Indian Oil Corporation Limited-IOCL has published Pwrjt20021/ Construction Of 250 Kl Internal Floating Roof Petroleum Storage Tank And Other Allied Works . Construction Of 250 Kl Internal Floating Roof Petroleum Storage Tank And Allied Mechanical/Electrical/Instrumentation/Civil Works . . Submission Date for this Tender is 22-07-2020. Tanks and Cylinders Tenders in WRPL Navagam in state of Gujarat. Gujarat. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 02-Jul-2020 | Date_Corrigendum_I | Date | 22-07-2020 |
| 2 | 09-Jul-2020 | Technical Corrigendum-I | Technical Bid | 22-07-2020 |
| Name of Work: Construction of 250 kL Internal Floating Roof Petroleum Storage Tank and allied Mechanical/Electrical/Instrumentation/Civil works. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | CIVIL WORKS | |||
| 2 | 2 | EARTHWORK | |||
| 3 | 3 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth up to 50m lead and lift up to 1.5 m, as directed by the Engineer-in-Charge : | |||
| 4 | 4 | All kinds of soil | Item1 | 400 | SQM |
| 5 | 5 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by the Engineer-in-Charge. | |||
| 6 | 6 | All kinds of soil | Item2 | 561 | CUM |
| 7 | 7 | 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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m : | |||
| 8 | 8 | All kinds of soil. | Item3 | 10 | CUM |
| 9 | 9 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and 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 of surplus excavated soil as directed, within a lead of 50 m : | |||
| 10 | 10 | All kinds of soil | |||
| 11 | 11 | Pipes, cables etc, not exceeding 80 mm dia. | Item4 | 100 | METRE |
| 12 | 12 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Item5 | 100 | METRE |
| 13 | 13 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | Item6 | 100 | METRE |
| 14 | 14 | Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials. | |||
| 15 | 15 | All kinds of soil | Item8 | 150 | CUM |
| 16 | 16 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Item9 | 180 | SQM |
| 17 | 17 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | Item10 | 180 | SQM |
| 18 | 18 | Filling the excavated earth to required grade, level & profile in low lying areas including watering, ramming, compacting at optimum moisture content to 90% of Proctor's density consolidation by rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thickness, including clearing the area by cutting of shrubs, bushes, grass, vegetation, debris etc. stacking and disposing out of plot area to an unobjectional area as directed by site Engineer complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. | Item11 | 100 | CUM |
| 19 | 19 | CONCRETE WORK : | |||
| 20 | 20 | CEMENT CONCRETE (CAST IN-SITU) : | |||
| 21 | 21 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||
| 22 | 22 | 1:2:4 (1 cement : 2 coarse sand (Zone-III) : 4 graded stone aggregate 20 mm nominal size) | Item15 | 16 | CUM |
| 23 | 23 | 1:3:6 (1 cement : 3 coarse sand (Zone-III) : 6 graded stone aggregate 40 mm nominal size) | Item16 | 50 | CUM |
| 24 | 24 | 1:4:8 (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size) | Item17 | 5 | CUM |
| 25 | 25 | Centering and shuttering including strutting, propping etc. and removal of form work for : | |||
| 26 | 26 | Foundations, footings, bases for columns | Item19 | 25 | SQM |
| 27 | 27 | CEMENT CONCRETE PRECAST | |||
| 28 | 28 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. | |||
| 29 | 29 | 1:1.5:3 (1 cement: 1.5 coarse sand (Zone-III) : 3 graded stone aggregate 20 mm nominal size) | Item22 | 20 | CUM |
| 30 | 30 | REINFORCED CEMENT CONCRETE : | |||
| 31 | 31 | CAST IN-SITU : | |||
| 32 | 32 | 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 : | |||
| 33 | 33 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III): 3 graded stone aggregate 20 mm nominal size) | Item26 | 85 | CUM |
| 34 | 34 | FORM WORK : | |||
| 35 | 35 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : | |||
| 36 | 36 | Foundations, footings, bases of columns, etc. for mass concrete | Item29 | 100 | CUM |
| 37 | 37 | PRE-CAST RCC : | |||
| 38 | 38 | STEEL REINFORCEMENT : | |||
| 39 | 39 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | |||
| 40 | 40 | 1:2:4 (1 cement : 2 coarse sand (Zone-III) : 4 graded stone aggregate 20 mm nominal size) | Item33 | 150 | KG |
| 41 | 41 | 1:3:6 (1 cement : 3 coarse sand (Zone-III) : 6 graded stone aggregate 40 mm nominal size) | Item34 | 100 | KG |
| 42 | 42 | 1:4:8 (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size) | Item35 | 5000 | KG |
| 43 | 43 | MISCELLANEOUS : | |||
| 44 | 44 | BRICK WORK : | |||
| 45 | 45 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : | |||
| 46 | 46 | Cement mortar 1:4 (1 cement : 4 coarse sand) | Item39 | 10 | CUM |
| 47 | 47 | Cement mortar 1:6 (1 cement : 6 coarse sand) | Item40 | 5 | CUM |
| 48 | 48 | CEMENT PLASTER (IN COARSE SAND) : | |||
| 49 | 49 | 12 mm cement plaster of mix : | |||
| 50 | 50 | 1:4 (1 cement : 4 coarse sand) | Item43 | 50 | SQM |
| 51 | 51 | 6 MM CEMENT PLASTER : | |||
| 52 | 52 | 6 mm cement plaster of mix : | |||
| 53 | 53 | 1:3 (1 cement : 3 fine sand) | Item46 | 300 | SQM |
| 54 | 54 | EXTERIOR FINISHING : | |||
| 55 | 55 | Finishing walls with water proofing cement paint of required shade : | |||
| 56 | 56 | New work (Two or more coats applied @ 3.84 Kg/10 sqm) | Item49 | 300 | SQM |
| 57 | 57 | DRAINAGE : | |||
| 58 | 58 | STONE WARE PIPES AND FITTINGS : | |||
| 59 | 59 | Providing, laying and jointing glazed stoneware pipes Class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : | |||
| 60 | 60 | 250 mm diameter | Item53 | 100 | METRE |
| 61 | 61 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement : 4 coarse sand) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : | |||
| 62 | 62 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Item55 | 4 | EACH |
| 63 | 63 | Extra for depth for manholes : Size 90x80 cm : | |||
| 64 | 64 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Item57 | 5 | METRE |
| 65 | 65 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. : | |||
| 66 | 66 | For pipes 100 to 250 mm diameter | Item59 | 2 | EACH |
| 67 | 67 | For pipes 250 to 300 mm diameter | Item60 | 2 | EACH |
| 68 | 68 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 Kg and weight of frame 15 Kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone-III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :\nInside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : | |||
| 69 | 69 | With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 | Item62 | 1 | EACH |
| 70 | 70 | Extra for depth beyond 45 cm of brick masonry chamber : For 600x850 mm size : | |||
| 71 | 71 | With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 | Item64 | 2 | METRE |
| 72 | 72 | Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm size) and inside and top plastering (15mm thick) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections to drains inclusive of all labour, material, equipment, etc., all complete as per drawing and directions of the Engineer-in-Charge. | |||
| 73 | 73 | 1000mm x 1000mm x depth up to 1200mm inner dimensions. | Item66 | 1 | EACH |
| 74 | 74 | Supplying and fixing in position 100mm diameter 2 nos. of 600mm long C.I. spool pieces having wall thickness of 0.5 inch with one end flanged to suit C.I. Sluice Valve & other end plain, complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. | Item67 | 1 | EACH |
| 75 | 75 | TANK FOUNDATION WORKS : | |||
| 76 | 76 | Supply and construction of sand pad foundation consisting of well graded coarse sand spread in layers not exceeding 200 mm in loose thickness over the area, so as to achieve relative density of 90% as indicated in drawing including all materials, labour, equipment (like vibratory roller, vibro-rammer & vibrators, etc.) transportation, tests, lead and lift etc. as per specifications and directions of the Site Engineer/ Engineer-in-Charge complete up to the satisfaction of Engineer-in-Charge. | Item69 | 640 | CUM |
| 77 | 77 | Supply and spreading of moorum in slope/ grade over sand fill/ pad, in layers not exceeding 200 mm thickness compacted to minimum 90% of maximum laboratory modified proctor density using using power/ hand roller of capacity 8 to 10 tonne all complete as per specifications and directions of the Site Engineer/ Engineer-in-Charge. | Item70 | 52 | CUM |
