Indian Oil Corporation Limited-IOCL has published Tender For Various Engineering Works Like Canopy, Spill Containment Drain, New Pmcc Panel, New Panel Room, Installation Of New Product Alongwith All Associated Civil, Mechanical And Electrical Works At Mohanbari Afs,Dibrugarh. Submission Date for this Tender is 20-12-2022. Electrical Maintenance Tenders in dibrugarh Assam. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Canopy & Spill Drain |
| 2 | Canopy |
| 3 | STRUCTURAL & ROOFING WORKS |
| 4 | Dismantling Steel work in built up sections in angles, tees, flats channels etc. including all gusset plates, bolts nuts, cutting rivets welding etc. including dismembering and stacking within premises |
| 5 | Dismantling roofing including ridges, hips valleys & gutters, False ceiling of any type and stacking the material within premises, of: |
| 6 | i) G.S. Sheet/ Klippon galvalume sheet/ False ceiling panels |
| 7 | Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: |
| 8 | Providing and fixing 150F/200F flush panel,(pre-coated steel) False Ceiling made of Cold rolled steel sheet conforming to IS 513, having minimum yield stress and tensile stress as 240 Mpa and 300 Mpa respectively. Base metal thickness for ceiling panel and Carriers shall be 0.45mm and 0.55mm respectively. The steel surface shall have hot dip metallic coated with Zinc coating (galvanizing) as per IS277, with total mass of coating on both sides shall be 120 gms/sqm. The steel shall have organic coating with Regular Modified Polyester (RMP) paint on continues coil coating line. The thickness of coating on top side shall be 20-25 Microns (i.e. 15-18 microns RMP paint, over 5-7 microns epoxy primer) and back side 8-10 Microns RMP paint over epoxy primer. Total Coated Thickness (TCT) shall be 0.50 MM for Ceiling panel and 0.60 MM for Carrier. Sheet shall have protective 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 (for panel) and up to 5m (for carrier) or as desired by Engineer-in-charge. The ceiling panel shall be clipped into carriers which are suspended from steel trusses/purlins with the help of GI suspension angle of size 25x25x0.5mm thick by means of rigid suspension system meant for exterior. The longitudinal joints of two panels shall be butt joined with a special type of panel splice to be fixed from inner side. The carrier will be joined with carrier splices maintaining a module of 150 mm. The spans shall not exceed as recommended and manufacturer recommendations shall be followed on installation procedure. |
| 9 | 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. |
| 10 | i) Profile Sheet for roofing |
| 11 | ii) Plain Sheet for Ridges (500 - 600mm). |
| 12 | iii) Plain sheet for Flashings/ Aprons (Upto 600 mm) |
| 13 | iv) Plain Sheet for Gutter (600 mm over all girth) |
| 14 | Providing valleys of 90cm wide overall in plain G.S. sheet 1.60mm thick with zinc coating not less than 350gm/m², fixed with polymer coated J or L hooks, bolts and nuts 8mm dia.. G.I. limpet : and bitumen washers complete OR G.S.Sheet on fascia of Canopy upto 1.0m width, fixing with rivets/screws etc in place of J/L hooks etc. |
| 15 | 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. |
| 16 | ii) 110 mm diameter |
| 17 | Constructing masonry Chamber 60x60x75 cm,inside in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valves etc, with CI surface box 100mm. top diameter,160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominalsize), i/c necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 18 | Providing and laying non-pressure NP2 class (light duty) 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 : Light Duty |
| 19 | iv) 300 mm dia. R.C.C. pipe |
| 20 | 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 |
| 21 | iv) Pipes, Cable etc. > 80mm < 300m dia |
| 22 | vii) Pipes,cables etc.> 300mm < 600mm dia |
| 23 | Taking out existing CC interlocking paver blocks from footpath central verge, including removal of rubbish etc., disposal of unserviceable material out of site at unobjectionable place and stacking serviceable material within premises as per direction of Engineer - in-Charge |
| 24 | Supply and laying of water bound macadam of 100 mm consolidated thickness for subbase with 90 to 45 mm stone aggregate,11.2mm size screenings, chippings of stone and murrum spreading, watering and consolidating in camber with power roller complete as/specifications. |
| 25 | Supply and laying of water bound macadam in layers, each of 75 mm thick (consolidated) with 63 mm to 45 mm stone aggregate. Each layer shall be consolidated by power roller after watering, spreading chippings of stone and murrum complete as per specifications. Item includes supply of murrum 6 mm thick, watering and rolling with power roller complete with preparation of surface. Rate per Layer |
| 26 | 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. |
| 27 | ii) M40 grade 80 mm thick Plain finish |
| 28 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. |
