Indian Oil Corporation Limited-IOCL has published Installation Of 20Kl Underground Sump Tank / Pump At, Group B, Srpl, Bengaluru Installation Of 20Kl Underground Sump Tank / Pump At, Group B, Srpl, Bengaluru. Submission Date for this Tender is 23-08-2021. Pump Supply Tenders in SRPL, Bengaluru Karnataka. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 17-Aug-2021 | Extension of bid submission date | Date | 23-08-2021 |
| Sl. No. | Item Description |
| 1 | SUMP TANK INSTALLATION - CIVIL WORK |
| 2 | Making plinth protection 50 mm thick of cement concrete 1:3:6 [1 cement : 3 coarse sand derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources] over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete |
| 4 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. [Note: Measurements to be taken of the face area timbered] |
| 5 | Depth not exceeding 1.5 m |
| 6 | Depth exceeding 1.5 m but not exceeding 3.0 m |
| 7 | Depth exceeding 3.0 m but not exceeding 4.5 m |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level |
| 9 | 1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources] |
| 10 | 1:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources] |
| 11 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level |
| 12 | 1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources] |
| 13 | Centering and shuttering including strutting, propping etc. and removal of formwork for : |
| 14 | Foundations, footings, bases for columns |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 17 | Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 laid to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge |
| 18 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in |
| 19 | Cement Mortar 1:6 (1 cement : 6 coarse sand) |
| 20 | 15 mm cement plaster on the rough side of single or half brick wall of mix |
| 21 | 1:4 (1 cement : 4 fine sand) |
| 22 | Finishing walls with textured exterior paint of required shade |
| 23 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 24 | Providing and laying factory made chamfered edge interlocking Cement Concrete paver blocks in foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer"s specifications & directions of the Engineer-in-Charge |
| 25 | 60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern |
| 26 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] |
| 27 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 28 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) |
| 29 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of steel shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge.] |
| 30 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per directions of the Engineer-in-Charge |
| 31 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the directions of the Engineer-in-Charge. [Note: Old CC paver blocks shall be supplied by the department free of cost]. |
| 32 | WBM Road/ Dyke cutting for cable trenches including shoring shrutting etc. as required and repairing of the road/ dyke to original condition and disposing off excess materials within the work site (s) complete in all respects including consumables, tools/ equipments and labour. The work shall be performed as per specifictions, drawings and directions of Engineer-in-charge / Site engineer |
| 33 | Earth work in excavation in all kinds of soil, both wet & dry condition (except hard rock requiring blasting, chiselling / pneumatic drilling) for foundation, substructures, trenches, sumps, pits etc. to the following depths including shoring, strutting, trimming of sides of the trenches, dressing, ramming and levelling the bottom of the trenches correct to level, grade etc. including bailing out of water (if any), stacking selected excavated earth for backfilling, filling available excavated earth in trenches, foundation, plinth etc. and/or disposing the excess earth outside IOCL premises to an unobjectionable area with all leads & lifts, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer/EIC. |
| 34 | Excavatiopn Up To 2.5 M. All kind of soil except hard rock (Measured from original ground level) |
| 35 | Excavatiopn B/w 2.5 M to 5 M. All kind of soil except hard rock |
| 36 | Backfilling of Excavated Pit / Trecnch:Backfilling of the excavated pit/trench by Hydraulic means (JCB)/Manual Means, soil (excluding rock) removed during excavation of trench (stored within 50 m radius of the excavated trench). |
| 37 | SUMP TANK INSTALLATION - MECHANICAL |
| 38 | Zinc Ethyl Slicate Primer- Painting: Zinc Ethyl Slicate Primer_D1 |
| 39 | High Build EPOXY MIO- Painting: High Build EPOXY MIO_D2 |
