 1881 maximum dimensional deviations of +/- 3mm on length @ width and +/- 3 mm on thickness. The job includes supplying and laying a layer of 50 mm thick clean coarse sand on thoroughly compacted sub-base below the paver blocks, cutting the paver blocks wherever required with hydraulic splitter, filling in the joints at the edges of paver blocks with sand, compacting with machine vibrator to required line and level, etc. complete. |
| 39 | i) M35 grade 60 mm thick Plain finish |
| 40 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia GI wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge using hot dipped galvanised wire of 4mm dia (The rate for civil works for excavation, brick masonry, PCC shall be paid separately) |
| 41 | Providing and laying non-pressure NP3 class (Medium class) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc.complete |
| 42 | i) 600 mm dia. R.C.C. pipe |
| 43 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and SW drain pipe 100 mm diameter, 1.8 m long complete as per standard design with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 44 | Supplying and fixing MS foundation bolts with necessary GI nuts and washers of specified sizes,all conforming to relevant Indian Standards and as approved by Engineer-in-charge : |
| 45 | v) 25mm dia x 1000mm long with 100 mm dia x 8 mm thick plate |
| 46 | Providing and fixing B class G.I. pipes complete with G.I. fittings including trenching and refilling etc for WATER and AIR, External work |
| 47 | iii) 25 mm dia. nominal bore |
| 48 | v) 40 mm dia. nominal bore |
| 49 | Making connection of G.I. Distribution branch with G.I. main of following sizes by providing & fixing C class tee, including cutting and threading the pipe etc. complete : |
| 50 | i) 25 to 40 mm nominal bore |
| 51 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 52 | iii) 25 mm nominal bore |
| 53 | Supplying and fixing of 4.5kg CO2 fire extinguisher of approved make Conforming to IS 15683, portable high pressure type. Body seamless Manganese Steel, ISI marked conforming to IS 7285, discharge valve conforming to IS 324,polyethylene flat discharge horn with diffuser,1m wire braded rubber hose, powder coated wall mounting mild steel bracket,stainless steel safety pin of SS 316 grade, CO2 gas with 99.5% purity. Extinguisher shall have anti corrosive treatment of phosphating by hot dipping process to thickness not less than 0.012mm both internally and externally. Epoxy polyester powder coating of minimum 50 micron to all metallic external parts with two bands of yellow colored fluorescent adhesive tape of minimum 20mm thickness of body. Finish of the paint to be PO red as per shade 538 of IS:5 |
| 54 | Supplying and fixing of 9kg DCP portable,cartridge type Fire extinguisher of approved make,Conforming to IS15683:2006,Body Carbon Steel as per IS:513,EDD grade with no vertical weld joint on the body Neck ring of seamless mild steel tube conforming to IS 1239 part-1, Valve assembly conforming to SS 316 grade or forged brass as per IS 6912 grade FLB, Inlet and outlet siphon tubes of SS 316 grade or of brass as per IS 407, Discharge nozzle of SS 316 grade of forged brass as per IS 6912, 500mm long discharge hose of EDPM rubber, powder coated wall mounting mild steel bracket,stainless steel safety Pin of SS 316 grade, Dry Chemical powder ( potassium bi-carbonate & Minimum 90% of the total chemical), ISI marked CO2 Gas cartridge of 200 gms, dia of the body 175mm +/- 10mm & overall height less than 650mm.Extinguisher shall have anticorrosive treatment of phosphating by hot dipping process to thickness not less than 0.012mm both internally & externally. Epoxy polyester powder coating of minimum 50 micron to all metallic external parts with two bands of yellow colored fluorescent adhesive tape of minimum 20mm thickness of body. Finish of the paint to be PO red as per shade 538 of IS:5 |
| 55 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed pipes. |
| 56 | iii) 160 mm diameter PVC Rain water pipe |
| 57 | Supplying and fixing MS foundation bolts with necessary GI nuts and washers of specified sizes,all conforming to relevant Indian Standards and as approved by Engineer-in-charge : |
| 58 | i) 12mm dia x 300mm long with 75 mm dia x 3 mm thick plate |
| 59 | vi) 32mm dia x 1125mm long with 100 mm dia x 8 mm thick plate |
| 60 | Part-II Electrical works |
| 61 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including taking out and disposal of excavated earth within site and lift upto 1.5 m, disposed soil to be levelled and neatly dressed as directed by Engineer-in-charge. Extra for levelling & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600. |
