Indian Oil Corporation Limited-IOCL has published Tender For Extension Of Fire Water Line To Make A Loop Around Barrel Area And Other Fwl Modifications At Ips Rajahmundry. Submission Date for this Tender is 06-11-2023. Casks Barrels and Drums Tenders in rajahmundry Andhra Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | MECHANICAL SUPPLY |
| 2 | Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as p er technical specifications from approved vendors specified in tender document: 4" SWMG ANSI 150#_A.11 |
| 3 | Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as p er technical specifications from approved vendors specified in tender document: 12" SWMG ANSI 150#_A.7 |
| 4 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical s pecifications from approved vendors specified in tender document. Fasteners for Flanges 12" x 150# (0.875" Dia. X 5.50" Length ) _B. 7 |
| 5 | upply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical sp ecifications from approved vendors specified in tender document. Fasteners for Flanges 4" x 150# (0.625" Dia. X 4.00" Length ) _B.11 |
| 6 | Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document -FOR FIRE WATERNETWORK: 1"x ANSI 800# HOV W/W API 602 Gate Valve FW_O.22 |
| 7 | Supply of Fire Fighting Monitor/hydrant: High Volume Long Range HVLR Foam Monitor 750 GPM capacity stand post type with inlet flangeof 4" X 150# _P.2 |
| 8 | FIRE FIGHTING EQUIPMENT: Supply and delivery of Fire Fighting Equipment at respective stations as per Station wise Break up of mater ial supply and as per technical specifications from approved vendors specified in tender document. Fire Hose Box for keeping 2 Nos. of 15 M Type B delivery hose and one no. jet nozzle_Q.9 |
| 9 | Supply of IS: 3589, Gr. Fe 410 pipes with factory coated internal coating at respective stations as per Station wise Break up of mat erial supply and as per technical specifications from approved vendors specified in tender document: 12.75" ODx 0.25" WT IS3589 FE41 0 Pipe Sch. 20_N.5 |
| 10 | Supply of ASTM A106 Gr.B /A333 pipes at respective stations as per Station wise Break up of material supply and as per technical spe cifications from approved vendors specified in tender document. 4.500" ODx 0.237" WT (Sch.STD) ASTM A 333 Gr 6 bare Pipe _K.2 |
| 11 | MECHANICAL COMPOSITE |
| 12 | Painting: Zinc Ethyl Slicate Primer_D1 |
| 13 | Painting: High Build EPOXY MIO_D2 |
| 14 | Painting: Isocynate Aliphatic Poly Urethene(PU)_D3 |
| 15 | PU /liquid epoxy Coating of under ground piping: Polyurethane Coating(PU)/ Liquid Epoxy Coating _E1 |
| 16 | MECHANICAL SERVICES |
| 17 | Above ground internal epoxy coated pipe for Fire Water Services: (with internal epoxy coating for repair at wending joints ) Taking delivery of internal epoxy coated pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated loc ation within station premises, transporting the same to site, fabrication and erection of above ground piping including cutting, edg e preparation, bending, threading, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing ou tlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure g auges, 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 clean ing by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and disposal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary t o perform the work (other than those specifically under taken by the owner in this contract).The scope shall also include cleaning o f internal surface of pipes conforming to SSPC SP-10 at all location where coating has been distroyed due to welding and repairing t he internal surface by application of 2-pack cold cured Isophthalic polyster acrylic co-polymer glass flake filled /Liquid epoxy / E quivalent with coating of thickness 700-1000 Microns . The locations where internal coating repair is expected would be at pipe end,Flanges ,pipe fittings ,valve location so that the internal of pipe surface is not directly exposed to water and completing the wor k in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. 12.75" ODx 0.250" WT IS35 89 FE410 Pipe_E5 |
| 18 | Above ground internal epoxy coated pipe for Fire Water Services: (with internal epoxy coating for repair at wending joints ) Taking delivery of internal epoxy coated pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated loc ation within station premises, transporting the same to site, fabrication and erection of above ground piping including cutting, edg e preparation, bending, threading, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing ou tlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure g auges, 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 clean ing by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and disposal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary t o perform the work (other than those specifically under taken by the owner in this contract).The scope shall also include cleaning o f internal surface of pipes conforming to SSPC SP-10 at all location where coating has been distroyed due to welding and repairing t he internal surface by application of 2-pack cold cured Isophthalic polyster acrylic co-polymer glass flake filled /Liquid epoxy / E quivalent with coating of thickness 700-1000 Microns . The locations where internal coating repair is expected would be at pipe end,Flanges ,pipe fittings ,valve location so that the internal of pipe surface is not directly exposed to water and completing the wor k in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. 4.5" ODx 0.237" WT ASTM A106 Gr B Pipe FW_E9 |