| 29 | Dismantling of complete Fall Arrestor System and proper storing of the same.Re-installation of the complete Fall Arrestor System in the new Canopy. |
| 30 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in widthas 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 |
| 31 | ii) Ordinary rock |
| 32 | 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 |
| 33 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 34 | vi) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 40mm) |
| 35 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 36 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 37 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 38 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 39 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 40 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 41 | Demolishingcement concrete manually/ by mechanical means including disposal of material outside premises at an unobjectionable place as per direction of Engineer-in-charge. |
| 42 | i) 1:3:6 or richer mix (i/c equivalent design mix) |
| 43 | Demolishing R.C.C. workmanually/ by mechanicalmeans including stacking of steel bars & disposal of unserviceable material outside site to an unobjectionable place as/ direction of Engineer-in-charge |
| 44 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. |
| 45 | Demolishing brick work manually/mechanical means including stacking of serviceable material & disposal of unserviceable material outside premises at an unobjectionable place as / direction of Engg-in-charge |
| 46 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 47 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH |
| 48 | Providingandfixing18mmthickgangsawcutmirrorpolished premoulded and prepolished, machine cut for kitchen platforms, vanity counters, sills, facias, Pump Island & similar locations of required size, approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding & polishing to edge to give high gloss finish etc. complete at all levels. |
| 49 | iii) Granite of any colour and shade having Area of slab upto 0.50 sqm |
| 50 | ELECTRICAL WORKS |
| 51 | CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying ofXLPE 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 |
| 52 | iv) 3 Core x 2.5 sq. mm Copper Cable FRLS |
| 53 | xiv) 4 Core x 16 sq. mm Aluminium Cable FRLS |
| 54 | 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 Compressoncable glands, crimping type lugs and allied jointing materials, etc. all complete as per specificationand 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. |
| 55 | vii) 3 Core x 2.5 sq. mm |
| 56 | FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination(FLP):Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of FLP heavy duty double compression cable glands, Baliga/CEAG-FCG /Flexpro/ FEPL make, crimping lugs and allied jointing materials, etc. all complete as per specification & direction of Engineer In-charge. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used. |
| 57 | vii) 3 Core x 2.5 sq. mm |
| 58 | xiv) 4 Core x 16 sq. mm |
| 59 | Supply and fixing FLP/WP 60W LED Clean Room Fitting with SS reflector & suitable driver, Cable Entry: 2 x 0.75” ET, Finish: Epoxy Light Grey with shade 631:IS5 on False Ceiling |
| 60 | Providingand laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen |
| 61 | CABLE BRICK DUCT Providing & constructing underground brick duct 650mm below GL for laying of 3 cables of max. diameter 70mm, complete with supply and laying of sand, bricks & including Excavation and backfilling in all kind of soils |
| 62 | ii) 225 mm (16 Bricks & 0.0195 cum per Mtr) |
| 63 | DISMANTLING Dismantling of following electrical fittings / fixtures with all leads and lifts. |
| 64 | i) Electrical cables of all sizes from under / above ground position |
| 65 | REMOVING OLD LIGHT FITITNGS |
| 66 | REMOVING OLD FLP JUNCTION BOXES |
| 67 | Providing, fixing, testing and commissioning of FLPjunction box of approved make for cable connection/ jointing. |
| 68 | i) For cables 2.5 to 4 sqmm XLPE / AYFY |
| 69 | SPILL CONTAINMENT DRAIN |
| 70 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in widthas 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 |
| 71 | ii) Ordinary rock |
| 72 | 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 |
| 73 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 74 | vi) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 40mm) |
| 75 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 76 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 77 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 78 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 79 | iv) Lintels, beams plinth beams,girders bressumers and cantilevers |
| 80 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 81 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 82 | Structural steel work in built up sections/ framed work in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cutting,hoisting,fixing in position & applying a priming coat of approved steel primer etc. as required. |