| 78 | 78 | Supplying and laying of 75 mm thick Anticorrosive bituminous carpet under steel storage tanks (i.e. over compacted moorum) with screened dry coarse sand mixed with bitumen, dressing to the required slopes to form hard mass of specified compacted thickness using rollers/ rammers all complete as per specifications and directions of the Site Engineer/ Engineer-in-Charge. | Item71 | 80 | SQM |
| 79 | 79 | Supply and constructing a Crushed Stone Ring Beam below each tank shell, all-round, consisting of crushed stone of size 50 mm down laid in two layers (each layer duly compacted to form a hard core ring), filling of voids/ pockets with medium to coarse sand, capping with a compacted sand layer all complete as per drawing, specifications and direction of the Site Engineer/ Engineer-in-Charge. | Item72 | 11 | CUM |
| 80 | 80 | Supply and fixing M.S. fabricated funnel 450x250 mm size 700 mm long with bottom end connection to suit 250 mm diameter C.I. bend, handling, installation in position and jointing including supply of suitable M.S. collar ad jointing materials to provide on lead joint including all labour, material, equipment etc. complete as per drawing, specifications and directions of the Site Engineer/ Engineer-in-Charge. | Item73 | 1 | EACH |
| 81 | 81 | Supplying & fixing C.I. special as per IS:1537 (Latest Edition) handling and installation in position in the drain bed by providing necessary bedding concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) cementing the special fittings with hume pipe including necessary excavation and refilling and supply of all material including concreting, labour and equipment etc. complete as per specifications drawing and directions of the Site Engineer/ Engineer-in-Charge. | |||
| 82 | 82 | 250 mm diameter 90 Deg. bend to connect C.I. funnel on one side and 250 mm diameter hume pipe on other side. | Item75 | 1 | EACH |
| 83 | 83 | Construction of open surface drain complete as per drawing including necessary excavation, refilling, disposal of surplus earth, providing and laying one layer of flat brick and cement concrete 1:3:6 (150 mm thick) at bottom, lining with brick masonry in cement mortar 1:4 (1 cement : 4 coarse sand), plastering exposed surface with 18 mm thick cement mortar 1:4 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement, rounding off corners etc. complete as per specification, drawing and directions of the Site Engineer/ Engineer-in-Charge. | |||
| 84 | 84 | 300 mm x 450 mm trapezoidal section and depth 300 mm circumferential drain. | Item77 | 48 | METRE |
| 85 | 85 | 300 mm x 450 mm trapezoidal section and average depth 350 mm radial drain. | Item78 | 50 | METRE |
| 86 | 86 | Supplying & fixing 300 mm diameter Rising Stem type C.I. sluice gate valves (as per IS:14846) having minimum extended stem of 1.5 m with limit switches to get open and close indication of valves in Control Room including constructing necessary brick masonry chamber for valves in CM 1:4 (1 cement : 4 coarse sand) with necessary excavation and back filling, 200 mm thick foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate) inside and top surface plastering (15 mm thick) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement, top RCC slab 110 mm thick 1:2:4 and necessary reinforcement with 560 mm diameter C.I. cover and frame (heavy duty) etc. complete as per drawing and directions of the Site Engineer/ Engineer-in-Charge inclusive of cost of all labour material & equipment etc. complete. | Item79 | 1 | EACH |
| 87 | 87 | Supplying & fixing C.I. Gate Valve including constructing necessary brick masonry chamber for valves in CM 1:4 (1 cement : 4 coarse sand) with necessary excavation and back filling, 200 mm thick foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate) inside and top surface plastering (15 mm thick) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement, top RCC slab 110 mm thick 1:2:4 and necessary reinforcement with 560 mm dia CI cover and frame (light duty) etc. complete as per drawing and directions of the Site Engineer/ Engineer-in-Charge inclusive of cost of all labour material & equipment etc. complete. | |||
| 88 | 88 | 250 mm diameter | Item81 | 1 | EACH |
| 89 | 89 | Supplying and fixing C.I. spool piece 600 mm long of specified diameter including jointing with C.I. valve with lead filled collar joint or F/F joint at one end and jointing with RCC hume pipe with necessary CC/ CM & RCC collar on the other end in all respect as per specifications, drawing and directions of the Site Engineer/ Engineer-in-Charge all inclusive of cost of all labour, materials, equipment, etc. | |||
| 90 | 90 | Supplying and laying black Low Density Polyethylene (LDPE) sheet, 1000 gauge (250 micrometer) thick, as per IS:2508-1984 in tank pad foundation & tank dyke area paving including anchoring the sheet at the periphery of the tank pad/ dyke, heat-sealing the Joints during laying of the sheet using a 3-sealer iron, checking for bonding in totally complete in all respects as per directions of the Site Engineer/ Engineer-in-Charge inclusive of cost of all labour, material, tools, tackles etc. | Item83 | 2 | EACH |
| 91 | 91 | Supplying and providing in position polysulphide chemical sealant "FAIRSEAL-P" (Make: M/s. FAIRMATE)/ "THIOFLEX 600" (Make: M/s. FOSROC) or any other equivalent approved brand & manufacture for filling in the expansion joints of RCC dyke inlcuding edge preparation, repair and making it to plumb, application of suitable primer/ bond coat, fixing backup rod (Polyurethane Foam), maksing tape, required excavation/ backfilling etc. all complete as per manufacturer's recommendations and directions of the Engineer-in-Charge. The seal shall be 50mm thick wide and 25mm deep. [Notes: (1) This Item shall be operated under specific instructions of the Engineer-in-Charge. (2) Payment shall be made on the basis of length of sealing]. | Item84 | 400 | SQM |
| 92 | 92 | Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-in-Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall conform to ASTM 6063.) | Item85 | 5 | METRE |
| 93 | 93 | Wall Joint of 100 mm gap | |||
| 94 | 94 | 250 mm diameter | Item87 | 10 | METRE |
| 95 | 95 | T&I WORKS | |||
| 96 | 96 | SUPPLY ITEMS | |||
| 97 | 97 | Pressure Indicators (PI) of the range 0 to 20 Kg / Cm2 as per the technical specifications attached in the Tender. | Item90 | 1 | EA |
| 98 | 98 | Supply of flame proof and weather proof fittings including EP/WP certificates as per the technical specifications attached. | |||
| 99 | 99 | 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. | Item92 | 1 | No |
| 100 | 100 | FLP/ WP Junction Box, Type D. (Nos. of terminals: 24 Nos.; Bottom entry: 1 No. - 1"; Left side entry: 3 Nos.- 1/2"; Right side entry: 3 Nos.- 1/2") along with FLP cable glands & FLP plugs for all the cable entries of the Junction as per technical specifications. | Item93 | 1 | No |
| 101 | 101 | SERVICE ITEMS | |||
| 102 | 102 | Installation, testing and commissioning of Pressure Indicator (PI) of various ratings as per drawings, recomendations of OEM and directions of Engineer in-charge/ Site engineer | Item95 | 1 | EA |
| 103 | 103 | CABLE TRENCH: Excavation in unpaved areas of earth in work sites for conventional cable trenches for a depth upto 1.5 metres including shoring, strutting etc. (if necessary), backfilling the trench with excavated earth, as directed by Site Engineer, including all labour and materials complete as per drawings, specification and directions of Site Engineer. | Item96 | 690 | CUM |
| 104 | 104 | WBM ROAD / CONCRETE BREAKING: WBM Road/concrete breaking for cable trenches including required shoring strutting etc., and repairing of the road/dyke to original condition and disposing off excess materials (within the work site) as per specifications and direction of the Site Engineer, job complete in all respects including the cost of labour, tools, materials, load, lift hire charges of equipments, if any. | Item97 | 60 | CUM |
| 105 | 105 | CABLE LAYING: Laying of armoured / unarmoured control / signalling cables and installation / pulling of telephone cables of all type in trenches, in cable racks, in trays, in protective pipes, poles,columns, in conduits, in panels, in buildings, walls, ceilings, 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,as per specifications,drawings and directions of the SiteEngineer, including cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths | |||
| 106 | 106 | Control having outer diameter upto 20mm | Item99 | 2780 | METRE |
| 107 | 107 | Control having outer diameter between 20 to 30 mm | Item100 | 600 | METRE |
| 108 | 108 | COMPOSITE ITEMS | |||
