Indian Oil Corporation Limited-IOCL has published Tender For Odso Engg. Construction Of New Aviation Fuel Point At Utkela Under Odisha State Office.. Submission Date for this Tender is 12-04-2023. Building Work Tenders in Kalahandi Odisha. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | CIVIL WORKS |
| 2 | LAND DEVELOPMENT |
| 3 | DRIVEWAY WORKS |
| 4 | Clearing grass and removal of the rubbish outside site premises and at an unobjectionable place. |
| 5 | 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 |
| 6 | 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. |
| 7 | i) Local Fine Sand within grading zone IV |
| 8 | 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 |
| 9 | 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. |
| 10 | ii) M40 grade 80 mm thick Plain finish |
| 11 | 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. |
| 12 | i) With material confirming to grade-I (size 75 mm to .075 mm) having CBR value - 30, Thickness as desired |
| 13 | CULVERT AND APPROACH |
| 14 | Clearing grass and removal of the rubbish outside site premises and at an unobjectionable place. |
| 15 | 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 |
| 16 | i) All kinds of Soil |
| 17 | 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 |
| 18 | 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. |
| 19 | i) Local Fine Sand within grading zone IV |
| 20 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 21 | vii) 1:3:6(1 Cement : 3 Fine Sand : 6 Graded stone aggregate of 40mm) |
| 22 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 23 | v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) |
| 24 | Providing and laying random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand: 12 graded stone aggregate 20mm nominal size) upto plinth level in CM 1:6 (1 cement : 6 coarse sand) |
| 25 | Providing and laying cement plaster on surfaces with Coarse sand including curing etc. |
| 26 | vi) 20mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) |
| 27 | Centeringand shutteringincludingstrutting,proppingetc. and removal of form work for: |
| 28 | i) Foundations,footings,bases of column |
| 29 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 30 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 31 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 32 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 33 | 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 |
| 34 | i) 600 mm dia. R.C.C. pipe |
| 35 | 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 |
| 36 | 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. |
| 37 | ii) M40 grade 80 mm thick Plain finish |
| 38 | 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. |
| 39 | i) With material confirming to grade-I (size 75 mm to .075 mm) having CBR value - 30, Thickness as desired |
| 40 | CHAINLINK FENCING 1.8 M HIGH & 2 Nos.6 M WIDE GATE WITH 3 SIDE DRAINS. |
| 41 | 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) |
| 42 | 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 |
| 43 | i) All kinds of Soil |
| 44 | ii) Ordinary rock |
| 45 | iv) Hard Rock (Blasting Prohibited) chiesel/pneumatic drilling |
| 46 | Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in: |
| 47 | i) 1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 48 | Providing and laying cement plaster on surfaces with Coarse sand including curing etc. |
| 49 | i) 12mm Cement plaster of mix 1:4 (1 cement: 4 coarse sand) |
| 50 | 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. |
| 51 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 52 | v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) |
| 53 | Centeringand shutteringincludingstrutting,proppingetc. and removal of form work for: |
| 54 | i) Foundations,footings,bases of column |
| 55 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 56 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 57 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 58 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 59 | Providing Neat cement punning |
| 60 | 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: |
| 61 | CONSTRUCTION OF BASE FOR CONTAINERIZED STORAGE TANK - 2X35 KL & DECANTATION PLATFORM. |
| 62 | 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 |
| 63 | i) All kinds of Soil |
| 64 | 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. |
| 65 | i) Local Fine Sand within grading zone IV |
| 66 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 67 | vii) 1:3:6(1 Cement : 3 Fine Sand : 6 Graded stone aggregate of 40mm) |
| 68 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 69 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 70 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 71 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 72 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 73 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 74 | Providing and laying cement plaster on surfaces with Coarse sand including curing etc. |
| 75 | i) 12mm Cement plaster of mix 1:4 (1 cement: 4 coarse sand) |
| 76 | LGSF BUILDING (GROUND FLOOR ONLY) |