| 83 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 84 | PROVISION OF SUMP |
| 85 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in widthas 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 |
| 86 | ii) Ordinary rock |
| 87 | Supply & filling coarse sand of Zone III in sand pad foundation in layers not exceeding 200mm.Each deposited layer shall be compacted by mechanical vibration and watering to achieve minimum relative density 95 %. Last layer of sand pad to be prepared in desired slope. |
| 88 | 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 |
| 89 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 90 | iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) |
| 91 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 92 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH |
| 93 | Providing and laying cement plaster on surfaces with fine sand including curing etc. |
| 94 | iv) 15mm Cement plaster of mix 1:6 (1 cement: 6 fine sand) on rough side of half or single brick wall |
| 95 | Providing & fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (minimum thickness of 5 mm) of approved make in all colours,shades except burgundy,bottle green,black of any size as approved by Engineer-in-Charge in skirting,risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointinginwhite cementmixed withpigment ofmatchingshade. |
| 96 | Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: |
| 97 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 98 | Providing and laying dry brick on edge flooring in required pattern with bricks of Class designation 7.5 on a bed of 12 mm mud mortar including filling joints with river sand with common burnt clay non- modular bricks |
| 99 | PMCC,PMCC ROOM,PRODUCT PUMP |
| 100 | PRODUCT PUMP |
| 101 | CIVIL WORKS |
| 102 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in widthas 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 |
| 103 | ii) Ordinary rock |
| 104 | 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 |
| 105 | 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. |
| 106 | i) Local Fine Sand within grading zone IV |
| 107 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 108 | iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) |
| 109 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 110 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 111 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 112 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 113 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 114 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 115 | Providing & laying Ceramic Glazed floor tiles 300x300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours White, Ivory, Grey, Fume Red Brown, laid on 20mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) jointing with grey cement slurry@ 3.3kg/sqm including pointing the joints with white cement and matching pigments etc. complete. |
| 116 | Demolishing brick work manually/mechanical means including stacking of serviceable material & disposal of unserviceable material outside premises at an unobjectionable place as / direction of Engg-in-charge |
| 117 | Demolishingcement concrete manually/ by mechanical means including disposal of material outside premises at an unobjectionable place as per direction of Engineer-in-charge. |
| 118 | i) 1:3:6 or richer mix (i/c equivalent design mix) |
| 119 | Demolishing R.C.C. workmanually/ by mechanicalmeans including stacking of steel bars & disposal of unserviceable material outside site to an unobjectionable place as/ direction of Engineer-in-charge |
| 120 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. |
| 121 | Dismantling Steel work in built up sections in angles, tees, flats channels etc. including all gusset plates, bolts nuts, cutting rivets welding etc. including dismembering and stacking within premises |
| 122 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 123 | i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand)IN FOUNDATION AND PLINTH |
| 124 | x) Half brick masonry with common burnt clay F.P.S.(non modular) brick of class designation 7.5 in Cement mortar 1:4 (1 cement:4 coarse sand in superstructureABOVE PLINTH level & UP TO FLOOR V LEVEL |
| 125 | Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: |
| 126 | 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) |
| 127 | Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Tiles of dark shade pigment using ordinary cement |
| 128 | Dismantling roofing including ridges, hips valleys & gutters, False ceiling of any type and stacking the material within premises, of: |
| 129 | ii) Asbestos Cement sheet |
| 130 | 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. |
| 131 | i) Profile Sheet for roofing |
| 132 | ii) Plain Sheet for Ridges (500 - 600mm). |
| 133 | iv) Plain Sheet for Gutter (600 mm over all girth) |
| 134 | MECHANICAL WORKS |
| 135 | Supply of PIPE: ASTMA 106 Gr-B. |