| 19 | Above ground internal epoxy coated pipe for Fire Water Services: (with internal epoxy coating for repair at wending joints ) Taking delivery of internal epoxy coated pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated loc ation within station premises, transporting the same to site, fabrication and erection of above ground piping including cutting, edg e preparation, bending, threading, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing ou tlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure g auges, 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 clean ing by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and disposal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary t o perform the work (other than those specifically under taken by the owner in this contract).The scope shall also include cleaning o f internal surface of pipes conforming to SSPC SP-10 at all location where coating has been distroyed due to welding and repairing t he internal surface by application of 2-pack cold cured Isophthalic polyster acrylic co-polymer glass flake filled /Liquid epoxy / E quivalent with coating of thickness 700-1000 Microns . The locations where internal coating repair is expected would be at pipe end,Flanges ,pipe fittings ,valve location so that the internal of pipe surface is not directly exposed to water and completing the wor k in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. 1.315" OD x 0.179"WT ASTMA 106 Gr B -FW_E12 |
| 20 | Under ground piping for Process piping (with PU/3LPE Coating): Taking delivery of bare Pipes, pipe fittings, steel flanges, spiral w ound metallic gaskets & fasteners from designated location within station premises transporting the same to site, fabrication and er ection of underground piping including cutting, edge preparation, bending, threading, lining up and welding, excavating, trenching i n all kind of soil to specific depths as indicated in drawings and installing pipes and all types of pipe fittings like flanges, elb ows, equal and reducing outlet tees, concentric/eccentric reducers, drain funnels, vent pipe and tapping for instrument such as pess ure gauges, thermal relief valves, thermowells etc., underground at elevations indicated in the drawing connecting with equipment no zzles, valves, vessels, in-line instruments etc.,Cleaning exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equip ment 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, w ith approved materials,Equipment etc, holiday detection of the coating, cleaning of coated pipes by water flushing after cleaning bycompresed 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 consumab le necessary to perform the work (other than those specifically undertaken to be supplied by the owner under the contract) and compl eting 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 p lyurethane/ liquid epoxy for exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc shall be paid under separate SOR Item. 12.75" ODx 0.250" WT IS3589 FE410 Pipe U/G_G4 |
| 21 | Installation of Valves(for Fire water Lines-Tanks & Piping) : Taking delivery of valves of all types and pressure rating from thedes ignated location within station premises, transporting the same tosite, erecting above ground on preconstructed foundations or under groundincluding earth work in excavation and filling for under ground valvesat elevations specified in the drawings, priming and pai nting of aboveground valves, flood coating and wrapping of under ground portions (ifapplicable) including all inputs, labour, materi al and consumable (otherthan those specifically undertaken to be supplied by the owner) andcompleting the work in all respects in ac cordance with the drawings,manufacturer"s installation instructions and specifications andinstructions of the Site Engineer /EIC. No te:The cost of construction of Valve foundations shall be measured &paid separately under respective civil items. " 12"x ANSI 150 # HOV F/F API 600 Gate Valve FW_K7 |
| 22 | Installation of Valves(for Fire water Lines-Tanks & Piping) : Taking delivery of valves of all types and pressure rating from thedes ignated location within station premises, transporting the same tosite, erecting above ground on preconstructed foundations or under groundincluding earth work in excavation and filling for under ground valvesat elevations specified in the drawings, priming and pai nting of aboveground valves, flood coating and wrapping of under ground portions (ifapplicable) including all inputs, labour, materi al and consumable (otherthan those specifically undertaken to be supplied by the owner) andcompleting the work in all respects in ac cordance with the drawings,manufacturer"s installation instructions and specifications andinstructions of the Site Engineer /EIC. No te:The cost of construction of Valve foundations shall be measured &paid separately under respective civil items. " 4"x ANSI 150 # H OV F/F API 600 Gate Valve FW_K11 |
| 23 | Radiographic Inspection: Inspection of welding by radiographic method on all types of piping including processing of films and inter preting the results of weld quality and reporting the same to the Site Engineer together with recommendations as to the acceptabilit y or otherwise of the welds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusi ve of supply of all pesonnel, labour, materials, equipment, consumable, inputs, etc. and providing all services complete in all resp ects as envisaged in the contract documents. Note: i) Payment will be on the basis of number of welds of the respective size radiogr aphed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document. ii) Radiogra phy 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 d ue to defective films or repair of welds shall be done at contractor"s cost. In case where radiography is not possible: v) Verificat ion by utrasonic testing shall be done at contractors cost. vi) Magenetic particle inspection as and where required shall be done atContractors cost. 14" NB Pipe Joints RT_M4 |