| 77 | Designing and Providing Sales building as per approved layout using LGSF(Light Gauged Steel Framed) Technology as per the IOCL specifications attached as annexure.Cost includes transportation, loading/unloading of material at site and installation |
| 78 | 16Mx3.5M- Admin Building |
| 79 | 3Mx3M PMCC Room |
| 80 | 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 |
| 81 | i) All kinds of Soil |
| 82 | 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 |
| 83 | 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. |
| 84 | i) Local Fine Sand within grading zone IV |
| 85 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 86 | vii) 1:3:6(1 Cement : 3 Fine Sand : 6 Graded stone aggregate of 40mm) |
| 87 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 88 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 89 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 90 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 91 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 92 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 93 | 52 mm thick cement concrete flooring with concrete hardener topping under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound is mixed @2 litre per 50kg of cement or as per manufacturers specifications. This includes cost of cement slurry, 2 mm thick PVC strip at desired spacing, cost of nosing in steps etc. complete. |
| 94 | 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 |
| 95 | 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. |
| 96 | ii) 110 mm diameter |
| 97 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : |
| 98 | 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) |
| 99 | Providing & fixing in position pre-cast R.C.C. manhole cover & frame of reqd. shape & approved quality(Light/medium/heavy/extra heavy duty) |
| 100 | iv) M D - 10,Square shape 450mm internal dimensions |
| 101 | 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 |
| 102 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank IS : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank |
| 103 | KERB WALL |
| 104 | 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 |
| 105 | i) All kinds of Soil |
| 106 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 107 | vii) 1:3:6(1 Cement : 3 Fine Sand : 6 Graded stone aggregate of 40mm) |
| 108 | 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) |
| 109 | Providing and fixing up to floor five level PRECAST CEMENT CONCRETE string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, staircases,etc.including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost ofrequired centering complete |
| 110 | i) 1:2:4( 1 Cement:2 Coarse sand:4 graded stone aggregate 20mmnominal size) |
| 111 | BORE WELL AND EXTERNAL WATER SUPPLY |
| 112 | Providing and fixing Chlorinated PolyvinylChloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall |
| 113 | ii) 20 mm nominal outer dia Pipes |
| 114 | iii) 25 mm nominal outer dia Pipes |
| 115 | iv) 32 mm nominal outer dia Pipes |
| 116 | Supply and fixing High Density Polymer Water pipe as per IS 4984, PE-63 grade,10Kg/sqcm rating for borewell including all fittings etc |
| 117 | vii) 40mm dia HDPE pipe for borewell upto a depth of 65m |
| 118 | viii) 40mm dia HDPE pipe for borewell at a depth of 66m to 100m |
| 119 | ix) 40mm dia HDPE pipe for borewell at a depth above 100m |
| 120 | Boring/drilling bore well of required dia for casing/ strainer pipe by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, |
| 121 | iv) 300mm dia in all types of soil up to 90m depth below ground |
| 122 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticised PVC medium well casing (CM) pipe of required dia,conforming to IS:12818, including required hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. |
| 123 | ii) 150 mm nominal size dia |
| 124 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: |
| 125 | ii) 150 mmdia |
| 126 | Providing and fixing M.S. clamp of required dia to the top of casing / housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete |
| 127 | ii) 150 mmdia clamp |
| 128 | SUPPLY AND LAYING OF FLAT CABLES |
| 129 | i) 3core, 2.5 sq.mm copper Flat Cable for submersible pump |
| 130 | SUBMERSIBLE PUMP Supply,erection,testing & Commissioning of foll.submersible water pump with starter panel board, non return valve, gate valve etc. complete. |
| 131 | iii) 33 LPM 236m head |
| 132 | Boring/drilling bore well of required dia for casing/ strainer pipe by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, |
| 133 | xvi) 300mm dia in all types of soil 90m to 150m depth |
| 134 | Boring/drilling bore well of required dia for casing/ strainer pipe by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, |
| 135 | x) 300mm dia in Rocky strata & boulders upto 90m depth |
| 136 | ENTRY EXIT 6 M WIDE GATE |
| 137 | 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 |
| 138 | i) All kinds of Soil |
| 139 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 140 | vii) 1:3:6(1 Cement : 3 Fine Sand : 6 Graded stone aggregate of 40mm) |