| 136 | 100 mm dia (min 6.35 mm th) |
| 137 | 80 mm dia (min 4.78 mm th) |
| 138 | 150 mm dia (min 6.35 mm th) |
| 139 | LAYING & WELDING OF PRODUCT PIPELINE ABOVE GROUND) IN ZONE-BLaying and welding (3 runs min.) above ground/ below ground pipelinesfrom supplied MS pipes (pipes to be supplied anywhere within the depotand the contractor shall shift the same to the site of work at no extracost with all leads and lifts) of the following sizes as described below, including cutting bevelling and fixing the supplied specials suchas elbows, bends tees, reducers etc complete and hydrotesting thepipelines at 10.5 KSC for a minimum period of 4 Hrs.The job includes dye penetration (DP) testing of pipeline joints as perapproved QAP.Above ground pipeline to be laid on concrete pedestals(which is to be constructed as per the respective item of thisschedule)/ piperacks/ TLF shed/pump house and manifolds and paintingthe pipeline as per the specifications enclosed including the colourcoding as per IOC specifications. Welding of pipeline should conform to Radiography quality. 10% of the joints shall be radiograped and the cost of the same will be paid separately as per respective item etc. and as directed at site.Note:a. Any repairs to the defective welding shall be made good at no extracost. Re radiography of repaired joint shall also be at contractor"scost.b. The rates quoted also to include colour coding of pipelines as perthe standards.Painting Specification: Application for External/ Internal painting for all product tanks shall be carried out by means of AIRLESS SPRAY PAINTING SYSTEM only.1. Surface Preparation as per SA 2½2. Primer : P3-Red Oxide Zinc Phosphate Primer : Two Coats: DFT-30-35micron per coat3. Finish Coat : F2-Aluminium Finish Paint : Two Coats :DFT-15-20micron percoat Total Min DFT 90 micron |
| 140 | 100 mm dia pipe |
| 141 | 80 mm dia pipe |
| 142 | 150 mm dia pipe |
| 143 | Supply, handling, erection, testing & commissioning of Cast CarbonSteel ASTM- A 216, Gr. WCB Double Flanged Gate Valve as per BS : 1414 ;API-600 , Class# 150, with stainless steel rising spindle & internalworking parts,flange drilled as per ANSI B 16.5 Cl #150,raised face and hand wheel including making flanged joints at both ends with SW SS gaskets, supply & fixing of nuts, bolts, bonding etc., all complete inall respect as per the direction of engineer-incharge. Erection and commissioning rate at this line item is Rs. 650 perinch-dia. If only supply is done then deduction will be made @Rs.650/-per inch dia. |
| 144 | 100 mm dia |
| 145 | 80 mm dia |
| 146 | 150 mm dia |
| 147 | Supply (Class-150) CS non return valves (swing check / lift ) for product and fire hydrant lines as per enclosed specification : Chk VlvDual Plate API 594 A 216 Gr. WCB CL150 RFTBE Wafer Type between FlangesTrim 1 to API 594 602 (13% Cr) AISI 410 Pin Inconel X750 Sprng 125 - 250Ra Finish API 598. |
| 148 | 100 mm dia |
| 149 | 80 mm dia |
| 150 | Fixing the supplied Class-150 CS non return valves (swing check / lift) for product and fire hydrant lines as per enclosed specification & drawings. NRVs shall be mechanically cleaned (St-2) & painted with 1coat of P4 primer and 2 coats of F1 finish paint of approved colourand shade as per specifications and as per directions of site incharge. Rate is also inclusive of boding with multi-strand Cu strips. |
| 151 | 100 mm dia |
| 152 | 80 mm dia |
| 153 | Supply of following Slip On flanges (SORF) conforming to ASTM A-105 Class 150 |
| 154 | 100 mm dia |
| 155 | 80 mm dia |
| 156 | 150 mm dia |
| 157 | Welding of the supplied CS WNR/SOR flanges on the pipelines with 1 run inside and two runs outside etc compete and as per specifications enclosed. |
| 158 | 100 mm dia |
| 159 | 80 mm dia |
| 160 | 150 mm dia |
| 161 | Supply of following BLRF flanges conforming to ASTM A- 105 Class 150;ANSI B 16.5 |
| 162 | 100 mm dia |
| 163 | 80 mm dia |
| 164 | 150 mm dia |
| 165 | Making flanged joints between flanges (WNRF/SORF/BLRF) including supplying and fixing 3 mm thick SW SS gaskets with graphite fillers,studs, nuts, bolts of approved make for the following sizes, as per IOCL specifications and site instructions. The flange joint shall alsoinclude providing and fixing multistrand copper wire/flat for bonding of product pipelines including provision of lugs. |
| 166 | 100 mm dia |
| 167 | 80 mm dia |
| 168 | 150 mm dia |
| 169 | PIPE FITTINGS : Supplying the following sizes of Elbows/ Tees/ Reducermade of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be asper ASTM A 234 Grade WPB schedule 40 and dimensions as per ASME B 16.5.Note: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.Reducers (Concentric) |
| 170 | 100 x 80 mm |
| 171 | 150 x 100 mm |
| 172 | 150 x 80 mm |