| 109 | 109 | Taking delivery, shifting within a road distance of 500 meters and installation & testing of the following instruments (pressure Gauge, Pressure Switch, Pressure Transmitter, flow meters, density meters etc. of various ratings by fabrication and installing all the required pipe fittings with pressure pipes, valves, plugs, tees, nipples, junction box, cables, supply and erection of all other required materials such as the supporting structure clamps, cannopy, screws, nuts, bolts, aluminium sheets, GI wire, steel plats, cement concrete etc. complete in all respects including supply of suitable size non flame proof cable gland at control panel end and terminating the already laid cables at field, junction box and control panel end, mounting the junction boxes as per the Drawings, specifications and directions of the engineer in-charge/site engineer including cost of all labour, materials, consumables, tools, tackles and services rendered etc. All the instruments shall have to be properly connected to the earth pit through GI wires. The works shall include labelling, tagging using SS plates, glanding and ferruling at both field and panel side. Installation to be done as per OEMs recommendations, vendor drawings and other approved drawings. The scope shall include providing assistance in testing and commissioning of the instruments along with loop checking and providing assistance to control system vendor | |||
| 110 | 110 | INSTALLATION OF FLOW SWITCH: Installation and testing of Flow switch. This includes mounting of termination box as per the drawings, specification and instruction of Engineer in-charge/ Site Engineer. | Item103 | 2 | EA |
| 111 | 111 | 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 / ransmix tanks etc. as per the OEM recommendations, vendor drawings, directions of engineer in-charge/site engineer and other apporved drawings. in-charge/ Site Engineer. | Item104 | 2 | EA |
| 112 | 112 | 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. | Item105 | 1 | EA |
| 113 | 113 | FLOW METER INSTALLATION - Taking delivery, shifting to installation site within the station premises, erecting and installing of the flow meter along with reducers and flow meter electronics/ flow transmitter. Providing assistance to control system vendor/meter supplier in testing and commissioning of the turbine/ ultrasonic / coriolis mass flow meter / clamp on ultrasonic meter / Positive Dispalacement Meter etc.. Making structural supports and fittings, clamps, screws, nuts, bolts, making the cable supports and terminating cables at panel and field ends. Mounting the junction boxes as per drawings,manufacturer's instructions, specification and direction/instruction of engineer in-charge/site engineer. Job shall include termination of cables at both fiels ends and control panel ends, supply of suitable size non-flame proof cable glands at control panel and the cost of all labour, tools, materials, etc. including labelling, tagging using SS plates painting, glanding, ferruling complete in all respect. | Item106 | 2 | EA |
| 114 | 114 | INSTALLATION OF JUNCTION BOX - Installation of non-flame proof junction box, explosion proof / flame proof junction boxes for marshalling of control cables, terminating the cables at field and control panel end, mounting the junction boxes, connecting to earthing grid by supplying and installing all the required materials such as supporting structure, cement concrete, painting, GI wire etc. (excluding supply of the Junction Boxes) 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. | Item107 | 3 | EA |
| 115 | 115 | INSTRUMENTATION JOBS FOR MOVs, ROSOVs & ROVs - Carrying out the instrumentation and control system jobs on the already erected actuator assembly of motor operated valves (MOVs), ROSOVs (Remote Operated Shutt-off Valve) & Remote Operated Valves (ROVs) by making the instrument air connection (in ROVs) & necessary cable connection at field and control panel end (excluding the supply of cables) calibrating the control components, adjusting the limit switches, testing the whole assembly as per drawings specifications and direction of the engineer in-charge/site engineer complete in all respect, including supply of suitable size non-flame-proof cable glands, ferruls, drilling/cutting of plate for fixing glands at Control Panel end and the cost of all labour, tools, glanding, ferruling, consumables etc. | Item108 | 3 | EA |
| 116 | 116 | INSTALLATION OF MOV/ROSOV PUSH BUTTON STATION Installation of explosion proof/flame proof MOV/ROSOV push button station in field including marshalling of control cables, terminating the cables at field, MOV/ROSOV end and control panel end, mounting the push button stations, connecting to earthing grid by supplying and installing all the required materials such as supporting structure, cement concrete, painting, GI wire etc. (excluding supply of the MOV Push Button) 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. | Item109 | 2 | EA |
| 117 | 117 | INSTALLATION OF HYDROCARBON DETECTORS - 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. | Item110 | 3 | EA |
| 118 | 118 | Installation of Manual Call Point (Explosion Proof & Weather Proof) in Hazardous area, terminating the cables at field and control panel end, connecting to earthing grid by supplying and installing all the required materialssuch as supporting structure, cement concrete, painting, GI wire etc.(excluding supply of the Manual Call Point) complete in all respectsas per specifications. | Item111 | 1 | EA |
| 119 | 119 | SAND SUPPLY & FILLING :\nSupplying and spreading of approved quality,fine, dry /river sand in cable trenches as per drawings, specifi- cations and directions of the Site Engineer, including the cost of all material, transport, load and lift charges, labour,tools etc. complete in all respects. | Item112 | 105 | CUM |
| 120 | 120 | BRICK SOLING :\nSupply and laying of approved quality 75 mm thick second class brick flat soling with sand filling in the interstices, in cable trenches for protection; as per drawings, specification and direction of the Site Engineer including the cost of all brick,sand and other materials,tools,labour, load and lift charges etc.complete in all respects. | Item113 | 510 | SQM |
| 121 | 121 | MS CABLE MARKER\nSupply, erection and installation of MS cable markers, including excavation and installation of Markers, cement concrete grouting, back filling etc. required as per drawing, specifications and directions of Site Engineer/ Engineer-in-charge including cost of all labours, tools & tackles, materials etc. complete in all respects. | Item114 | 26 | EA |
| 122 | 122 | GI CONDUITS - Supply, erection and 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 structures etc.; including the supply and installation of all the necessary pipe fittings such asbends, sockets, elbows, tees, etc. bending, threading, binding,clamping, providing spacers, plugs, packings, bushing etc. as required for laying of cables, in roads, station pipe crossings, building entry, cable rising up to the equipment etc. as per the drawings, specifications and directions of Site Engineer/ Engineer-in-charge, including the cost of all labour, tools & tackles, Materials etc. complete in all respects. | |||
| 123 | 123 | 25 mm | Item116 | 45 | M |
| 124 | 124 | 50 mm | Item117 | 15 | M |
| 125 | 125 | 100 mm | Item118 | 42 | M |
| 126 | 126 | Supply, installation & fixing of perforated GI trays of width 150 mm, 300 mm, 450 mm &600 mm as per site requirement forlaying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respectively with concentricstatic load as 70 Kg at the centre, with materials, labour, tools andtackles, consumables etc , as per drawings, specification anddirections of Site Engineer / Engineer-in-Charge\n | Item119 | 700 | KG |
| 127 | 127 | Supply, installation & fixing of prefabricated perforated Aluminium cable trays of width 150 mm, 300 mm, 450 mm & 600 mm as per siterequirement for laying of cables with standard rung spacings. Load forsupport span of 2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respectivelywith concentric static load as 70 Kg at the centre, with materials,labour, tools and tackles, consumables etc , as per drawings,specification and directions of Site Engineer / Engineer-in-Charge | Item120 | 300 | KG |
| 128 | 128 | EARTH STRIP / WIRE / ROPE / CABLE\nSupply, 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, including the cost of all labour, tools, materials, etc. complete in all respect. | |||