| 40 | Polyurethane Coating(PU)/ Liquid Epoxy Coating - PU /liquid epoxy Coating of under ground piping: Polyurethane Coating(PU)/ Liquid Epoxy Coating _E1 |
| 41 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 42 | Equipment Installation : Motor driven Pumping units Installation - Sump Pump Installation: Taking delivery of the following pumping units with electrical motors from designated location within station premises, shifting/transporting to site, placing over Sump Tank Nozzle, assembling together all sub-assemblies, alignment, grouting, levelling, checking, providing assistance for taking trial run of electrical motor on no-load, coupling the pump & motor, carrying out the trial run of the complete unit, testing, making final alignment and complete work in all respects in accordance with the relevant drawings, manufacturer"s installation instruction, specifications and instructions of Site Engineer / EIC. Note: Weight of equipment is indicative only, Payment shall be done based on actual weight of equipment " Sump Pump_A.i.7 |
| 43 | Sump Tank Installation: Taking delivery of Sump tank from designated godown / stockpile, shifting/transporting within station premises, placing on pre-constructed foundation, installation of auxiliary mountings and fittings, dressing and making good of the foundation, grouting, cleaning and flushing with water, draining, testing, completing the work in all respects in accordance with the relevant drawings, manufacturer"s installation instruction, specifications and instructions of Site Engineer / EIC (Foundation work shall be paid separately under relevant items of Civil works). FRP Sump Tank 20Kl capacity _C1 |
| 44 | Under ground piping for Process piping (with PU/3LPE Coating): Taking delivery of bare Pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises transporting the same to site, fabrication and erection of underground piping including cutting, edge preparation, bending, threading, lining up and welding, excavating, trenching in all kind of soil to specific depths as indicated in drawings and installing pipes and all types of pipe fittings like flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, drain funnels, vent pipe and tapping for instrument such as pessure gauges, thermal relief valves, thermowells etc., underground at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc.,Cleaning exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc. and applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials,Equipment etc, holiday detection of the coating, cleaning of coated pipes by water flushing after cleaning by compresed air,hydrostatic testing of each section to the specified pressure, draining the water, tie-in, back filling, restoration of site final cleaning up and disposal of water and surpluses, providing all inputs such as labour, materials equipment and consumable necessary to perform the work (other than those specifically undertaken to be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of the Site Engineer / EIC. In case of 3LPE coated pipes, weld joints shall be PU coated.Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD Note:- Charges for applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy for exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc shall be paid under separate SOR Item. |
| 45 | 6.625" OD x 0.280" ASTM A 106 Gr B/A333 Pipe -U/G_F7 |
| 46 | 4.5" OD x 0.237"WT ASTM A 106 Gr B/A333 -U/G_F8 |
| 47 | 3.5" OD x 0.216"WT ASTM A 106 Gr B/A333 -U/G _F9 |
| 48 | 2.375" OD x 0.218"WT ASTM A 106 Gr B/A333 -U/G _F10 |
| 49 | Above ground process piping: Taking delivery & transporting of pipes from designated stock pile location /Designated godown both from outside & inside station premises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, fabrication and erection of above ground piping including cutting, edge preparation, bending, threading, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees ,concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD |
| 50 | 6.625" OD x 0.280" ASTM A 106 Pipe/A333_D6 |
| 51 | 4.5" OD x 0.237"WT ASTM A 106 Gr B/A333_D7 |
| 52 | 3.5" OD x 0.216"WT ASTM A 106 Gr B /A333 _D8 |
| 53 | 2.375" OD x 0.218"WT ASTM A 106 Gr B /A333 _D9 |
| 54 | Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of under ground portions (if applicable) including all inputs, labour, material and consumable (other than those specifically undertaken to be supplied by the owner) and completing the work in all respects in accordance with the drawings, manufacturer"s installation instructions and specifications and instructions of the Site Engineer / EIC. |