| 173 | FABRICATION OF CARBON STEEL MITRE CUT BENDS (90°/45° BENDS)- FOURPIECES(THREE JOINTS).Preparing drawings and fabrication of the 90deg. carbon steel mitrebends (four piece, three joints) including transportation of materialsfrom owner"s storage points to work site and / or shop, cutting,edge preparing, welding using electrodes as per owner"s quality requirements including supply of all necessary equipments, consumables,labour,tools, tackles and supervision. Work shall be carried out as per thespecifications, drawings, codes, and instructions to the full satisfaction of the engineer-in-charge. |
| 174 | 4" dia pipe |
| 175 | 3" dia pipe |
| 176 | 6" dia pipe |
| 177 | Supply and installation of Pressure Guage 150mm dial of Pressure Rating 0-25 Kg/cm2 |
| 178 | Supply & Installation of Box type Strainers of 80mm dia in Pump discharge line including flange connection nuts,bolts,gasket etc and painting |
| 179 | Mounting, installing, aligning, testing and commissioning of the powerdriven product pumpsets supplied by IOC without causing damage to pumpsets and its accessories. Pumpsets shall be erected and aligned as per manufacturer"s drawings. Note: The pumpsets shall be supplied anywhere within the premises andthe contractor shall undertake to lead the same to the foundations at noextra cost. The cost of foundation shall be measured & paid separately under respective civil items. |
| 180 | 1500LPM X 20-40M Head (OCF Pump) |
| 181 | Dismantling of Centrifugal type product pump . Job involve opening of all foundation bolts, inlet and outlet flange joints, Electricalconnection, lifting the pump manually or hydra as required and shifting at the designated place within the location as guided by EIC/ Location’sofficer.Separate payment will be given for dismantling of RCC/PCC if any. |
| 182 | Upto 300 KL/Hr (5000 LPM) |
| 183 | CONST. OF PANEL ROOM |
| 184 | CIVIL WORKS |
| 185 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in widthas 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 |
| 186 | ii) Ordinary rock |
| 187 | Providing and laying dry brick on edge flooring in required pattern with bricks of Class designation 7.5 on a bed of 12 mm mud mortar including filling joints with river sand with common burnt clay non- modular bricks |
| 188 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 189 | v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) |
| 190 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 191 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 192 | 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 |
| 193 | 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. |
| 194 | i) Local Fine Sand within grading zone IV |
| 195 | Providing & Laying Reinforcedcementconcreteworkinwalls (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 : |
| 196 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 197 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 198 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 199 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 200 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 201 | v) Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 202 | iii) Suspendedfloors,roofs,landings,balconies, access platform and Shelves (Cast in situ) |
| 203 | iv) Lintels, beams plinth beams,girders bressumers and cantilevers |
| 204 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 205 | i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand)IN FOUNDATION AND PLINTH |
| 206 | x) Half brick masonry with common burnt clay F.P.S.(non modular) brick of class designation 7.5 in Cement mortar 1:4 (1 cement:4 coarse sand in superstructureABOVE PLINTH level & UP TO FLOOR V LEVEL |
| 207 | 40mm Thick Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand:4 stone aggregate of 20mm nominal size) finished with a floating cement coat of neat including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 208 | Providing and laying cement plaster on surfaces with fine sand including curing etc. |
| 209 | iii) 15mm Cement plaster of mix 1:4 (1 cement: 4 fine sand) on rough side of half or single brick wall |
| 210 | 25mm Thick Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade ofthe slab including rubbing and polishing complete. with baseof cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 211 | Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete |
| 212 | Finishing walls with Acrylic Smooth exterior paint of required shade (2 or more coat applied @ 1.67 ltr/10 sqm over & including priming coat of exterior Primer applied @ 2.20kg/10 sqm) |
| 213 | Finishing walls with Deluxe Multi surface paint system for interiors & exteriors using Primer as per manufacturers specifications with two or more coats applied on wall @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @ 0.75 ltr / 10sqm |
| 214 | Painting top of roofs with residual type petroleum bitumen of grade VG10 of approved quality at 17kg per10sqm impregnated with a coat of coarse sand at 60 cudm per 10sqm including cleaning the slab surface with brushes & finally with a piece of cloth lightly soaked in kerosene oil complete. |
