Indian Oil Corporation Limited-IOCL has published Wbso Engg Paving Of Peripheral Road Around Tank Farm D Of Transmix Tank At Siliguri Terminal Under Wbso. Wbso Engg Paving Of Peripheral Road Around Tank Farm D Of Transmix Tank At Siliguri Terminal Under Wbso.. Submission Date for this Tender is 25-10-2021. Road Work Tenders in Siliguri Terminal, PO-Bhaktinagar, Dist-Jalpaiguri West Bengal. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | 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 taking out and disposal of excavated earth within site and lift upto 1.5 m, disposed soil to be levelled and neatly dressed as directed by Engineer-in-charge. Extra for levelling & neatly dressing of disposed soil completely to be paid separately |
| 2 | Clearing grass and removal of the rubbish outside site premises and at an unobjectionable place. |
| 3 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees & saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish outside the site and to an unobjectionable place. |
| 4 | Extra for levelling & neatly dressing of disposed soil completely as directed by engineer in charge |
| 5 | All kinds of soil(Excavation) |
| 6 | Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil |
| 7 | Supplying and filling in plinth with sand within specified grading zone of fine aggregates specified in table 3.1, clause 3.1.3 of attached specifications under floors, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming including watering, consolidating and dressing complete.Local Fine Sand within grading zone IV |
| 8 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, within premises and lift upto 1.5m |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 10 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 11 | iv) Lintels, beams plinth beams,girders bressumers and cantilevers |
| 12 | ii) Walls (anythickness) including attached pilasters, buttress, plinth and string courses etc. |
| 13 | Demolishing C.C./R.C.C.work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a leadof1000 m,stackingserviceableandunserviceable material separately includingcutting reinforcement bars. |
| 14 | Demolishing brick work manually/mechanical means including stacking of serviceable material & disposal of unserviceable material outside premises at an unobjectionable place as / direction of Engg-in-charge |
| 15 | i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand)IN FOUNDATION AND PLINTH |
| 16 | Providing and laying cement plaster on surfaces with fine sand including curing etc. |
| 17 | i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) |
| 18 | i) 6mm thick plaster of mix 1:3 (1 cement: 3 fine sand) |
| 19 | Finishing walls with Acrylic Smooth exterior paint of required shade (2 or more coat applied @ 1.67 ltr/10 sqm over & including priming coat of exterior Primer applied @ 2.20kg/10 sqm) |
| 20 | Finishing with Epoxy paint, 2 or more coats at all locations on steel work prepared & applied as per manufacturer"s specifications including appropriate priming coat,preparation of surface, etc. |
| 21 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 22 | v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) |
| 23 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 24 | Carriage charge for disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, stacking, unloading to approved municipal dumping ground/unobjectionable place as/direction of Engg- in-Charge beyond IOCL Premises for all leads and including all lifts (v) Distance > 10 km< 20 km) |
| 25 | Dismantling Steel work in built up sections in angles, tees, flats channels etc. including all gusset plates, bolts nuts, cutting rivets welding etc. including dismembering and stacking within premises |
| 26 | Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: |
| 27 | CABLE BRICK DUCT Providing & constructing underground brick duct 650mm below GL for laying of 3 cables of max. diameter 70mm, complete with supply and laying of sand, bricks & including Excavation and backfilling in all kind of soils |
| 28 | i) 450 mm (24 Bricks & 0.0494 cum per Mtr) |
| 29 | Providing & Laying Reinforcedcementconcreteworkinwalls (Any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level UP TO FLOOR V LEVEL excluding cost of centering, shuttering, finishing and reinforcement : |