| 129 | 129 | GI Wire / GI Rope ( 8 SWG ) | Item122 | 300 | M |
| 130 | 130 | ELECTRICAL WORKS | |||
| 131 | 131 | SUPPLY ITEMS | |||
| 132 | 132 | Supply of 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 | 133 | AL,3CX10 mm²,A2XFY | Item126 | 130 | M |
| 134 | 134 | CU,3CX2.5 mm²,2XWY | Item127 | 800 | M |
| 135 | 135 | CU 12C x 2.5 mm2 2X WY | Item128 | 800 | M |
| 136 | 136 | CU 6C x 2.5mm2 2X WY | Item129 | 130 | M |
| 137 | 137 | SERVICES ITEMS | |||
| 138 | 138 | 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 | |||
| 139 | 139 | Power cables LT : OD upto 20 mm | Item132 | 930 | M |
| 140 | 140 | Control cables LT (Electrical) : OD upto 20 mm | Item133 | 930 | M |
| 141 | 141 | LT Panel: \nErection, installation including within site transportation, testing and commissioning of 415 V , owner supplied power-control- centres, motor control centres , soft starters, APFC panel etc. assembling as required, installation on the already made foundation channels, aligning, levelling, grouting, assembling, making all the inter connections /outgoing/incoming power & control cable/ bus duct connection including making holes for cable entries as required as per drawing, specifications and directions of the Site Engineer/Engineer-in-Charge including cost of all materials, tools labour etc. complete in all respect including termination of all power , control cables, installation of thermistor controller, internal wiring, earthing of LT panels, supply of cable glands etc.complete as per cable schedule, drawings etc. | |||
| 142 | 142 | Weight of unit above 1000 kg but upto and including 3000 kg | Item135 | 1200 | KG |
| 143 | 143 | COMPOSITE ITEMS | |||
| 144 | 144 | SITC OF MOTOR PUSH BUTTON STATION (FLAME PROOF FITTINGS) :\nNote: All equipment under this category shall be suitable for location in zone-I gas group IIA & IIB (Temp. class T3) area with a separate terminal box for incoming cable and a separate terminal box for out going cable (where applicable), apart from separate enclosure for each equipment including control gear etc. in IP 65 cast aluminium LM-6 certified enclosure. \n\nSupply ,erection,testing and commissioning of FLP/WP push button (ON/OFF) control station (without ammeter) of approved make with /without 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. | Item137 | 1 | EA |
| 145 | 145 | EARTH ELECTRODES\nSupplying, installation, testing of GI earthing electrode, including the supply and installation of the CI cover, charcoal /special backfill etc. and construction of chamber; complete as per drawings,specifications and directions of the Site Engineer, Including the cost of all labour, tools, materials etc. complete in all respects. | Item138 | 9 | EA |
| 146 | 146 | EARTH STRIP / WIRE / ROPE / CABLE\nSupply, 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. | |||
| 147 | 147 | 40 mm X 5 mm G.I. earthing strip (For cable trench & Earthpit) | Item140 | 400 | M |
| 148 | 148 | 10 MM Gi Wire Rope (Motor) | Item141 | 200 | M |
| 149 | 149 | FIRE FIGHTING RELATED WORKS | |||
| 150 | 150 | SUPPLY ITEMS | |||
| 151 | 151 | Supply of IS: 3589, Gr. Fe 410 pipes/ ASTM A 53 Gr. B / ASTM A 106 Gr. B Pipe as detailed in respective line items indicated below with factory coated internal coating at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. Cost shall be inclusive of all charges including charges for inpsection of materials by approved TPI etc. | |||
| 152 | 152 | 12.75" ODx 0.250" WT IS3589 FE410 Pipe | Item145 | 100 | M |
| 153 | 153 | 4.5" ODx 0.237" WT ASTM A 53 Gr. B / A 106 Gr B Pipe | Item146 | 25 | M |
| 154 | 154 | FIRE FIGHTING EQUIPMENT: Supply and delivery of Fire Fighting Equipment at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. Cost shall be inclusive of all charges including charges for inpsection of materials by approved TPI etc. | |||
| 155 | 155 | 9 kg DCP Extinguisher IS 15683 Marked | Item148 | 2 | EA |
| 156 | 156 | Fire Hose Box for keeping 2 Nos. of 15 M Type B delivery hose and one no. jet nozzle | Item149 | 4 | EA |
| 157 | 157 | Type B Delivery Hoses of 15 M length bearing IS-636 mark | Item150 | 8 | EA |
| 158 | 158 | Stand Post Type double way fire hydrent fitted with 2 Nos of single landing valve complete as per IS: 5290 alongwith 4" x150# WNRF Flange | Item151 | 4 | EA |
| 159 | 159 | High Volume Long Range Foam Monitor 1000 GPM capacity stand post type with inlet flange of 4" X 150# | Item152 | 2 | EA |
| 160 | 160 | SERVICES ITEMS | |||
| 161 | 161 | Above ground internal epoxy coated pipe for Fire Water Services: (with internal epoxy coating for repair at wending joints )\nTaking delivery of internal epoxy coated 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 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 disposal 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).The scope shall also include cleaning of internal surface of pipes conforming to SSPC SP-10 at all location where coating has been distroyed due to welding and repairing the internal surface by application of 2-pack cold cured Isophthalic polyster acrylic co-polymer glass flake filled /Liquid epoxy / Equivalent 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 work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. | |||
| 162 | 162 | 12.75" ODx 0.250" WT IS3589 FE410 Pipe | Item155 | 100 | M |
| 163 | 163 | 4.5" ODx 0.237" WT ASTM A 53 Gr. B / A 106 Gr B Pipe | Item156 | 20 | M |
| 164 | 164 | 3.5" ODx 0.216" WT ASTM A 53 Gr. B / A 106 Gr B Pipe | Item157 | 5 | M |
| 165 | 165 | 2.375" ODx 0.218" WT ASTM A 53 Gr. B / A 106 Gr B Pipe | Item158 | 5 | M |
| 166 | 166 | 1.315" ODx 0.179" WT ASTM A 53 Gr. B / A 106 Gr B Pipe | Item159 | 5 | M |
| 167 | 167 | Under ground piping for Fire Water Services:(with internal epoxy coating for repair at wending joints and external PU coating)\nTaking 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 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) .The scope shall also include cleaning of internal surface of pipes conforming to SSPC SP-10 at all location where coating has been distroyed due to welding and repairing the internal surface by application of 2-pack cold cured Isophthalic polyster acrylic co-polymer glass flake filled /Liquid epoxy / Equivalent 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 work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. | |||
| 168 | 168 | 12.75" ODx 0.250" WT IS3589 FE410 Pipe | Item161 | 10 | M |
| 169 | 169 | 4.5" ODx 0.237" WT ASTM A 53 Gr. B / A 106 Gr B Pipe | Item162 | 5 | M |
| 170 | 170 | 3.5" ODx 0.216" WT ASTM A 53 Gr. B / A 106 Gr B Pipe | Item163 | 5 | M |
| 171 | 171 | 1.315" ODx 0.179" WT ASTM A 53 Gr. B / A 106 Gr B Pipe | Item164 | 5 | M |
| 172 | 172 | Installation of Valves(for Fire water Lines-Tanks & Piping)/OWS line : \nTaking delivery of valves of all types and pressure rating from thedesignated location within station premises, transporting the same tosite, erecting above ground on preconstructed foundations or undergroundincluding earth work in excavation and filling for under ground valvesat elevations specified in the drawings, priming and painting of aboveground valves, flood coating and wrapping of under ground portions (ifapplicable) including all inputs, labour, material and consumable (otherthan those specifically undertaken to be supplied by the owner) andcompleting the work in all respects in accordance with the drawings,manufacturer's installation instructions and specifications andinstructions of the Site Engineer /EIC. \nNote:The cost of construction of Valve foundations shall be measured &paid separately under respective civil items. " | |||
| 173 | 173 | 12"x ANSI 150 # HOV F/F API 600 Gate Valve | Item166 | 6 | EA |
| 174 | 174 | 4"x ANSI 150 # HOV F/F API 600 Gate Valve | Item167 | 6 | EA |
| 175 | 175 | Monitor and Hydrant \nTaking delivery of hydrants and monitors rom thedesignated location, transporting the same to site, erecting over fire water line as per AFC drawings including all inputs, labour, material and consumable and completing the work in all respects in accordance with the drawings,manufacturer's installation instructions and specifications andinstructions of the Site Engineer /EIC." | |||
| 176 | 176 | High Volume Long Range Foam Monitor 750-1000 GPM capacity stand post type with inlet flange of 4" X 150# | Item169 | 2 | EA |
| 177 | 177 | Stand Post Type double way fire hydrent fitted with 2 Nos of single landing valve complete as per IS: 5290 alongwith 4" x150# WNRF Flange | Item170 | 4 | EA |