| 62 | Clearing grass and removal of the rubbish outside site premises and at an unobjectionable place. |
| 63 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees & saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish outside the site and to an unobjectionable place. |
| 64 | Excavating trenches of required width for pipes, cables etc including excavation for sockets & dressing of sides, ramming of bottoms,depth upto 1.5m including taking out excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing surplus excavated soil as directed, within or outside site at unobjectionable place in all kinds of soil |
| 65 | i) Pipes,cables etc. not exceeding 80mm dia |
| 66 | Supplying and filling in plinth with sand within specified grading zone of fine aggregates specified in table 3.1, clause 3.1.3 of attached specifications under floors, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming including watering, consolidating and dressing complete. |
| 67 | i) Local Fine Sand within grading zone IV |
| 68 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 69 | iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) |
| 70 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 71 | i) Foundations,footings,bases of column |
| 72 | CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying of XLPE insulated PVC sheathed aluminium/copper conductor, 1.1 kV grade armoured cable conforming to IS:7098, as per approved make in ground/ trench/surface/pipe, etc. whereever required as per direction of Engineer In-charge. Note: The rate of Installation should be inclusive of Cable clamps, tags Saddles, Consumables etc. Trays/pipes, trenches, fabricated tray supports etc will be covered & paid in Separate Items |
| 73 | iii) 3 Core x 1.5 sq. mm. (copper) |
| 74 | v) 4 Core x 2.5 sq. mm Copper Cable FRLS |
| 75 | xxii) 3.5 Core x 150 sq. mm Aluminium Cable FRLS |
| 76 | CABLE TERMINATION GLANDS NON-FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination (NON FLP): Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of NON FLP heavy duty Double Compresson cable glands, crimping type lugs and allied jointing materials, etc. all complete as per specification and direction of Engineer In-charge. Glands and lugs shall be of approved make. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used. |
| 77 | vi) 3 Core x 1.5 sq. mm. |
| 78 | xi) 4 Core x 2.5 sq. mm |
| 79 | xxii) 3.5 Core x 150 sq. mm Aluminium Cable FRLS |
| 80 | Supplying and installing of GI cable route marker with 100mm x 100mm x5mm thick GI Plate with inscription thereon, bolted/welded to 35mm x 35mm x 6mm angle iron, 600mm long and fixing the same in ground as per drawing & direction of IndianOil Job includes painting with one coat of redoxide & finishing paint |
| 81 | Providing and laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen |
| 82 | Supplying, fabricating and installing following sizes of perforated GI cable trays including horizontal and vertical bends, reducers, tees, cross members and other accessories as required and duly suspended from the ceiling and/or fix to steel/RCC columns, beams or any other structure members with MS suspenders, angles, channels, etc complete as per the direction of IndianOil |
| 83 | iv) 300mm x 25mm x 2mm |
| 84 | Supply & fixing of flame proof junction box (4 way entry) of BALIGA /CEAG-FCG/FLEXPRO/FEPL make including clamping arrangement, all complete as per specification and direction of Engineer In-charge. |
| 85 | Supply & laying of Automation Signal cable-Stranded (Class2) Annealed Bare Copper Conductor, Extruded PVC type C Insulated, 2 Cores Twisted to form a pair, each shielded with Aluminium backed Mylar Tape along withATC Drain Wire,multipairs laid up &Overall Shielded with Aluminium backed Mylar Tape along with ATC (Annealed Tinned Copper) Drain Wire and Extruded PVC Type ST-2 Inner Sheathed, Galvanised Steel Round Wire Armoured and Overall Extruded FRLS PVC Type ST-2 Outer Sheathed Instrumentation/Signal Cables conforming to BS 5308-2 & IS 1554-1 |
| 86 | i) 2P X 0.50 Sq.mm cable |
| 87 | i) Providing earthing with 100 mm dia, 3.0M long C.I pipe as per IS:3043 (with latest ammendment) including providing suitable earth bus for interconnection, providing a mixture of salt & charcoal, making earth pit chamber with chequered plate cover as per standard Drawing all complete as per specification & direction of Engineer In-charge |