| 55 | " 6" ANSI 150# HOV F/F API 6D Gate Valve_J46 |
| 56 | " 4" ANSI 150# HOV F/F API 6D Gate Valve_J48 |
| 57 | " 3" ANSI 150# HOV F/F API 6D Gate Valve_J49 |
| 58 | " 2" ANSI 150# HOV F/F API 6D Gate Valve_J50 |
| 59 | Radiographic Inspection: Inspection of welding by radiographic method on all types of piping including processing of films and interpreting the results of weld quality and reporting the same to the Site Engineer together with recommendations as to the acceptability or otherwise of the welds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusive of supply of all pesonnel, labour, materials, equipment, consumable, inputs, etc. and providing all services complete in all respects as envisaged in the contract documents. Note: i) Payment will be on the basis of number of welds of the respective size radiographed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document. ii) Radiography not involving full girth weld will be paid at 50% of the rate for full girth weld for the respective size. iii) For set-on type branch welding, the rate for radiography will be as applicable to the branch pipe size. iv) Repeat radiography of individual welds due to defective films or repair of welds shall be done at contractor"s cost. In case where radiography is not possible: v) Verification by utrasonic testing shall be done at contractors cost. vi) Magenetic particle inspection as and where required shall be done at Contractors cost. |
| 60 | 6" NB Pipe Joints RT_M8 |
| 61 | 4" NB Pipe Joints RT_M9 |
| 62 | 3" NB Pipe Joints RT_M10 |
| 63 | 2" NB Pipe Joints RT_M11 |
| 64 | Single Cut Joint Hook-up: Cutting of portion of existing piping, trimming, grinding, bevelling the edges, aligning without addition of spool piece, welding the joint including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water and its disposal. |
| 65 | 6.625" OD - Single Cut_N6 |
| 66 | 4.5" OD - Single Cut_N7 |
| 67 | 3.50" OD - Single Cut_N8 |
| 68 | 2.375" OD - Single Cut_N9 |
| 69 | Double Cut Joint Hook-up: Cutting of portion of existing piping upto and including a length of 500 mm, trimming, grinding, bevelling the edges, adding spool piece of required length / tee and the corresponding pipe size, thickness, adjoining and welding both the ends including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water and its disposal. |
| 70 | 6.625" OD - Double Cut_O6 |
| 71 | 4.5" OD - Double Cut_O7 |
| 72 | 3.50" OD - Double Cut_O8 |
| 73 | 2.375" OD - Double Cut_O9 |
| 74 | Dismantling of Piping Aboveground and equipments_R |
| 75 | Dismantling of Piping Underground_S |
| 76 | Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: |
| 77 | 6" SWMG ANSI 150#_A.10 |
| 78 | 4" SWMG ANSI 150#_A.11 |
| 79 | 3" SWMG ANSI 150#_A.12 |
| 80 | 2" SWMG ANSI 150#_A.13 |
| 81 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. |
| 82 | Fasteners for Flanges 6" x 150# (0.750" Dia. X 4.50" Length) _B.10 |
| 83 | Fasteners for Flanges 4" x 150# (0.625" Dia. X 4.00" Length ) _B.11 |
| 84 | Fasteners for Flanges 3" x 150# (0.625" Dia. X 4.00" Length ) _B.12 |
| 85 | Fasteners for Flanges 2" x 150# (0.625" Dia. X 3.75" Length ) _B.13 |
| 86 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: |
| 87 | 6", WNRF FLANGE, ANSI - 150# (B 16.5)_C.11 |
| 88 | 4", WNRF FLANGE, ANSI - 150# (B 16.5)_C.12 |
| 89 | 3", WNRF FLANGE, ANSI - 150# (B 16.5)_C.13 |
| 90 | 2", WNRF FLANGE, ANSI - 150# (B 16.5)_C.14 |
| 91 | 1", WNRF FLANGE, ANSI - 150# (B 16.5)_C.16 |
| 92 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: |
| 93 | 3", BLRF FLANGE, ANSI - 150# (B 16.5)_C.63 |
| 94 | 2", BLRF FLANGE, ANSI - 150# (B 16.5)_C.64 |
| 95 | 1", BLRF FLANGE, ANSI - 150# (B 16.5)_C.66 |
| 96 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: |
| 97 | 6" x 4" ANSI 150# Un Equal Tee_E.26 |
| 98 | 4" x 3" ANSI 150# Un Equal Tee_E.28 |
| 99 | 2" x 1" ANSI 150# Un Equal Tee_E.33 |
| 100 | 2" ANSI 150# Equal Tee_E.89 |
| 101 | 4" ANSI 150# 90 deg LR Bends_E.130 |
| 102 | 3" ANSI 150# 90 deg LR Bends_E.131 |
| 103 | 2" ANSI 150# 90 deg LR Bends_E.132 |
| 104 | 1" ANSI 150# 90 deg LR Bends_E.133 |
| 105 | 4"x3" x Concentric Reducer X 150#_E.230 |
| 106 | 4"x2" x Concentric Reducer X 150#_E.231 ite 60:40 |
| 107 | 3"x2" x Concentric Reducer X 150#_E.233 |
| 108 | Supply of ASTM A106 Gr.B /A333 pipes at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. |
| 109 | 4.500" ODx 0.237" WT (Sch.STD) ASTM A 106 Gr B bare Pipe _I.2 ite 60:40 |
| 110 | 3.500" ODx 0.216" WT (Sch.STD) ASTM A 106 Gr B _I.3 |