| 178 | 178 | Installation of Hose Box : Taking delivery of Hose Boxes from the designated location, transporting the same to site, erecting near fire water line , poviding suitable concrete foundation for support including all inputs, labour, material and consumable and completing the work in all respects in accordance with the drawings,manufacturer's installation instructions and specifications andinstructions of the Site Engineer /EIC." | Item171 | 4 | EA |
| 179 | 179 | PROCESS PIPING RELATED WORKS | |||
| 180 | 180 | SUPPLY ITEMS | |||
| 181 | 181 | 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. ( HSN code : 8484) | |||
| 182 | 182 | 12" x ANSI 600 Sr. SWMG | Item175 | 2 | EA |
| 183 | 183 | 16" x ANSI 150 Sr. SWMG | Item176 | 6 | EA |
| 184 | 184 | 12" x ANSI 150 Sr. SWMG | Item177 | 30 | EA |
| 185 | 185 | 10" x ANSI 150 Sr. SWMG | Item178 | 14 | EA |
| 186 | 186 | 8" x ANSI 150 Sr. SWMG | Item179 | 20 | EA |
| 187 | 187 | 6" x ANSI 150 Sr. SWMG | Item180 | 15 | EA |
| 188 | 188 | 4" x ANSI 150 Sr. SWMG | Item181 | 15 | EA |
| 189 | 189 | 3" X ANSI 150 Sr.SWMG | Item182 | 34 | EA |
| 190 | 190 | 2" x ANSI 150 Sr. SWMG | Item183 | 25 | EA |
| 191 | 191 | 1" x ANSI 150 Sr. SWMG | Item184 | 30 | EA |
| 192 | 192 | 3/4" x ANSI 150 Sr. SWMG | Item185 | 12 | EA |
| 193 | 193 | 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.( HSN code : 7318) | |||
| 194 | 194 | Fasteners for Flanges 12" x 600# (1.250" Dia. X 9.75" Length - | Item187 | 12 | EA |
| 195 | 195 | Fasteners for Flanges 16" x 150# (1.000" Dia. X 6.00" Length | Item188 | 96 | EA |
| 196 | 196 | 0.875" Dia. X 5.50" Length for 12" x 150# Flange | Item189 | 180 | EA |
| 197 | 197 | 0.875" Dia. X 5.25" Length for 10" x 150# Flange | Item190 | 120 | EA |
| 198 | 198 | 0.750" Dia. X 4.75" Length for 8" x 150# Flange | Item191 | 100 | EA |
| 199 | 199 | 0.750" Dia. X 4.50" Length for 6" x 150# | Item192 | 120 | EA |
| 200 | 200 | 0.625" Dia. X 4.00" Length for 3" x 150# Flanges , Flanges 4" x 150#, 2" x 300# flanges, 1" x 600#, 3/4" 600# | Item193 | 300 | EA |
| 201 | 201 | 0.625" Dia. X 3.75" Length for 2" x 150# Flange & 2.5" x 150# Flange | Item194 | 45 | EA |
| 202 | 202 | 0.500" Dia. X 3.00" Length for 3/4" x 150# Flange , 1" x 150# Flange | Item195 | 25 | EA |
| 203 | 203 | 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. Cost shall be inclusive of all chages including charges for inpsection of materials by approved TPI, Taxes etc. ( HSN code : 7307) | |||
| 204 | 204 | WNRF Flange | |||
| 205 | 205 | 12" x ANSI 600 Sr.WNRF | Item198 | 1 | EA |
| 206 | 206 | 16" x ANSI 150 Sr.WNRF | Item199 | 6 | EA |
| 207 | 207 | 12"x ANSI 150 Sr. WNRF | Item200 | 30 | EA |
| 208 | 208 | 10"x ANSI 150 Sr. WNRF | Item201 | 12 | EA |
| 209 | 209 | 8"x ANSI 150 Sr. WNRF Sch Std | Item202 | 20 | EA |
| 210 | 210 | 6"x ANSI 150 Sr. WNRF Sch Std | Item203 | 12 | EA |
| 211 | 211 | 4" x ANSI 150 Sr. WNRF Sch Std | Item204 | 15 | EA |
| 212 | 212 | 3" x ANSI 150 Sr. WNRF Sch. Std | Item205 | 35 | EA |
| 213 | 213 | 2" x ANSI 150 Sr. WNRF Sch. XS | Item206 | 25 | EA |
| 214 | 214 | 1" x ANSI 150 Sr. WNRF Sch. XS | Item207 | 30 | EA |
| 215 | 215 | 3/4" x ANSI 150 Sr. WNRF Sch. 160 | Item208 | 12 | EA |
| 216 | 216 | BLRF | |||
| 217 | 217 | 12", BLRF FLANGE, ANSI - 150# (B 16.5) | Item210 | 2 | EA |
| 218 | 218 | 8", BLRF FLANGE, ANSI - 150# (B 16.5) | Item211 | 2 | EA |
| 219 | 219 | 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. Cost shall be inclusive of all chages including charges for inpsection of materials by approved TPI, Taxes etc.( HSN code : 7307) | |||
| 220 | 220 | Tee | |||
| 221 | 221 | 12" x 6"ANSI 150# Unequal | Item214 | 2 | EA |
| 222 | 222 | 12" x 4"ANSI 150# Unequal | Item215 | 6 | EA |
| 223 | 223 | 12" x 8"ANSI 150# Unequal | Item216 | 3 | EA |
| 224 | 224 | 12" ANSI 150# Equal Tee | Item217 | 6 | EA |
| 225 | 225 | 10" ANSI 150# Equal Tee | Item218 | 2 | EA |
| 226 | 226 | 8" ANSI 150# Equal Tee | Item219 | 4 | EA |
| 227 | 227 | 8" x 6" ANSI 150# Un Equal Tee | Item220 | 2 | EA |
| 228 | 228 | 3" ANSI 150# Equal Tee | Item221 | 5 | EA |
| 229 | 229 | 2" ANSI 150# Equal Tee | Item222 | 4 | EA |
| 230 | 230 | 4"x 3"ANSI 150# UnEqual | Item223 | 2 | EA |
| 231 | 231 | 3"x 2"ANSI 150# UnEqual | Item224 | 2 | EA |
| 232 | 232 | 3"x 1"ANSI 150# UnEqual | Item225 | 2 | EA |
| 233 | 233 | 2"x 1"ANSI 150# UnEqual | Item226 | 2 | EA |
| 234 | 234 | Bends | |||
| 235 | 235 | 12" 150 Sr. 45 deg LR Bends | Item228 | 6 | EA |
| 236 | 236 | 8" 150 Sr. 45 deg LR Bends | Item229 | 2 | EA |
| 237 | 237 | 12" ANSI 150# 90 deg LR Bends | Item230 | 6 | EA |
| 238 | 238 | 10" ANSI 150# 90 deg LR Bends | Item231 | 2 | EA |
| 239 | 239 | 8" 150 Sr. 90 deg LR Bends Sch STD, BW | Item232 | 12 | EA |
| 240 | 240 | 6" 150 Sr. 90 deg LR Bends Sch STD, BW | Item233 | 4 | EA |
| 241 | 241 | 4" 150 Sr. 90 deg LR Bends, Sch STD, BW | Item234 | 8 | EA |
| 242 | 242 | 3" 90 deg LR Bends Sch STD, BW | Item235 | 40 | EA |
| 243 | 243 | 2" 90 deg LR Bends Sch XS, BW | Item236 | 15 | EA |
| 244 | 244 | 1" 150# 90 deg LR Bends | Item237 | 16 | EA |
| 245 | 245 | Concentric Reducers | |||
| 246 | 246 | 16"x 12" x CR x 150# | Item239 | 5 | EA |
| 247 | 247 | 12"x 10"x CR x 150# | Item240 | 2 | EA |
| 248 | 248 | 12"x 8"x CR x 150# | Item241 | 4 | EA |
| 249 | 249 | 6"x 4"x CR xSch. STD, BW | Item242 | 1 | EA |
| 250 | 250 | 6"x3"x ER X150# | Item243 | 1 | EA |
| 251 | 251 | 3" x 2" CR Sch. STD x Sch XS, BW | Item244 | 1 | EA |
| 252 | 252 | 2" x 1" Sch. XS x Sch XS CR x 150# | Item245 | 2 | EA |
| 253 | 253 | Weld-o-let | |||
| 254 | 254 | 12"x2"x150# Weld-o-let | Item247 | 2 | EA |
| 255 | 255 | 12"x4"x150# Weld-o-let | Item248 | 2 | EA |
| 256 | 256 | 8"x2"x150# Weld-o-let | Item249 | 4 | EA |
| 257 | 257 | Half coupling | |||
| 258 | 258 | 1/2" size 6000# SOCW | Item251 | 2 | EA |
| 259 | 259 | 1" size 3000# | Item252 | 2 | EA |
| 260 | 260 | Supply of Valves ( HSN code : 84818030) | |||
| 261 | 261 | 4"x ANSI 150# F/F BS 1868 Swing Check\nValve | Item254 | 1 | EA |
| 262 | 262 | 3"x ANSI 150# F/F BS 1868 Swing Check\nValve | Item255 | 3 | EA |
| 263 | 263 | 2"x ANSI 150# F/F BS 1868 Swing Check\nValve | Item256 | 4 | EA |
| 264 | 264 | 12"x ANSI 150 Sr. HOV F/F API 600 Gate\nValve | Item257 | 6 | EA |
| 265 | 265 | 4"x ANSI 150 Sr. HOV F/F API 600 Gate\nValve | Item258 | 6 | EA |
| 266 | 266 | 3"x ANSI 150 Sr. HOV F/F API 600 Gate\nValve | Item259 | 10 | EA |
| 267 | 267 | 2"x ANSI 150 Sr. HOV F/F API 600 Gate\nValve | Item260 | 10 | EA |
| 268 | 268 | Supply and delivery of API 602 Gate valve at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. Cost shall be inclusive of all charges including charges for inpsection of materials by approved TPI, Taxes etc. ( HSN code : 84818030) | |||
| 269 | 269 | 1" x 800# Gate valve HOV SOCW | Item262 | 10 | EA |
| 270 | 270 | COMPOSITE ITEMS | |||
| 271 | 271 | PRODUCT STORAGE TANKS( CONE ROOF TANKS WITH ALUMINIUM INTERNAL FLOATING ROOF): \n1. Design, preparation of detailed fabrication & construction drawings and detailing alongwith supporting calculations duly vetted by an IIT professor/a reputed consultant\ninvolved in petroleum storage design meeting with the requirement of tender specifications/ stipuulations/ drawings, applicable codes.\n2. Taking delivery and transportation of all owner supplied materials as listed in Chapters Special Conditions of Contract and Technical Specification from owner's storage location within the owner designated premises, supply of all other materials, structurals & accessories required to meet the requirement stipulated in tender documents and approved detailed fabrication & construction drawings.\n3. Rolling, fabrication, erection and welding of all steel plates for specified capacity fixed roof type petroleum product storage tanks with Pontoon/full contact type Aluminium Internal Floating Roof comprising of bottom, shell, cone roof with hand rail, mid-rail and toe-guard along the roof periphery including roof structure , aluminium internal floating roof, wind girders, closed stringer type staircase with GI treads and handrails, curb angle, gauge well pipe, accessories, safety devices and other components of tank as specified in Chapters Special Conditions of Contract and Technical Specification .