| 215 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions,at top, bottom & sides with with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/panelling, C.P. brass/stainless steel screws including fixingall complete as per drawing & the directions of Engineer-in-charge. (Cost of glazing or panels to be paid for separately) |
| 216 | i) Fixed Glazing with Powder coated aluminium (minimum thickness of powder coating 50 micron) sections |
| 217 | iii) For shutters of doors, windows & ventilators with Powder coated aluminium sections including providing fixing hinges/ pivots & making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) |
| 218 | Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass/stainless steel screws etc. complete as per directions ofEngineer in charge |
| 219 | i) Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side |
| 220 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item): |
| 221 | iii) With float glass panes of 8.0 mm thickness (weight not less than 20kg/sqm) |
| 222 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 having brand logo embossed on the body/plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. |
| 223 | i) With stainless steel cover plate minimum 1.25 mm thickness |
| 224 | Providingandfixingaluminiumcasementwindowsfastenerof required length for aluminium windows with necessary screws etc. complete. |
| 225 | i) Powder coated minimum thickness 50micron aluminium |
| 226 | Providing and fixing aluminium round shape handle of outer dia 100mm with SS screws etc. complete as per direction of Engineer-in- charge |
| 227 | i) Powder coated minimum thickness 50 micron aluminium |
| 228 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation levelling & dressing & finishing the top smooth |
| 229 | Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Tiles of dark shade pigment using ordinary cement |
| 230 | 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. |
| 231 | i) 75 mm diameter |
| 232 | Demolishing brick work manually/mechanical means including stacking of serviceable material & disposal of unserviceable material outside premises at an unobjectionable place as / direction of Engg-in-charge |
| 233 | Demolishingcement concrete manually/ by mechanical means including disposal of material outside premises at an unobjectionable place as per direction of Engineer-in-charge. |
| 234 | i) 1:3:6 or richer mix (i/c equivalent design mix) |
| 235 | Demolishing R.C.C. workmanually/ by mechanicalmeans including stacking of steel bars & disposal of unserviceable material outside site to an unobjectionable place as/ direction of Engineer-in-charge |
| 236 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. |
| 237 | Supply and laying of water bound macadam of 100 mm consolidated thickness for subbase with 90 to 45 mm stone aggregate,11.2mm size screenings, chippings of stone and murrum spreading, watering and consolidating in camber with power roller complete as/specifications. |
| 238 | Supply and laying of water bound macadam in layers, each of 75 mm thick (consolidated) with 63 mm to 45 mm stone aggregate. Each layer shall be consolidated by power roller after watering, spreading chippings of stone and murrum complete as per specifications. Item includes supply of murrum 6 mm thick, watering and rolling with power roller complete with preparation of surface. Rate per Layer |
| 239 | Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mixer plant at Optimum Moisture Content, carriage of mixed material by tippers to work site, for all lead and lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface & compacting with vibratory power roller to achieve the desired density, complete as per specification & direction of Engineer-in-charge. |
| 240 | ii) With material confirming to grade-II (size 53 mm to .075 mm) having CBR value -25,Thickness as desired |
| 241 | Extraforcompaction of earth work in embankmentunder optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). |
| 242 | 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. |
| 243 | ii) M40 grade 80 mm thick Plain finish |
| 244 | ELECTRICAL WORKS |
| 245 | S/I OF PMCC PANEL |
| 246 | Panel Board marking of outgoing identification work |
| 247 | Supplying and fixing of 0.8 mm thick Aluminium Lables with identification of names/ numbers etc. as per direction of Engineer-in-Charge. |
| 248 | Erection, testing and commissioning of IOC supplied following 3-phase Air cooled Generator (excluding the cost of cable, glands and earthing) |
| 249 | vii) 50KVA |
| 250 | CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying ofXLPE 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 |
| 251 | xx) 3.5 Core x 95 sq. mm Aluminium Cable FRLS |
| 252 | xix) 3.5 Core x 70 sq. mm Aluminium Cable FRLS |
| 253 | xiv) 4 Core x 16 sq. mm Aluminium Cable FRLS |
| 254 | iv) 3 Core x 2.5 sq. mm Copper Cable FRLS |
| 255 | xvii) 3.5 Core x 35 sq. mm Aluminium Cable FRLS |
| 256 | xviii) 3.5 Core x 50 sq. mm Aluminium Cable FRLS |