| 88 | Supply & drawing/laying, jointing, connecting, testing and commissioning of earth strip/copper strip/GI wire for earthing and lightning protection under or aboveground complete as per specification for the following : |
| 89 | iii) 50 x 6 mm G.I. Strip |
| 90 | Formation of lighting protection arrangement with supply of 1.0 M height spike and erection at top most portion of structure/building and connecting the same to earthpit by 40x6mm GI strip (excluding supply and laying of GI strip) |
| 91 | Supplying and fixing of MV Lightining Arrestor horn gap type as required |
| 92 | i) Electrical insulating mats made of PVC Elastomer 3mm Thick & 1 mtr wide near swichboards, etc as per direction of Engineer In charge. Mat should conform to IS 15652 Class A - suitable for safe working voltage of upto 33 kV. Test certificate to be provided with supply. Mat's top Surface should be Antiskid Dotted & Bottom Surface should be Textured for Floor Grip. Mat's top Surface should be Antiskid Dotted & Bottom Surface should be Textured for Floor Grip. |
| 93 | ii) 6 mm thick chequered plate on cable trench inside swtich room, DG room, earthing pit including cutting, painting, lifting hooks, etc |
| 94 | iii) Supply and fixing of shock treatment chart in English, Hindi & local language framed in glass framework. |
| 95 | iv) 11 KV grade hand gloves, ISI mark |
| 96 | PANEL BOARDS AND DISTRIBUTION BOARDS Supply, installation, testing and commissioning of cubicle type power and motor control centre panel fabricated out of 14 SWG sheet steel undergone 7 tank process,dust & vermin proof, floor mounting type, suitable for indoor use having cable entry from the bottom and having following specific components complete, control wiring etc. as per enclosed standard drawing. Any other components/hardware required to complete the panels but not mentioned here shall also be provided. Note: Both incomers should have mechanical interlock for proper & safe operation. The MCCB used for incomer feeder shall have short circuit, overload and earthfault protection and also shunt coil for ESD operation. The Bus Bar support shall be DMC/ SMC/Epoxy moulded. All equipment/components shall be mounted logically to have free access for maintenance, tightening of connections & visual inspection. All the metering equipment shall be Digital & mounted on the panel and size of meter shall be 96 mm x 96 mm. The Bus Bar shall be provided with heat shrunk PVC sleeves & all power terminals shall be stud type with properly shrouding to avoid accidental contact. Neoprene type gasket shall be provided at the doorof the panel. The enclosure of the Panel shall have IP52 degree of protection. 2 Nos earth terminal shall be provided at the Panel frame with extension link for earthing connections. Painting:The under surface shall be prepared by applying a coat of phosphate paint and coat of yellow zinc chromate primer. The under surface shall be made free from all imperfections before undertaking the finishing coat. After preparation of the under surface, the switchboard shall be spray painted with two coats of epoxy based final paint or shall be powder coated. Colour shade of final paint shall be RAL 7032. |
| 97 | Kisaan Seva Kendra, Standard drawing No. ENG/IOCL/PDIL-3. List of Componets are: (a) 1 No. MCCB (3P+N) of 63 A, 25 KA with O/L, E/F & S/C Releases for incomer from Electricity Board (b) AC Digital Voltmeter (0-500V) with built in selector switch for incomer from Electricty Board (c) AC Digital Ammeter (0-60A) with built in selector switch for incomer from Electricity Board (d) 1 No. FP, On Load, 63 A, Manually Operated Change over switch suitable for connection of Mains supply and 10 KVA DG Set /5 KW Solar system with required No. of MCCB (63 A ,25 KA, 3P+N) for change over between Mains supply and DG Set /Solar Supply along with 2 Nos 6A , SP, Control MCB with Indicating lamps. (e) 1 No. MCCB (3P+N) of 63A, 25 KA with UV coil O/L , E/F & S/C Releases for incomer from Electricity Board/DG Set/ Solar Supply & 1 No 6A , SP, Control MCB with 3 Nos LED Type (RYB) Indicating lamps (f) 3 Nos 60/5 A CL1 10VA Current Transformers ; PT (50 VA) along with 2 A control fuse link and 1 No. 6A , SP, Control MCB (g) 1 No DP MCB of 40 A, 10 KA for supply of essential loads (h) 1 No Single Phase Contactor(3NO+3NC) for supply to essential loads (i) 1 No MCB DB Hosuing 6 Nos , 16 A, 10 KA DP MCB as outgoings for essential loads (j) 415 V, TP & N, 100 A, Al Bus Bar (k) 4 Nos MCB (3P+N) of 40 A,10 KA for supply of outgoing feeders 1-4 (l) 6 Nos DP MCB of 10 A, 10 KA in Outgoing Feeder -1 (m) 6 Nos DP MCB of 16 A, 10 KA in outgoing Feeder-2 (n) 6 Nos DP MCB of 16 A, 10 KA in outgoing Feeder-3 (o) 6 Nos TP MCB of 16 A, 10 KA in outgoing Feeder-4 (p) Provision for Termination of Solar Power (Up to 10 KW) Incomer to Essential DB in Panel as per requirement of IOCL. |