| 141 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 142 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 143 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 144 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 145 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 146 | v) Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 147 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 148 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 149 | 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: |
| 150 | Steel work in built up tubular (round,square or rectangular hollow tubes etc) trusses etc. including cutting,hoisting fixing in position and applying a priming coat of approved steel primer, including welded and bolted with special shaped washers etc. complete. |
| 151 | i) Hot finished welded type tubes |
| 152 | Writing name of Retail Outlet and location/ Indian Oil Corporation monogram, other sign / slogans on building / glass of show window etc. of the following heights / diameters with vinyl sticker of approved quality and shade. 150 micron thickNon Reflective Vinyl sticker3M or Equivalent Brand |
| 153 | iv) Letter of size from 26 to 70 cms |
| 154 | NON CIVIL |
| 155 | ELECTRIFICATION WORKS |
| 156 | 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 |
| 157 | vii) Pipes,cables etc.> 300mm < 600mm dia |
| 158 | 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 |
| 159 | ii) 150 mm dia. R.C.C. pipe |
| 160 | iv) 300 mm dia. R.C.C. pipe |
| 161 | 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 |
| 162 | iv) 3 Core x 2.5 sq. mm Copper Cable FRLS |
| 163 | v) 4 Core x 2.5 sq. mm Copper Cable FRLS |
| 164 | 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 |
| 165 | xxi) 3.5 Core x 120 sq. mm Aluminium Cable FRLS |
| 166 | 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. |
| 167 | vii) 3 Core x 2.5 sq. mm |
| 168 | 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. |
| 169 | xxi) 3.5 Core x 120 sq. mm |
| 170 | PROVISION OF EARTHING |
| 171 | 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 specif. & direction of Engineer-In-charge |
| 172 | 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 : |
| 173 | i) 50 x 10mm G.I. Strip |
| 174 | iv) 25 x 6 mm GI strip |
| 175 | xi) 10 S.W.G. Cu. Wire |
| 176 | Providing & fixing flexible copper cable PVC insulated of 16sqmm for connecting the earth grid/earth strip with the crocodile clip i/c cost of 1 no. crocodile clip (for tanker earthing & other job) |
| 177 | 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. |
| 178 | ii) 6 mm thick chequered plate on cable trench inside swtich room, DG room, earthing pit including cutting, painting, lifting hooks, etc |
| 179 | iii) Supply and fixing of shock treatment chart in English, Hindi & local language framed in glass framework. |
| 180 | iv) 11 KV grade hand gloves, ISI mark |
| 181 | COCO, Standard drawing No. ENG/IOCL/PDIL-1. List of Componets are: (a) 1 No. MCCB (3P+N) of 160 A, 35 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 (0-150A) with built in selector switch for incomer from Electricity Board (d) 1 No. FP, On Load, 160 A, Manually Operated Change over switch suitable for connection of Mains supply and 75 KVA DG Set /10 KW Solar system with required No. of MCCB (160 A, 35 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 160A, 35 KA with UV coilO/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 160/5 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 KAfor 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, 160 A, Al Bus Bar (k) 4 Nos MCB (3P+N) of 40 A,10 KA for supply of outgoing feeders 1-4. (l) 12 Nos DP MCB of 10 A, 10 KA in Outgoing Feeder -1 (m) 6 Nos DP MCB of 16 A, 10 KA & 6 Nos DP MCB 20 A, 10KA in outgoing Feeder-2 (n) 3 Nos DP MCB of 16 A, 10 KA,6 Nos DP MCB of 20A, 10 KA & 3 Nos DP MCB of 25 A, 10 KA in outgoing Feeder-3 (o) 3 Nos TP MCB of 16 A, 10 KA,3 Nos TP MCB of 20A, 10 KA & 6 Nos TP MCB of 25 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 ofIOCL. |
| 182 | Supply, fabrication & erection of EB meter board with energy meter |
| 183 | i) Supply, fabrication & erection of outdoor duty EB meter board with provision for energy meter (energy meter will be supplied by EB ) including 3nos of 100A HRC fuse unit and fuse base,neutral link, Bakelite connectors, inter connections etc as required in hensel box size 3 box 300X450X170 mm with hinge(Excluding cost of energy meter) as per standard drawings |
| 184 | Supply and Installation of Flame Proof ESD Push Button |
| 185 | MCB DISTRIBUTION BOARD INCLUSIVE OF SINGLE PHASE MCB Supply & fixing of MCB Distribution Board double door type, IP-42, inclusiveof 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) |
| 186 | ii) 12 way DB with 32A DP as incoming-1No.& 6to16ASP as outgoing-12No |
| 187 | MINIATURE CIRCUIT BREAKERS (MCB) Supplying & fixing of Miniature Circuit Breakers as per approved make of 10KA Breaking cpacity of following ratings |
| 188 | i) 6A to 32A SP MCB |
| 189 | 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 |
| 190 | xvii) 3.5 Core x 35 sq. mm Aluminium Cable FRLS |
| 191 | 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. |
| 192 | xi) 4 Core x 2.5 sq. mm |
| 193 | xvii) 3.5 Core x 35 sq. mm |
| 194 | xviii) 3.5 Core x 50 sq. mm |
| 195 | Supply, fitting, fixing of arm bracket, tubular type, 38mm/50mm dia on pole including painting, all complete. |