| 24 | Radiographic Inspection: Inspection of welding by radiographic method on all types of piping including processing of films and inter preting the results of weld quality and reporting the same to the Site Engineer together with recommendations as to the acceptabilit y or otherwise of the welds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusi ve of supply of all pesonnel, labour, materials, equipment, consumable, inputs, etc. and providing all services complete in all resp ects as envisaged in the contract documents. Note: i) Payment will be on the basis of number of welds of the respective size radiogr aphed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document. ii) Radiogra phy 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 d ue to defective films or repair of welds shall be done at contractor"s cost. In case where radiography is not possible: v) Verificat ion by utrasonic testing shall be done at contractors cost. vi) Magenetic particle inspection as and where required shall be done atContractors cost. 4" NB Pipe Joints RT_M9 |
| 25 | Radiographic Inspection: Inspection of welding by radiographic method on all types of piping including processing of films and inter preting the results of weld quality and reporting the same to the Site Engineer together with recommendations as to the acceptabilit y or otherwise of the welds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusi ve of supply of all pesonnel, labour, materials, equipment, consumable, inputs, etc. and providing all services complete in all resp ects as envisaged in the contract documents. Note: i) Payment will be on the basis of number of welds of the respective size radiogr aphed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document. ii) Radiogra phy 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 d ue to defective films or repair of welds shall be done at contractor"s cost. In case where radiography is not possible: v) Verificat ion by utrasonic testing shall be done at contractors cost. vi) Magenetic particle inspection as and where required shall be done atContractors cost. 1" NB Pipe Joints RT_M13 |
| 26 | Double Cut Joint Hook-up: Cutting of portion of existing piping upto and including a length of 500 mm, trimming, grinding, bevellingthe edges, adding spool piece of required length / tee and the corresponding pipe size, thickness, adjoining and welding both the e nds including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform and complete the workin all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evacuation of product fr om the piping section after isolating the section and flushing with water and its disposal. 12.75" OD - Double Cut_O3 |
| 27 | 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 toperform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also in clude evacuation of product from the piping section after isolating the section and flushing with water and its disposal. 4.5" OD - Single Cut_N7 |
| 28 | CIVIL COMPOSITE |
| 29 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms including getting out the excavated soil and disp osal of surplus excavated soil, all works up to any lead and lift, as directed by the Engineer-in-Charge : In all kinds of soil |
| 30 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from n atural sources] |
| 31 | Centering and shuttering including strutting, propping etc. and removal of formwork for : Foundations, footings, bases for columns |
| 32 | Centering and shuttering including strutting, propping etc. and removal of formwork for : Columns, piers, abutments, pillars, posts and struts |
| 33 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishi ng and reinforcement - All work up to plinth level : 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 fr om natural sources] |
| 34 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level : Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 35 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 36 | Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, cl addings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cut ting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including prep aration of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with two coats of epoxy paint "EPILUX 155 High Build Enamel over a coat of "EPILUX 610" Primer of M/s BERGER or any other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, m aterials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of concr ete work). |
| 37 | 12 mm cement plaster of mix : 1:4 (1 cement : 4 fine sand) |
| 38 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer |
| 39 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 Kg/10 sqm) |
| 40 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directionsof Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obta ined. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] : Nominal concrete 1:3:6 or richer mix Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 41 | Demolishing RCC Work Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal |
| 42 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in d epth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5m. |
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