| 30 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 31 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 32 | i) RCC 1 Cement :1 Coarse Sand: 2 Graded Stone Aggregate 20mm |
| 33 | Providing Neat cement punning |
| 34 | Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete |
| 35 | Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mixer plant at Optimum Moisture Content, carriage of mixed material by tippers to work site, for all lead and lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface & compacting with vibratory power roller to achieve the desired density, complete as per specification & direction of Engineer-in-charge. |
| 36 | ii) With material confirming to grade-II (size 53 mm to .075 mm) having CBR value -25,Thickness as desired |
| 37 | Supply and laying of water bound macadam in layers, each of 75 mm thick (consolidated) with 63 mm to 45 mm stone aggregate. Each layer shall be consolidated by power roller after watering, spreading chippings of stone and murrum complete as per specifications. Item includes supply of murrum 6 mm thick, watering and rolling with power roller complete with preparation of surface. Rate per Layer |
| 38 | Supply and laying of water bound macadam of 100 mm consolidated thickness for subbase with 90 to 45 mm stone aggregate,11.2mm size screenings, chippings of stone and murrum spreading, watering and consolidating in camber with power roller complete as/specifications. |
| 39 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete |
| 40 | Providing & laying factory made reflective type Lacquered finish Grey / coloured pre-cast cement concrete, interlocking paver block of specified grade made by block making machine wih vibratory compaction & of approved size and design / shape, shade and manufacturers and as per IOCL"s specifications. The paver blocks shall have peripheral chamfer, with average crushing strength as per IS 15658, maximum water absorption of 2% after 10 minutes and 5% after 24 hrs. as per BS 1881, maximum dimensional deviations of +/- 2mm on length @ width and +/- 3 mm on thickness. The job includes supplying and laying a layer of 50 mm thick clean coarse sand on thoroughly compacted sub-base below the paver blocks, cutting the paver blocks wherever required with hydraulic splitter, filling in the joints at the edges of paver blocks with sand, compacting with machine vibrator to required line and level, etc. complete. (Payment for provision of edge restraints shall be made separately) |
| 41 | ii) M40 grade 80 mm thick reflective type Lacquered finish |
| 42 | Taking out existing CC interlocking paver blocks from footpath central verge, including removal of rubbish etc., disposal of unserviceable material out of site at unobjectionable place and stacking serviceable material within premises as per direction of Engineer - in-Charge |
| 43 | Laying Corporation supplied interlocking paver blocks of any design /shape laid in required line,level,curvature,colour & pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as/ direction of Engineer-in-charge. |
| 44 | Providing and fixing up to floor five level PRECAST CEMENT CONCRETE string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, staircases,etc.including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost ofrequired centering complete |
| 45 | iii) 1:1.5:3( 1 Cement :1.5 Coarse sand: 3 graded stone aggregate20mm nominal size) |
| 46 | PART B: Electrical Works |
| 47 | CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying ofXLPE insulated PVC sheathed aluminium/copper conductor, 1.1 kV grade armoured cable conforming to IS:7098, as per approved make in ground/ trench/surface/pipe, etc. whereever required as per direction of Engineer In-charge. Note: The rate of Installation should be inclusive of Cable clamps, tags Saddles, Consumables etc. Trays/pipes, trenches, fabricated tray supports etc will be covered & paid in Separate Items |
| 48 | iv) 3 Core x 2.5 sq. mm Copper Cable FRLS |
| 49 | x) 3 Core x 6 sq. mm Cu FRLS |
| 50 | Re-laying corporation supplied cable complete as per specification |
| 51 | i) 1.5 sq.mm to 2.5 sq.mm XLPE |
| 52 | ii) 4 sq.mm to 10 sq.mm XLPE / AYFY |
| 53 | FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination(FLP):Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of FLP heavy duty double compression cable glands, Baliga/CEAG-FCG /Flexpro/ FEPL make, crimping lugs and allied jointing materials, etc. all complete as per specification & direction of Engineer In-charge. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used. |