| 257 | FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination(FLP):Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of FLP heavy duty double compression cable glands, Baliga/CEAG-FCG /Flexpro/ FEPL make, crimping lugs and allied jointing materials, etc. all complete as per specification & direction of Engineer In-charge. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used. |
| 258 | vii) 3 Core x 2.5 sq. mm |
| 259 | xx) 3.5 Core x 95 sq. mm |
| 260 | xix) 3.5 Core x 70 sq. mm |
| 261 | FASD STARTER Supply & Fixing of 3 phase,415V, 50HZ FASD(fully automatic star delta) starter with illuminated ON-OFF push buttons(LED type) having suitably rated thermal overload relay and single phasing preventer with auxillary contactors of approved make of following capacities. |
| 262 | iii) 30 HP |
| 263 | Supply & Fixing of FLP Push Button for Product Pumps. |
| 264 | Providingand laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen |
| 265 | CABLE BRICK DUCT Providing & constructing underground brick duct 650mm below GL for laying of 3 cables of max. diameter 70mm, complete with supply and laying of sand, bricks & including Excavation and backfilling in all kind of soils |
| 266 | ii) 225 mm (16 Bricks & 0.0195 cum per Mtr) |
| 267 | 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 |
| 268 | i) 100mm x 25mm x 2mm |
| 269 | 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 |
| 270 | i) 150mm x 50mm x 2mm |
| 271 | PROVISION OF EARTHING |
| 272 | ii) Providing earthing with 80 mm dia,3.0 M long GI (Heavy duty) perforated 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 Drwng.etc. all complete as per specification & direction of Engineer-In-charge |
| 273 | Supply & drawing/laying, jointing, connecting, testing and commissioning ofearth strip/copper strip/GI wire for earthing and lightning protection under or aboveground complete as per specification for the following : |
| 274 | iii) 50 x 6 mm G.I. Strip |
| 275 | Supply and Installation of 16 SWG MS/GI powder coated weather proof Earthing Box of following size with door and locking arrangement with lock and key. Box to be mounted on ISA 40x40x5 (Painted with black synthetic enamel paint) frame having 2 legs of length 800 mm (500 mm above ground and 300 mm below ground which is to be grouted with PCC 1:2:4). Bottom of box should have opening for incoming earth GI strips all complete, as per specification and direction of Engineer-in-charge. Note: EARTHING BOX in RED should be boldly written over the box. The box should have a hood at the top extending outwards such that no water should seep through inside the box during rainy season to avoid rusting. |
| 276 | i) 450 X 300 X 250 mm |
| 277 | Supplying & Fixing of following items for electrical safety in switch rooms/DG rooms etc |
| 278 | 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. |
| 279 | ii) 6 mm thick chequered plate on cable trench inside swtich room, DG room, earthing pit including cutting, painting, lifting hooks, etc |
| 280 | iii) Supply and fixing of shock treatment chart in English, Hindi & local language framed in glass framework. |
| 281 | iv) 11 KV grade hand gloves, ISI mark |
| 282 | Supply, installation, testing & Commissioning of wall mounted switchboard in sheet enclosure consisting of 110 A, 4P, 50 kA, Contactor, 230V AC trip coil, START / STOP Push button, ON / OFF Indication lamp(LED), Auxiliary contactors, Power & Control Terminals. Push buttons and indication lamps shall be mounted on front door. 2 Nos. of SP 6A MCB shall be mounted on front door. MCB shall get incoming supply from incomer terminal of Contactor. Outgoing from MCBs shall be wired uptoterminals inside enclosure. The enclosure shall have 6 nos. of cable entry, 2 nos. suitable for 3.5Cx35 sq mm cable & 4 entry suitable for 3Cx2.5 sq mm cable. The work includes supply and installation of enclosure, Contactor, MCBs lamp, Push buttons, terminals, internal wiring (Contactor Make: L&T/GE/C&S/Siemens/ABB). |
| 283 | Supply and Installation of Flame Proof ESD Push Button |
| 284 | DISMANTLING Dismantling of following electrical fittings / fixtures with all leads and lifts. |
| 285 | i) Electrical cables of all sizes from under / above ground position |
| 286 | ii) DPS board all types with/ without stand |
| 287 | iii) 5 to 15A switches/MCBs/plugs |
| 288 | iv) 32/63/100A DP/TPN switches/ MCCBs /MCBs |
| 289 | v) Flourescent tube light fittings of all sizes |
| 290 | vi) Starters (all types ) of power pumps |
| 291 | PROVIDING INTERNAL WIRING |
| 292 | iii) Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. with modular switch, modular plate, suitable GI box |
| 293 | Supplying, drawing sub-main/power wiring with PVC insulated Copper 1100 V grade FRLS type through heavy duty rigid PVC conduit either on wall or in concealed. The job include terminations at both ends through proper jointing materials all complete for the following Make of Insulated wires shall be as per approved make |
| 294 | i) 2 x 1.5 sq mm + 1 x 1.5 sq mm earth wire |
| 295 | iii) 2 x 4 sq mm + 1 x 4 sq mm earth wire |