| 98 | MCB DISTRIBUTION BOARD INCLUSIVE OF SINGLE PHASE MCB Supply & fixing of MCB Distribution Board double door type, IP-42, inclusive of MCB, Single Phase, as per approved make of following types with all accessories such as tinned copper busbars, neutral link, earth bar, din bar, knockouts, interconnections, earth studs, etc. (MCB - 10KA Breaking Capacity) |
| 99 | ii) 12 way DB with 32A DP as incoming-1No.& 6to16ASP as outgoing-12No |
| 100 | MCB DISTRIBUTION BOARD INCLUSIVE OF 3- PHASE MCB Supply & fixing of MCB Distribution Board double door type inclusive of MCB, Three Phase, as per Approved Make of following types: (MCB - 10KA Breaking Capacity) |
| 101 | i) S/E 4 way DB with 63A FP RCBO, 300 mA sensitivity as incoming - 1No.& 6 to 16A SP as outgoing - 4 Nos. for each phase. |
| 102 | Supply and Installation of Flame Proof ESD Push Button |
| 103 | Supply and fixing of 3-phase,4 Wire energy meter (KWH)-electronic type |
| 104 | i) Direct on line type |
| 105 | AREA LIGHT POLES Supply, erection and painting of area light poles of following types including 38/50mm dia tubular arm, MS base plate, earth boss, including concrete foundation (M 15) of approx. size 0.5M x 0.5M and depth varying from 1.25M to 1.5M as per IS:2713 (Part II) and as per site condition, all complete as per site direction. Pole painting to be done with two coats red oxide primer and two coats of alluminium paint. |
| 106 | ii) S/E 7M long 'DOUBLE ARM' Pole of designation 410-SP-3, as per specifications and direction of Engineer in charge |
| 107 | Supplying & drawing inside the poles 3 core 2.5 sq.mm PVC insulated flexible copper conductor, fixing of junction box at the pole base (excluding supply of JB), making all connections on both ends, all complete as per specification and direction of Engineer In-charge. |
| 108 | i) \\"Y\\" Pole |
| 109 | OCTAGONAL POLES Supply & Fixing of Octagonal Poles of following type (Civil job shall be paid separatly) : |
| 110 | i) S/E of 7 Meter high galvanised Octagonal pole with top 70mm (A/F), bottom 130mm (A/F) made up of 3 mm thick plate having a base plate of size 220 x 220 x 12 with single arm 1500mm long bracket arm made up of 48 O.D. pipe with EN 8 grade galvanised foundation bolts and anchor plate on suitable concrete foundation as per standard drawings enclosed herein(Civil & Electrical works shall be paid separately) having fixing arrangement for mounting 2 Nos. of 250W Metal halide luminaries (on opposite sides) |
| 111 | Supply and fixing of 100 W LED (Light Emitting Diode) light fixture with fittings and accessories for Yard lighting purpose having IP66 protection class with Pressure Die Cast LM6/ADC12/LM24 housing and with toughened glass or UV stabilized polycarbonate cover type of approved make or equivalent as per direction of Engineer-in-charge. The LED driver shall have an in-built high voltage cutoff >= 290 V with power factor of complete fitting greater than 0.90. CCT (Correlated Colour temperature) shall be in the range of 5665 K +/- 355 K as per ANSI standard C78.377, CRI (Colour rendering index) should include all colour range from R1 to R15 and > 70 for outdoor luminaire. LED efficacy shall be greater than 140 lumens/watt @ 350mA drive current. The minimum system lumen efficacy of the luminaire shall be 100 Lumens per Watt. The Surge Protection Device (SPD) should be series type with fail safe, surge protection for minimum 3kV shall be provided. Supply of complete fitting with all accessories as per specification attached and as per direction of engineer in charge. Each lot of fittings shall accompany test certificates LM79/ IS:16106 and reference/ batch nos of LEDs and fittings for verification at site. The supply of LED lighting shall be covered by a warranty of minimum 60 months from the date of supply of the lighting and the LED light fitting shall be complete in all respects including LED, LED Driver, Electronic circuitory, Luminaire etc. |
| 112 | Panel Board Stickering work |
| 113 | Panel Board marking of outgoing identification work |
| 114 | Preparation of single Line diagram - Electrical Layout |
| 115 | Preparation of single Line diagram - Earthing Layout Please Enable Macros to View BoQ information |