| 54 | vii) 3 Core x 2.5 sq. mm |
| 55 | ix) 3 Core x 6 sq. mm |
| 56 | CABLE JOINTING Cable Jointing : Providing straight through joint of following 1.1 KV grade XLPE insulated armoured cable with M-Seal make jointing kit, and other jointing material, etc. all complete including supply of all materials as per specification & direction of Engineer In-charge. |
| 57 | vii) 3 Core x 2.5 sq. mm |
| 58 | ix) 3 Core x 6 sq. mm |
| 59 | Providingand laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen |
| 60 | Supplying, fabricating and installing following sizes of perforated GI cable trays including horizontal and vertical bends, reducers, tees, cross members and other accessories as required and duly suspended from the ceiling and/or fix to steel/RCC columns, beams or any other structure members with MS suspenders, angles, channels, etc complete as per the direction of IndianOil |
| 61 | iii) 200mm x 25mm x 2mm |
| 62 | Supplying, fabricating and installing following sizes of perforated GI cable trays including horizontal and vertical bends, reducers, tees, cross members and other accessories as required and duly suspended from the ceiling and/or fix to steel/RCC columns, beams or any other structure members with MS suspenders, angles, channels, etc complete as per the direction of IndianOil |
| 63 | ii) 200mm x 50mm x 2mm |
| 64 | v) 600mm x 50mm x 2mm |
| 65 | Providing, fixing, testing and commissioning of FLPjunction box of approved make for cable connection/ jointing. |
| 66 | i) For cables 2.5 to 4 sqmm XLPE / AYFY |
| 67 | ii) For cables 6sqmmXLPE / AYFY |
| 68 | DISMANTLING Dismantling of following electrical fittings / fixtures with all leads and lifts. |
| 69 | i) Electrical cables of all sizes from under / above ground position |
| 70 | ii) DPS board all types with/ without stand |
| 71 | ii) Providing earthing with 80 mm dia,3.0 M long GI (Heavy duty) perforated pipe as per IS:3043 (with latest ammendment) including providing suitable earth bus for interconnection, providing a mixture of salt & charcoal, making earth pit chamber with chequered plate cover as per standard Drwng.etc. all complete as per specif. & direction of Engineer-In-charge |
| 72 | Supply & drawing/laying, jointing, connecting, testing and commissioning ofearth strip/copper strip/GI wire for earthing and lightning protection under or aboveground complete as per specification for the following : |
| 73 | iii) 50 x 6 mm G.I. Strip |
| 74 | PART C : Items Referred from M&I SOR (Mechancial Works) |
| 75 | Dismantling & Stacking of CI/GI/MS/SS Pipe (of any specification) anywhere inside of IOC location |
| 76 | 300 mm dia Pipe |
| 77 | 200 mm dia pipe |
| 78 | 150 mm dia pipe |
| 79 | 100 mm dia pipe |
| 80 | 80 mm dia pipe |
| 81 | 65 mm dia pipe |
| 82 | DISMANTLINGofROSOV / DBBV / MOV / GOGV / PLUGVALVE / CS GATE VALVE /QUARTER TURN VALVE / BALL VALVE/ Butterfly valves of the following sizes on the pipeline including shifting/stacking the same inside premises. |
| 83 | 300 mm dia |
| 84 | 200 mm dia |
| 85 | 150 mm dia |
| 86 | 100 mm dia |
| 87 | 80 mm dia pipe |
| 88 | 65 mm dia pipe |
| 89 | LAYING & WELDING OF FIRE HYDRANT PIPELINES (ABOVE GROUND) IN ZONE- B Laying and welding (3 runs minm.) Above Ground Pipelines from supplied MS pipes (pipes to be supplied anywhere within the depot and the contractor shall shift the same to the site of work at no extra cost withall leads and lifts) of the following sizes as described below, including cutting, bevelling and fixing the supplied specials such as elbows, bends, tees, reducers, etc complete and successful hydrotesting the pipeline at a pressure of 10.5 kg/cm2 for a minimum period of 4 Hrs. The job includes Dye Penetration (DP) testing of pipeline joints as per approved QAP. Above ground pipeline to be laid on concrete pedestals (which isto be constructed as per the respective item of this schedule)/ piperacks/ Fire Hydrant pump house & manifolds and Painting the pipeline as per the specifications enclosed including the colour coding as per IOC specifications. (radiography shall not be done for fire hydrant lines & for lines to be used for water services). Note: a.Any repairs to the defective welding shall be made good at no extra cost to