| 111 | 2.375" ODx 0.218" WT (Sch.XS) ASTM A 106 Gr B bare pipe_I.4 |
| 112 | GATE API6D,HOV,F/F,A/G,6IN, 150 |
| 113 | GATE API6D,HOV,F/F,A/G,4IN, 150 |
| 114 | GATE API6D,HOV,F/F,A/G,3IN, 150 |
| 115 | VALVE GATE API6D, HOV,F/F,A/G,2IN, 150# |
| 116 | SWING CHECK, FULLSWING,RF,API6D,150,4IN |
| 117 | VLV,CHK,A216 WCB,A216 WCB,FLG,150,3IN |
| 118 | 3" 150# EXTENDED STEM HOV 3" 150# Extended Stem Valve; API 600 Gate valve (HOV)-FOR FIRE WATER NETWORKSupply of Valves at res |
| 119 | 1" SWMG ANSI 150#_A.13 |
| 120 | Fasteners for Flanges 1" x 150# (0.500" Dia. X 3.00" Length ) _B.15 |
| 121 | SUMP TANK INSTALLATION - ELECTRICAL |
| 122 | Excavation in unpaved ares of earth in the work sites for cables trenches for a depth upto 1.5 meters including shoring, strutting etc. (if necessary), backfilling the trench after cable laying with excavated earth or sand within the work sites complete in all respects including consumables, tools/ equipments and labour. The work shall be performed as per specifications, drawings and directions of Engineer-in-charge/ Site Engineer |
| 123 | SAND FILLING Supplying and spreading of approved quality, fine, dry river sand in cable trenches after cable laying complete in all respects including consumables, tools/ equipment and labour as per specifictions, drawings and directions of Engieer-in-charge / Site Engineer.60:40 |
| 124 | BRICK SOLINGSupply and laying of approved quality 75 mm. thick second class brick flat soling with sand filling in the interestices, in cable trenches for protection of laid cables in all respects including consumables, tools/ equipments and labour as per specifications, drawings and directions of Engieer-in-charge/ Site engineer.e 60:40 |
| 125 | Supply, erection & installation of cable conduits made up of GI pipes of medium class "B" subject to owner"s approval in trenches (already made), on walls, concrete structure etc., including supply and installation of all the necessary pipe fittings such as bends, sockets, elbows, tees etc., bending, threading, binding, clamping, providings, spacers, plugs, packings, bushings etc., as required Job complete in all respects including the cost of all labour, tools, material etc. and as per specifications and directions of site engineer / Engineer-in-Charge. - 37 mm |
| 126 | EARTH STRIP / WIRE / ROPE / CABLE Supply, installing and testing of earthing strip/wire/rope/cable for completely making the earthing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engineer-in-charge, including the cost of all labour, tools, materials, etc. complete in all respect. - 40 mm X 5 mm G.I. earthing strip |
| 127 | COMPOSITEEARTH STRIP / WIRE / ROPE / CABLE Supply, installing and testing of earthing strip/wire/rope/cable for completely making the earthing grid system by supplying, laying the Cu strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engineer-in-charge, including the cost of all labour, tools, materials, etc. complete in all respect.- 25mm x 3 mm copper flat |
| 128 | EARTH STRIP / WIRE / ROPE / CABLE Supply, installing and testing of earthing strip/wire/rope/cable for completely making the earthing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engineer-in-charge, including the cost of all labour, tools, materials, etc. complete in all respect. - GI wire / rope 10 mm diameter |
| 129 | EARTH STRIP / WIRE / ROPE / CABLE Supply, installing and testing of earthing strip/wire/rope/cable for completely making the earthing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engineer-in-charge, including the cost of all labour, tools, materials, etc. complete in all respect. - GI wire (8 SWG) |
| 130 | Cable Marker Supply, erection and installation of MS cable markers; including excavation,installation of the markers,cement concrete grouting, back-filling etc. required as per drawings, specifications and directions of the Site Engineer,including the cost of all materials, labour,tools etc. complete in all respects as per the directions of Site Engineer / Engineer-in-Charge. |
| 131 | Supply of AL,3CX25 mm²,A2XFY cable: LT Cables FRLSH - Aluminium Cables-1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST-2 overall sheathed, Stranded, FRLSH, C2, Smoke density<40% |
| 132 | Supply of CU,6CX2.5 mm²,2XWY cable: LT Cables FRLSH - Copper Cables-1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST-2 overall sheathed, Stranded, FRLSH, C2, Smoke density<40% |