| 196 | ii) S/EArm " Y " bracket 38/50mm dia on pole, as per specifications and direction of Engineer in charge |
| 197 | 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. |
| 198 | i) "Y" Pole |
| 199 | Supply, fabrication & erection of EB meter board with energy meter |
| 200 | ii) Supply, fabrication & erection of EB meter board with provision for energy meter (energy meter will be supplied by EB) including 1 no of63A HRC fuse unit and fuse base,neutral link,Bakelite connectors, inter-connections etc as required in hensel box size 300X300X182mm. (Excluding cost of energy meter) as per standard drawings |
| 201 | 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 |
| 202 | i) All kinds of Soil |
| 203 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 204 | vii) 1:3:6(1 Cement : 3 Fine Sand : 6 Graded stone aggregate of 40mm) |
| 205 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 206 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 207 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 208 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 209 | v) Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 210 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 211 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 212 | 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 : |
| 213 | iii) 20mm dia x 600mm long with 100 mm dia x 6 mm thick plate |
| 214 | OCTAGONAL POLES Supply & Fixing of Octagonal Poles of following type (Civil job shall be paid separatly) : |
| 215 | 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) |
| 216 | 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 |
| 217 | iii) 3 Core x 1.5 sq. mm. (copper) |
| 218 | 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. |
| 219 | vii) 3 Core x 2.5 sq. mm |
| 220 | Providing, fixing, testing and commissioning of FLPjunction box of approved make for cable connection/ jointing. |
| 221 | i) For cables 2.5 to 4 sqmm XLPE / AYFY |
| 222 | FLP LED Light - 120 -135 W for Tank Farm |
| 223 | Fall arrestor |
| 224 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil & disposal of surplus excavated soil as directed, within or outside the site at an unobjectionable place. |
| 225 | i) All kinds of Soil |
| 226 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 227 | vi) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 40mm) |
| 228 | ii) 1:1½:3(1 Cement :1½ Coarse Sand: 2 Graded stone aggregate of 20mm) |
| 229 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 230 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 231 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 232 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 233 | 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: |
| 234 | Supply of horizontal lifeline with accessories for Fall arrestor system including 1 no. Shock absorber (SS 304 to limit impact force in event of fall to less than 6.5 KN), Upto 12 m Steel wire rope (minimum 8 mm dia of SS 316), 2 noS. Retractable fall arrestor (with SS wire rope of 4.5 mm dia & length as required at site), 2 no. Carriage body (SS 316 with friction free movement), 1 no. Tensioner (SS 304 with swageless termination of end wire), 2 no. Extremity plates, 1 no. Cable extremity (if required), 2 no. Anti static Full body adjustable harness & any other material to complete the job. |
| 235 | Installation, testing, commissioning & customization of Fall arrestor system with Safety harness, complete. For ensuring correct installation, horizontal life line shall be proof loaded at site to a static force of 6 KN by the vendor. |
| 236 | Designing, Supplying ,fabricating and positioning the following sizes of mobile Prover tank with fittings as per IS 2341 / 1963 in SS -304 sheet steel of minimum 5 mm thickness including welding, complete in all respect including wheel & frame for mobility, ladder for inspection & sealing, providing stiffeners, holding brackets etc., complete as per drawing to be approved by Engineer in charge & instructions of site engineer. The tanks shall conform to comply/have the following standards/design/provisions. The design of SS vessels shall have to be got approved from IOCL before their fabrication. Design of Vessel for Rugged Welded Construction (a).Displacement tube for accurate volumetric adjustment,(b). Internal baffle plate to prevent vortex formation and related trapping of air, ©.Provision of mounted thermo meters and level bottle for accurate liquid measurement |
| 237 | Technical Specifications (a). Type: Open volumetric type confirming to IS:2431-1963, (b). Guage Glass Resolution: +/- 0.1% of Tank Capacity, ©. Displacement Tube Volume: +/- 0.5% of Tank Capacity, (d). Thermometers: Mercury in steel 0 degree centigrade to 50 deg centigrade with screwed type joint, (e). SS flange provision for Inlet/Outlet Valves Material Construction: (a).Body: SS ANSI 304, (b). Displacement Tube: 80mm diameter/any other approved by IOC:-SS ANSI 304, (c). Graduated Glass: Borosil Toughened Glass For Level Indicator, (d). Thermo Wells: SS ANSI 304, (e). Drain Valve: SSs ANSI 304 - 25mm Diameter, (f). Provision of flange for Inlet/Outlet flanged Ball valve: SS 50/65/80 mm diameter |
| 238 | 2KL |
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