\n4. Design, supply & fabrication of Pontoon type/full contact type Aluminum internal floating roof having features like anti-static/grounding decvices, earthing & anti-rotation cables, deck breather valves, foam dam,supporting legs,circumferential roof vents, manholes and inspection hatches, PU peripheral seals having vapour mounted wiper seals as primary seal and rim mounted wiper seals as secondary seal, penetration seals for columns, ladders,gauge wells, and other appurtenances that penetrate into the floating roof, all roof appurtenaces, accessories ETC., as per specifications and approved drawings\n5.Providing mounting flange, perforated pipes of suitable sizes for mounting of radar gauges, level switch, temperature sensor etc. and suitable size of aluminium covered cable trays from tank bottom to tank top & tank top to instruments for instruments like Radar gauge for product level, temperature gauge, Level Switch etc.,\n6.Providing all manholes, nozzles etc., fittings and fixing of all appurtenances, instruments, alarms, accessories, sealing devices, safety devices etc.,suitable platform for the maintenance of level switches, providing support brackets for cable trays, piping etc, pad plates & support brackets for cooling water risers & ring mains, brackets for foam pourer riser pipes and brackets & angles for thermal relief line(s), supply & installation of water and product draw off valves as per the technical specifications, fabrication and testing of water draw-off piping from sump to pit provided outside the tank , conducting hydrostatic test with dosing of approved corrosion inhibitor as per the requirement and conducting all other necessary tests.\n7. Calibration of storage tanks by optical triangulation method including all necessary field work, co-ordination with legal metrology department of concerned State Govt. , preparation of computerized charts, developing and providing calibration chart duly approved by the calibration authorities. etc.\n8.Painting of bottom side of the bottom plates with specified paint system, painting of tank bottom & full tank internal surface with specified paint system as per provisions laid down in the tender specifications, external painting of the tank shell, roof & appertunances with specified paint system after sand/shot blast cleaning as stipulated in the specifications , Carrying out all required stage and final inspection of shell, bottom & roof including visual inspection and Radiographic inspection of Welds as per provisions of API 650 (latest ediiton), submission of digitised copies of radiographs as per specified format, Supply, design, drawings , installation & commissioning of complete earthing system of tanks as per supplied tender drawings/specifications after prior approval of complete earthing system from the Owner.\n9.Providing complete assistance and manpower during commissioning of the tanks.\n10. Preparation of As built drawings, data sheets etc., and furnishing them as reference documents. Completing all the work meeting with the drawings, specifications, applicable codes (API 650 & other codes as applicable) in all respects inclusive of supply of all materials, tools and tackles, labour, manpower & consumables etc., in accordance with the contract specifications and as per the instructions of the Site Engineer/ Engineer in Charge. The job shall be complete in all respect as per terms and conditions specified in Chapters Special Conditions of Contract and Technical Specification (including the datasheet) and rate shall be inclusive of all cost components. | |||
| 272 | 272 | INTERNAL FLOATING ROOF TANKS FOR INTERFACE, Nominal Capacity: 250 Kl , Dia= 8.0M Height=8.0M | Item265 | 1 | LS |
| 273 | 273 | COOLING WATER SYSTEM - CONE ROOF TANKS WITH ALUMINIUM INTERNAL FLOATING ROOF \n1. Design, detail engineering including sizing calculations , supply of all material such as steel structurals, pipes, pipe fittings, flanges,valves, gaskets, U-clamps, half couplings, spray nozzle etc. at site for fabrication of cooling water ring mains for each of the product storage tank including internal coating of pipe, supply & fabrication of riser pipes of required size as stipulated in technical specifications , extending cooling water ring main on to the roof for cone roof tanks including supply & installation of sprinklers as per approved design,\n2. Fabrication and erection of risers pipes of required size (6"/8" NB) with minimum two(2) nos. of riser pipes, cooling ring mains of required size(3"/4" NB) and minimum 3 numbers of cooling ring mains for each tank as stipulated in technical specifications for each tank at the required /indicated elevations by cold bending, Fabrication & erection of support brackets, structurals and U clamps for ring mains and riser pipes, erection of ring mains and riser pipes on the bracket and fixing including supply & installation of bends, tees,strainers, flanges, blanks etc. puncturing and welding threaded half coupling on the ring mains and locating as per the drawing. Tap off connection to the Riser pipes from main Fire Water Network shall be in diagonally opposite direction and shall be mutually exclusive in operation. For pipes upto 6"diameter, single random length is allowed and for pipes having diameter more than 6", double random length is allowed. Flange connections to be provided at both ends of the pipe to facilitate inspection of internal coating of pipe. Job shall also include providing necessary valve and pipe supports as per requirement envisaged during approval of design and drawings.\n3. Installation of spray nozzles and connecting it to cooling ring main through a vertical branch taken out from the top (with a 90° bend) , hydrostatic testing of riser pipes and ring mains, commissioning of the complete cooling water spray system, cleaning and painting the pipe with specified painting system and painting the support structurals inline with tank Shell painting system and completing the work meeting with the drawings, specifications, applicable codes in all respects inclusive of supply of all materials, tools and tackles, labour, manpower & consumables etc., in accordance with the contract specifications and as per the insruction of Engineer - In- Charge/ Site Engineer.\n4.The scope shall include blast cleaning of internal surface of CS pipes conforming to SSPC SP-10, followed by application of High Build Solvent Free Liquid Epoxy with total thickness(DFT) of 700-1000 Microns including all inputs such as materials, labour, consumables etc. \n | |||
| 274 | 274 | INTERNAL FLOATING ROOF TANKS FOR INTERFACE, Nominal Capacity: 250 Kl , Dia= 8.0M Height=8.0M | Item267 | 1 | LS |
| 275 | 275 | FOAM POURER SYSTEM FOR CONE ROOF TANKS WITH ALUMINIUM INTERNAL FLOATING ROOF:\n1. Design, detail engineering including sizing calculations and providing Foam Pourer with Bladder type foam proportioning System. The job includes supplying all items including supply of 4KL above ground foam storage bladder tank made of carbon steel ASTM A 516 Gr.70 to ASME code section VIII, with nylon reinforced buna-N rubber bladder, having water side piping to A106 seamless steel pipe sch.40 pipe, unit with 2 nos. water type ratio controller of 150NB size , pressure guage , SS control valve, sight glass with bladder tank foam filling kit consisting of water drain pipe etc. .\n2. Foam tanks of the adjacent storage tanks interconnected with each other and placed in common foam shed outside tanks dyke area (as per detailed technical specification), construction of foam shed(s) , providing support structure(s) for piping , tanks etc. , all necessary platforms, foundations, supply of stainless steel(SS-304/SS-316) pipes of required size for handling foam concentrates, CS foam ring mains around the tank, CS riser pipes, foam pourers in adequate numbers as per OISD -117, latest edition and fabrication, erection & testing of the system including supply of all necessary pipe fittings, ball valves with SS internals, NRV, strainer, flanges, valves ,instruments instantaneous foam couplings of stainless steel for taking foam from external foam tender etc., as per the contract specifications & detailed drawings. Job also includes supplying and laying CS pipes of required size with internal coating from the tanks for connecting it with the foam ring mains at min 2 places including providing pipe supports at all the necessary places, wherever required. Taking tap-off connection from the nearby fire water network for water supply as per approved drawing. \n3. Hydrostatic testing of piping ,foam operation testing facility with bypass valve (ball valve with SS internals) arrangement and platform, cleaning and painting the CS pipe with specified painting system and painting the support structurals inline with tank Shell painting system and completing the work meeting with the drawings, specifications, applicable codes in all respects inclusive of supply of all materials, tools and tackles, labour, manpower & consumables etc., in accordance with the contract specifications and as per the instructions of Engineer - In- Charge/ Site Engineer.\n4. For pipes upto 6"diameter, single random length is allowed and for pipes having diameter more than 6", double random length is allowed. Flange connections to be provided at both ends of the pipe to facilitate inspection of internal coating of pipe.\n5. The scope shall also include blast cleaning of internal surface of CS pipes conforming to SSPC SP-10, followed by application of High Build Solvent Free Liquid Epoxy with total thickness(DFT) of 700-1000 Microns including all inputs such as materials, labour, consumables etc.\n\n(Note: Supply of AFFF compound for satifactory performnace testing/trial run & commissioning and initial fill of the foam in bladder tank is in the contractor's scope under this SOR item. 3 % concentrate foam solution has been considered). | |||