| 133 | PUSH BUTTON STATION : Supply ,erection,testing and commissioning of FLP/WP push button(ON/OFF) control station of approved make with ammeter for the motor off control at field including connection and termination of copper control cable, fabricating, earthing the supporting structure, painting the same, including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries including the cost of all labour,tools, materials etc. complete in every respect as per the specification and directions of the Site Engineer/Engineer-in-charge. |
| 134 | Motor DOL Feeder as per attached specifications, Feeder Rating 11KW to 18.5KW |
| 135 | Connection and testing of 415 V AC 3 phase / 230 V AC single phase motors (including space heaters/thermistors wherever provided) / AC/DC Actuators including execution of terminal connection of control and power cables, earthing of the motor/actuator/ connecting the thermistor, installing the controller in LT panel, earthing the motor frame, armour etc. as per the drawings, erection manuals, and as per directions of Site Engineer. Job complete in all respects including the cost of supplying and installation of all the required FLP/WP cable glands, reducers, adapeters, end lugs, GI earthing wire / strips, labour, tools, materials, etc., as required in all respects for all types of motors/heaters/thermistors/actuators etc. Capacity above 7.5 KW but upto 50 KW |
| 136 | Power cables LT : OD above 20 mm and upto 40 mm - Cable Laying Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in trays, in protective pipes, poles,columns, in conduits, in panels and on structures etc.;including the supply and installation of all required materials such as fixing clamps ,screws, cable straps, tags etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths as per drawings, specification and directions of Site Engineer / Engineer-in-Charge |
| 137 | Power cables LT : OD upto 20 mm- Cable Laying Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in trays, in protective pipes, poles ,columns, in conduits, in panels and on structures etc.;including the supply and installation of all required materials such as fixing clamps ,screws, cable straps, tags etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths as per drawings, specification and directions of Site Engineer / Engineer-in-Charge |
| 138 | SUMP TANK INSTALLATION - INSTRUMENTATION |
| 139 | Supply of flame proof and weather proof fittings including EP/WP certificates as per the technical specifications attached. FLP/ WP Junction Box, Type C. (Nos. of terminals: 60 Nos.; Bottom entry: 1 No. - 1 1/4" & 1 No.- 1"; Left side entry: 1 No. - 1" & 3 Nos.- 1/2"; Right side entry: 2 No. - 1" & 2 Nos.- 1/2") along with FLP cable glands & FLP plugs for all the cable entries of the Junction as per technical specifications. |
| 140 | INSTALLATION OF JUNCTION BOX/ PUSH BUTTON STATION - for MOV/ROSOV: Installation of non-flame proof junction box, explosion proof / flame proof junction boxes, Push button stations for MOV/ROSOV for marshalling of control cables, terminating the cables at field and control panel end, mounting the junction boxes/Push button station, connecting to earthing grid by supplying and installing all the required materials such as supporting structure, canopy, cable gland hood, cement concrete, painting, GI wire etc. (excluding supply of the Junction Boxes/Push button station) in all respects complete as per specifications, drawings and direction of site Engineer including supply of suitable size non-flame proof cable glands at Control Panel end and the cost of labour ,tools, materials, glanding, ferruling etc. complete in all respects. |
| 141 | Supply of Pressure Indicators (PI) of the range 0 to 10 Kg / Cm2 as per the technical specifications attached in the Tender. |
| 142 | Installation, testing and commissioning of Pressure Indicator (PI) of various ratings as per drawings, recoomendations of OEM and directions of Engineer in-charge/ Site engineer |
| 143 | Process Tube, Material: Stainless Steel, Manufacturing process: Seamless, Mat Specification:ASTM A269, Grade: TP316, end Finish: Plain End, 1/2 IN OD, 0.065 IN Thickness, 3000 MM Length. [Sap Code 4215687754] |
| 144 | Supply of cable size: 4C X1.5 SQMM control cable |
| 145 | Supply of cable size: 40C X1.5 SQMM control cable |
| 146 | Supply of cable size:2P X1.5 SQMM control cable |
| 147 | Supply of cable size: 1 TriadX1.5 sqmm Triad cable |
| 148 | Supply of Cable Glands - flame proof and weather proof including EP/WP certificates: |
| 149 | Cable Glands: 1 1/4" (5/4") |
| 150 | Cable Glands: 1" |
| 151 | Cable Glands: 1/2" |
| 152 | Supply of Plugs - flame proof and weather proof including EP/WP certificates: |