| 296 | SWITCHES, FUSES, MCBS, ELCBS ETC Supply and fixing of Modular switch frame with inner and outer face plates and accessories as per following details of approved includingflush metal boxes/surface mounting boxes, plates, etc. all complete as per manufacturer"s specification and direction of Engineer In-charge. |
| 297 | iii) 4 module frame |
| 298 | vii) 6A Modular Switch |
| 299 | ix) 6A, 3 Pin Modular Socket |
| 300 | EXHAUST FANS Supply and fixing of exhaust fan including electrical wiring all shall be with per specification and direction of site In charge. The fans shall be with louvers / shutters. (The job does notinclude making suitable cut out in thewall for fixing the fan). |
| 301 | iii) 12" heavy duty, make GEC or equivalent |
| 302 | CEILING FANS Supply & fixing of ceiling fan for inside of the sales building of following type: |
| 303 | i) 300 MM Sweep wall mounted fan |
| 304 | Supply and Fixing of Indoor Surface mounted Discrete LED (Light Emitting Diode) Light fittings of 31 Watt, 600mm X 600mm suitable for False Ceiling ,having IP 20 protection class with Pressure Die cast Aluminium housing and with Polycarbonate diffuser of approved make or equivalent as per direction of Engineer in charge. High Efficiency Translucence(HET) diffuser. Colour Rendering Index CRI>80, CCT (Correlated Colour temperature) shall be 5700 Kelvin (5665 K +/- 355 K), Ambient temp- 0 to 45 deg celsius, Driver efficiency >85%, THD < 10%, Powerfactor>0.95, Surge protection-2 kV, Multistageisolated Constant Current-Constant Voltage operated driver with range 140-270V AC and Safety Extra Low Voltage Safe level < 60V DC as per IEC standard.Luminaire lumen = 3640 lm. The driver shall be of constant volt and constant current type with internal surgeprotection. Each lot of Fittings shall have serial numbers andaccompany LM79 / IS 16106 test reports and reference /batch nos of LEDs and fittings for verification at site. The LEDlight fitting shall be complete in all respects including LED, LED Driver,Electronic circuitory, Luminarie etc. and the fittingshall have suitable arrangement for fixing it in the False Ceiling. The supply of LED lighting shall be covered by a warranty of at least 72 months from the date of supply of the lighting and the LEDlight fitting shall be complete in all respects including LED, LED Driver, Electronic circuitory, Luminarie etc |
| 305 | i) 31 watt |
| 306 | Supply and Fixing of Discrete LED (Light Emitting Diode) Tube lights of 18 Watt, having IP65 protection class with Pressure Die Cast Aluminium housing & with Polycarbonate diffuser of approved make or equivalent as per direction of Engineer in charge. The LED shall be operating under voltage range of 140-270V with power factor more than 0.9. CCT(Correlated Colour temperature) shall be 5700 Kelvin (5665 K +/- 355 K), CRI (Colour rendering index) not less than 65. LED efficacy should be minimum 100 lumens/watt. The driver shall be of constant volt & constant current type with internal surge protection. Each lot of Fittings shall have serial numbers and accompany LM79 / IS 16106 test reports and reference/batch nos of LEDs and fittings for verification at site. The supply of LED lighting shall be covered by a warranty of at least 72 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, Luminarie etc. |
| 307 | Supply and Fixing of Discrete LED (Light Emitting Diode) Tube lights of 8 Watt, having IP20 protection class with Pressure Die Cast Aluminium housing & with Polycarbonate diffuser of approved make or equivalent as per direction of Engineer in charge. The LED shall be operating under voltage range of 140-270V with power factor more than 0.9. CCT(Correlated Colour temperature) shall be 5700 Kelvin (5665 K +/- 355 K), CRI (Colour rendering index) not less than 65. LED efficacy should be minimum 100 lumens/watt. The driver shall be of constant volt & constant current type with internal surge protection. Each lot of Fittings shall have serial numbers & accompany LM79 / IS 16106 test reports & reference/batch nos of LEDs & fittings for verification at site. The supply of LED lighting shall be covered by a warranty of at least 72 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, Luminarie etc. |
| 308 | Dismantling of existing Retail Outlet main Electrical Panel by disconnecting all the incoming cables/earth strips etc & keeping intact all the existing panel switches/meters/changeovers/ MCBs /ESD etc including internal wirings with the Bus Bar for reutilisation at another location within existing Retail Outlet or any alternate Retail Outlet. |
| 309 | Dismantling of light poles |
| 310 | INSTALLATION OF THE SUPPLIED LIGHT POLES |
| 311 | i) Erection, Installation and commissioning of company supplied yard lightpoles including grouting in C.C. & painting, internal wiring, etc complete as per direction of Engineer In-charge (Civil job is included but painting shall be paid separately). |
| 312 | Preparation of single Line diagram - Electrical Layout |
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