| 276 | 276 | INTERNAL FLOATING ROOF TANKS FOR INTERFACE, Nominal Capacity: 250 Kl , Dia= 8.0M Height=8.0M | Item269 | 1 | LS |
| 277 | 277 | Supply and Erection of Structural Steel:\nSupplying at site, steel structural items such as steel plates, bars, chequered plates, angles, beams channels, commercial quality heavy pipes, C.I. Rollers, bolts & nuts, washers, grouting bolts, padding plates etc., fabrication and erection of saddle supports and other type of supports for pipes manifolds and valves, fabrication and erection of platforms walkways, stairways etc., sand blast/ power brush cleaning, priming and painting the finished structures including supply of all other inputs such as labour, materials, consumable etc. necessary to perform and complete the work in all respect, in accordance with drawings, specifications and instructions of the Site Engineer / EIC.\n | Item270 | 4 | MT |
| 278 | 278 | Painting:\nCleaning exposed steel surfaces of piping, 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. priming with one coat of primer and painting the surfaces with two coats as per specification, with approved materials, paints, brushes, labour, equipment etc. and completing the job in all respects as per specification and instructions of the Site Engineer / EIC | |||
| 279 | 279 | Inorganic Zinc Silicate | Item272 | 300 | SQM |
| 280 | 280 | High Build Epoxy | Item273 | 300 | SQM |
| 281 | 281 | Isocynate Aliphatic Polyurethane | Item274 | 300 | SQM |
| 282 | 282 | PU /liquid epoxy Coating of under ground piping/tank : \nCleaning exposed steel surfaces of piping, 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 polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials, labour, equipment etc. and completing the job in all respects as per specification and instructions of the Site Engineer / EIC.\n | |||
| 283 | 283 | Polyurethane Coating(PU)/ Liquid Epoxy Coating | Item276 | 200 | M2 |
| 284 | 284 | Supplying and providing non-shrinkable cement grout (Shrinkkomp 20/ Conbextra GP-2 or any other equivalent approved brand) for grouting holding down bolts in pocket holes for equipment foundation, including necessary surface preparation mixing of grout, curing as per manufacturer's recommendation/ specification and direction of the Site Engineer. Note: This item shall be operated under specific instruction of Engineer-in-Charge. | Item277 | 100 | kg |
| 285 | 285 | SERVICES ITEMS | |||
| 286 | 286 | Equipment Installation | |||
| 287 | 287 | Installation of Rotary Equipments : \nTaking delivery of pumps having electrical motor, horizontal centrifugal pump (to be mounted on a common base plate), Local control panel and other auxiliaries and accessories, grouting materials etc from designated storage location within the station premises, checking, cleaning, chipping and preparing the top of foundation/structural and cleaning of pockets for erection, shifting and placing the equipments in the pre-constructed foundation/structure/supports at all level and heights, carrying out levelling and grouting, aligning the equipment, assembling together of all sub-assemblies, auxiliaries, mountings, fittings, interconnecting piping etc., providing assistance for carrying out trial run of motor on no load, coupling the electrical motor with the pump, making final alignment, checking and testing of the complete pumping unit and completing the work in all respects in accordance with the drawings, manufacturer's installation instructions, technical specifications and as per the instruction of the Site Engineer / EIC.\nNote:\n1. The auxiliaries and mountings shall include but not limited to internal pipe works etc.\n2. Electrical & Instrumentation connections are not included in this item.\n3. Weight of equipment is indicative only, Payment shall be done based on actual weight of equipment. \n4. Grouting material shall be supplied by owner. | |||
| 288 | 288 | Transfer Pump -01 no. | Item281 | 4 | TON |
| 289 | 289 | Above Ground Equipments Installation:\nTaking delivery of equipments, shifting/transporting within station premises to facilitate for erection, assembly of parts / sub-assemblies; checking, cleaning, chipping and preparing the top of foundation and cleaning of pockets for erection, placing on pre-constructed foundations/structures at all level and heights , assembling together all sub-assemblies & interrnels, levelling, alignment, grouting, cleaning and flushing by water, draining, checking, testing, dressing and making good of the foundation/structural and completing the work in all respects in accordance with the relevant drawings, manufacturer's installation instruction, specifications and instructions of Site Engineer / EIC.\nNote: 1. Weight of equipment is indicative only, Payment shall be done based on actual weight of equipment. 2. Grouting shall be paid as per respective SOR item when using SHRINKOMP or equivalent. For cost of grouting using ordinary grouting, including supply of materials shall be included in the unit rates of erection of equipments, machinery etc. without any extra cost to Owner. 3. CBD Drum is an underground vessel and proper anchoring of the vessel with the foundation is included in the scope. | |||
| 290 | 290 | Basket Strainer-16"x16"-150# (Approx Weight = 1.5 MT x 2Nos. =3MT) | Item283 | 3 | TON |
| 291 | 291 | Y-type strainer-6"x6"-150# (Approx Weight = 0.2 MT) | Item284 | 0.2 | TON |
| 292 | 292 | Above ground Piping:\nTaking delivery & transporting of pipes from designated stock pile location /Designated godown 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 at all elevations 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\n | |||
| 293 | 293 | 16" OD x 0.375"WT API 5L Pipe | Item286 | 2 | M |
| 294 | 294 | 12.75" OD x 0.375"WT API 5L Pipe | Item287 | 40 | M |
| 295 | 295 | 10.75" OD x 0.365"WT API 5L Pipe | Item288 | 10 | M |
| 296 | 296 | 8.625" OD x 0.322" ASTM A 106 Pipe | Item289 | 40 | M |
| 297 | 297 | 6.625" OD x 0.280" ASTM A 106 Pipe | Item290 | 15 | M |
| 298 | 298 | 4.5" OD x 0.237"WT ASTM A 106 Gr B | Item291 | 5 | M |
| 299 | 299 | 3.5" OD x 0.216"WT ASTM A 106 Gr B | Item292 | 50 | M |
| 300 | 300 | 2.375" OD x 0.218"WT ( Sch. XS) ASTM A 106 Gr B | Item293 | 40 | M |
| 301 | 301 | 1.315" OD x 0.179"WT ( Sch. XS) ASTM A 106 Gr B | Item294 | 15 | M |
| 302 | 302 | Under ground piping for Process piping (with PU/3LPE Coating):\nTaking 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\n\nNote:-\nCharges 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.\n | |||
| 303 | 303 | 12.75" OD x 0.375" WT APL 5L -U/G | Item296 | 30 | M |
| 304 | 304 | 10.75" OD x 0.365" APL 5L -U/G | Item297 | 2 | M |
| 305 | 305 | 8.625" OD x 0.322" ASTM A 106 Pipe | Item298 | 40 | M |
| 306 | 306 | 6.625" OD x 0.280" ASTM A 106 Pipe | Item299 | 2 | M |
| 307 | 307 | 4.5" OD x 0.237"WT ASTM A 106 Gr B | Item300 | 5 | M |
| 308 | 308 | 3.5" OD x 0.216"WT ASTM A 106 Gr B | Item301 | 200 | M |
| 309 | 309 | 2.375" OD x 0.218"WT ASTM A 106 Gr B | Item302 | 80 | M |
| 310 | 310 | 1.315" OD x 0.179"WT ASTM A 106 Gr B | Item303 | 5 | M |
| 311 | 311 | "Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the same to site, installation of the valve, in position by threading, bolting or welding, 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), tightening of gland packing and bonnet flange of valves if required 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." Note : 1. For payment purpose, Wafer type valve shall be considered as Flanged valve. 2. Cost of NDT of weld joint shall be payable under respective SOR. | |||