| 153 | Plugs: 1 1/4" (5/4") |
| 154 | Plugs: 1" |
| 155 | Plugs: 1/2" |
| 156 | Fitting, Bushing, 25.4 MM X 12.7 MM NPT(F), Material: Carbon Steel, Manufacturing Process: Forged, Material Specification: A105, End Finish: Threaded, conform to ANSI 16.11[ SAP code 4323020064] |
| 157 | Male Connector, 12.7 MM MNPTX 12.7 MM OD Tube, Material: SS316, 211 kg/sqcm (3000 psi) complete with ferrules & nuts as per ANSI B.2.1.[ SAP Code - 7788048804] |
| 158 | Tube End Cap ( Sq Head), 12.7 MM OD Tube, [SAP Code: 8192999024] |
| 159 | Hex Nipple, 12.7 MM MNPT X 12.7 MM MNPT X 80 MM Long, Material : SS316.[SAP Code: 4399997284] |
| 160 | NEEDLE VALVE 12.7 MM (½" FNPT) X 12.7 MM (½" FNPT), MATERIAL-SS316[ SAP Code: 8383860524] |
| 161 | Control cables (T&I) : OD upto 20 mm - Cable Laying Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in trays, in protective pipes, poles,columns, in conduits, in panels and on structures etc.;including the supply and installation of all required materials such as fixing clamps ,screws, cable straps, tags etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths as per drawings, specification and directions of Site Engineer / Engineer-in-Charge |
| 162 | Control cables (T&I) : OD above 20 mm and upto 30 mm- Cable Laying Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in trays, in protective pipes, poles,columns, in conduits, in panels and on structures etc.;including the supply and installation of all required materials such as fixing clamps ,screws, cable straps, tags etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths as per drawings, specification and directions of Site Engineer / Engineer-in-Charge |
| 163 | Control cables (T&I) : OD above 30 mm and upto 40 mm - Cable Laying Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in trays, in protective pipes, poles,columns, in conduits, in panels and on structures etc.;including the supply and installation of all required materials such as fixing clamps ,screws, cable straps, tags etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths as per drawings, specification and directions of Site Engineer / Engineer-in-Charge |
| 164 | INSTALLATION OF FLOW SWITCH: Installation, testing and commissioning of Flow switch. This includes mounting of termination box as per the drawings, specification and instruction of Engineer in-charge/ Site Engineer. |
| 165 | INSTALLATION OF LEVEL TRANSMITTER: Installation and testing of Level Transmitter (of all types i.e contact type / non contact type etc.). The scope shall include installation, assistance in testing and commissioning of Level Transmitter (LT) on sump tank / crude oil fuel tank / fire water tank / surge relief tank / transmix tanks etc. along with tank bottom display/display at ground level (having independent stand, canopy etc.) as per the OEM recommendations, vendor drawings, directions of engineer in-charge/site engineer and other apporved drawings. in-charge/ Site Engineer. |
| 166 | INSTALLATION OF LEVEL SWITCH: Installation, assistance in testing and commissioning of Level Switch of various lengths as per drawings, specifications and the directions of Engineer in-charge/ Site engineer. The scope shall include installation, assistance in testing and commissioning of Level Switch (LS) on sump tank / fuel tank/ surge relief tank / transmix tanks etc. as per the OEM recommendations, vendor drawings, directions of engineer in-charge/site engineer and other apporved drawings. |
| 167 | Installation of Infrared HYDROCARBON DETECTORS (point type / open pathtype), terminating the cables at field and control panel / RTU end, connecting to earthing grid by supplying and installing all the required materials such as supporting structure, canopy, cement concrete, painting, GI wire etc.(excluding supply of the Hydrocarbon detector) complete in all respectsas per specifications. |
| 168 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 1" ANSI 150# Equal Tee_E.90 |
| 169 | Supply of 1"x ANSI 800# HOV W/W API 602 Gate Valve |
| 170 | Installation of Valves: Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of under ground portions (if applicable) including all inputs, labour, material and consumable (other than those specifically undertaken to be supplied by the owner) and completing the work in all respects in accordance with the drawings, manufacturer"s installation instructions and specifications and instructions of the Site Engineer / EIC." 1" x ANSI 800# HOV W/W API 602 Gate Valve _J52 |
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