| 312 | 312 | MOV (Gate /BALL/PLUG Valve) / ROSOV | |||
| 313 | 313 | 12"-150#,API 6D MOV/ ROSOV GATE/BALL Valve, F/F, A/G | Item306 | 5 | EA |
| 314 | 314 | 10"-150#,API 6D MOV/ ROSOV GATE/BALL Valve, F/F, A/G | Item307 | 3 | EA |
| 315 | 315 | 8"-150#,API 6D MOV/ ROSOV GATE/BALL Valve, F/F, A/G | Item308 | 3 | EA |
| 316 | 316 | 6" ANSI 150 MOV F/F API 6D Gate Valve | Item309 | 3 | EA |
| 317 | 317 | 4"-150#,API 6D MOV/ ROSOV GATE/BALL Valve, F/F, A/G | Item310 | 1 | EA |
| 318 | 318 | FCV/PCV | |||
| 319 | 319 | 12" x ANSI 900# / 600# F/F Control Valve (PCV/FCV) | Item312 | 1 | EA |
| 320 | 320 | HOV (CHECK VALVE) | |||
| 321 | 321 | 8"x ANSI 150# F/F API 6D Swing Check Valve | Item314 | 2 | EA |
| 322 | 322 | 6"x ANSI 150# F/F API 6D Swing Check Valve | Item315 | 1 | EA |
| 323 | 323 | 4"x ANSI 150/300 Sr. F/F BS 1868 Swing Check | Item316 | 1 | EA |
| 324 | 324 | 3"x ANSI 150/300 Sr. F/F BS 1868 Swing Check | Item317 | 3 | EA |
| 325 | 325 | 2"x ANSI 150/300 Sr. F/F BS 1868 Swing Check | Item318 | 4 | EA |
| 326 | 326 | HOV (GATE VALVE) | |||
| 327 | 327 | 6"x ANSI 150/300#/600# HOV F/F API 600/API 6D Gate | Item320 | 1 | EA |
| 328 | 328 | 3"x ANSI 150/300# HOV F/F API 600/API 6D Gate | Item321 | 10 | EA |
| 329 | 329 | 2"x ANSI 150/300# HOV F/F API 600/API 6D Gate | Item322 | 10 | EA |
| 330 | 330 | 1"x ANSI 800/1500# Sr. HOV W/W API 602 Gate | Item323 | 10 | EA |
| 331 | 331 | SRV/TRV | |||
| 332 | 332 | 6"x8" Pilot operated Surge Pressure Relief Valve150# F/F | Item325 | 1 | EA |
| 333 | 333 | 3/4" X 1" 150# x150# TRV | Item326 | 6 | EA |
| 334 | 334 | Radiographic Inspection:\nInspection 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.\nNote:\ni) 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.\nii) Radiography not involving full girth weld will be paid at 50% of the rate for full girth weld for the respective size.\niii) For set-on type branch welding, the rate for radiography will be as applicable to the branch pipe size.\niv) Repeat radiography of individual welds due to defective films or repair of welds shall be done at contractor's cost.\nIn case where radiography is not possible:\nv) Verification by utrasonic testing shall be done at contractors cost.\nvi) Magenetic particle inspection as and where required shall be done at Contractors cost. | |||
| 335 | 335 | 16" joints | Item328 | 4 | EA |
| 336 | 336 | 12" joints | Item329 | 18 | EA |
| 337 | 337 | 10" joints | Item330 | 6 | EA |
| 338 | 338 | 8" joints | Item331 | 20 | EA |
| 339 | 339 | 6" joints | Item332 | 2 | EA |
| 340 | 340 | 4" joints | Item333 | 6 | EA |
| 341 | 341 | 3" joints | Item334 | 40 | EA |
| 342 | 342 | 2" joints | Item335 | 15 | EA |
| 343 | 343 | 1" joints | Item336 | 5 | EA |
| 344 | 344 | Hook-up of New Piping with existing process Piping :\n Isolating the section by closing the valve and providing positive isolation with the help of suitable plates / spectacle blind, Draing of the section, water flushing,Cutting of portion of existing piping of required length by Cold cutting machine (to be arraged by contractor)/ Opening of WNRF/SORF/Blind Flange trimming, grinding, beveling the edges, adding spool piece of required length/ Tee of the corresponding pipe size, thickness, adjoining and welding both the pipe ends ,or welding WNRF to pipe and bolting it with spool pipe mating flange 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. \n\nNOTE: \ni) This is a high precision work which is to be executing in minimum time so reduce operation downtime period taking all safety precautions. Before start of work firm planning to be done in consultaion with EIC/ Site Engineer and contractor should mobile all required resources before start of work. \nii) The job also include evacuation of product from the piping section after isolating the section and flushing with water and its disposal.\niii) Prior to start of work Party to prepare the complete scheme of hook up job and submit it to EIC/Site Engineer for approval and should carry out the job as per approved procedure. | |||
| 345 | 345 | 12.75" OD x 0.375"WT API 5L Pipe | Item338 | 3 | EA |
| 346 | 346 | 8.625" OD x 0.322" ASTM A 106 Pipe | Item339 | 1 | EA |
| 347 | 347 | 6.625" OD x 0.280" ASTM A 106 Pipe | Item340 | 1 | EA |
| 348 | 348 | 4.5" OD x 0.237"WT ASTM A 106 Gr B | Item341 | 1 | EA |
| 349 | 349 | 3.5" OD x 0.216" WT ASTM A 106/ASTM A 5 | Item342 | 1 | EA |
| 350 | 350 | Piping Modification:\nCarrying out modification in already fabricated and/ or erected pipe due to change in drawing or as required by site condition, taking delivery of pipe, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, cutting of pipe and / or weld joint , edge preparation, bending, 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. (Item is to be operated upon approval of SIte Enginner, Item covers only modification / rework jobs.)\n | |||
| 351 | 351 | Pipe size up to 2 inch NB | Item344 | 6 | ID |
| 352 | 352 | Pipe size 3 inch NB to 6 Inch NB | Item345 | 12 | ID |
| 353 | 353 | Pipe size 8 inch NB and above | Item346 | 24 | ID |
| 354 | 354 | Dismantling of Piping (Aboveground) and equipments:\nDismantling of existing over ground piping works including manifolds of all types and sizesby opening flange joints or by gas cutting/ cold cutting or any other approved suitable means without damaging other portions of work. The job includes cutting the pipes to required sizes as directed, taking out valves, flanges, tees, bends, gaskets nuts, bolts etc. attached supports alongwith any instruments such as pressure gauge, temperature gauge etc. handling, transporting and storing at owner's designated store in safe manner to avoid damage including supply of all labour, materials, equipments, consumables etc. necessary to perform and complete the work in all respects as per drawings, instructions of the Site Engineer / EIC (payment shall be made on linear measurement of dismantled piping including bends tees etc.).\n\nNote : The contractor shall indicate the piping system to be dismantled and shall take specific approval from the Site engineer before dismantling of pipe. Certain redundant pipes which in the opinion of the Owner need not be retrieived, those items shall not be dismantelled. | Item347 | 2 | MT |
| 355 | 355 | Dismantling of Piping (Underground):\nDismantling the existing under ground piping, locating, retrieving including excavating the proper trenches by cutting the pipes without damaging other portions of work. The job includes cutting the pipes to required sizes as directed, taking out valves, flanges, tees, bends, gaskets, nuts, bolts etc., handling, transporting and storing at owner's designated store in safe manner to avoid damage including supply of all labour, materials, equipment consumables etc. necessary to perform and complete the work in all respects as per drawing, instructions of the Site Engineer / EIC. (Payment shall be made on the linear measurement of dismantled piping including bend, tees, reducers etc.).\n\nNote : The contractor shall indicate the piping system to be dismantled and shall take specific approval from the Site engineer before dismantling of pipe.Certain redundant pipes which in the opinion of the Owner need not be retrieived, those items shall not be dismantled. | Item348 | 0.5 | MT |
| 356 | 356 | Dismantling of Structures:\nDismantling by opening joints or by gas cutting/ cold cutting (wherever required as per site condition) of existing piping & steel structural such as support for pipes, pipe fittings, valves, plate forms, walkways, stairways etc. including excavation work wherever required handling, loading into truck for purpose of weighing, shifting to the designated location within the pump station premises and handing over, completing the work in all respect as per drawings, instruction of the Site Engineer / EIC | Item349 | 1 | MT |
| 357 | 357 | Temporary Barricading:\nProviding Temporary Barricading made of GI/ steel sheet with angle iron frame (40x40x6) in panels of 1.5 to 2.0m including lateral/ vertical angle bracing/ steel beam at bottom for stability, earth filling up to 300mm height above ground level, maintaining the barricading during construction at site, removing the same and clearing site after construction complete in all respects as per instructions of Site Engineer. | Item350 | 20 | sqm |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