IOCL. Re-radiography of repaired joint shall also be at contractor"s cost. b. The rates quoted also to include Painting and colour coding of pipelines as per the standards. c. For the sizes of piping below 150 mm, direct stub connection shall be made on the headers with suitable pad plates and the rate quoted should include the same. Painting Scheme :Application for External painting shall be carried out by means of AIRLESS SPRAY PAINTING SYSTEM only. 1. Surface Preparation as per SA 2½ 2. Primer : P3- Red Oxide Zinc Phosphate Primer -2 Coats (30-35µ each), DFT 60-70µ 3. Finish Coat : F2- Aluminium Finish Paint -2 Coats (15-20µ each), DFT30-40µ Total Min DFT 90µ |
| 90 | 300 mm dia Pipe |
| 91 | 200 mm dia pipe |
| 92 | 150 mm dia pipe |
| 93 | LAYING & WELDING OF FIRE HYDRANT PIPELINES (UNDER GROUND) IN ZONE- A and ZONE- Bwith Wrapping / Coating Laying and welding (3 runs min.) under ground/ below ground pipelines from supplied MS pipes (pipes to be supplied anywhere within the depot and the contractor shall shift the same to the site of work at no extra cost withall leads and lifts) of the following sizes as described below, including cutting, bevelling and fixing the supplied specials such as elbows, bends, tees, reducers, etc complete and successful hydrotesting the pipeline at a pressure of 10.5 kg/cm2for a minimum period of 4 Hrs. The job includes Dye Penetration (DP) testing of pipeline joints as per approved QAP. Underground pipelines to be laid at a depth as per site condition/ laying through hume pipes/ culverts & Painting/Coating the same as detailed in the enclosed specifications. ( radiography shall not be done for fire hydrant lines & for lines to be used for water services).Note: a. Civil works for laying of UG hydrant pipeline will be paid separately. b. Wrapping/Coating to be done as per specification given below & detailed specification given in tender document.. c. Any repairs to the defective welding shall be made good at no extra cost to IOCL.i) Surface preparation :Blast cleaning to Sa 2½ ii) Primer :Apply a coat of primer (Coal Tar and solvent based primer) of density 0.90 to 0.95 gm/cm3 and viscosity of 1000-2000 centipoise (Pypkote primer manufactured by IWL or its equivalent) at the rate of 100 gm/sq.m.The primer shall be allowed to dry until the solvent evaporates and the surface becomes tacky. iii) Pypkote AW 4mm tape or equivalent is wound around the pipe in spiral fashion and bonded completely to the primer coated surface of the pipe by thermo fusion process and with recommended overlaps as per manufacturers’ specifications.The overlaps are sealed by the same thermo fusion process.250mm is left uncoated on either end of the pipe to permit installation and welding. |
| 94 | 300 mm dia Pipe |
| 95 | 200 mm dia pipe |
| 96 | 150 mm dia pipe |
| 97 | LAYING & WELDING OF PRODUCT PIPELINE (ABOVE GROUND) IN ZONE- B Laying and welding (3 runs minm.) Above Ground Pipelines from supplied MS pipes (pipes to be supplied anywhere within the depot and the contractor shall shift the same to the site of work at no extra cost withall leads and lifts) of the following sizes as described below, including cutting, bevelling and fixing the supplied specials such as elbows, bends, tees, reducers, etc complete and successful hydrotesting the pipeline at a pressure of 10.5 kg/cm2 for a minimum period of 4 Hrs. The job includes Dye Penetration (DP) testing of pipeline joints as per approved QAP. Above ground pipeline to be laid on concrete pedestals (which isto be constructed as per the respective item of this schedule)/ piperacks/ TLF shed/ pump house and manifolds and Painting the pipeline as per the specifications enclosed including the colour coding as per IOC specifications. Welding of pipeline should conform to Radiography quality. 10% of the joints shall be radiographed and the cost of the same will be paid separately as per respective item, etc. and as directed at site. Note: a.Any repairs to the defective welding shall be made good at no extra cost to IOCL. Re-radiography of repaired joint shall also be at contractor"s cost. b. The rates quoted also to include Painting and colour coding of pipelines as per the standards. c. Painting Scheme :Application for External painting shall be carried out by means of AIRLESS SPRAY PAINTING SYSTEM only. 1. Surface Preparation : as per Sa 2½ 2. Primer : P3- Red Oxide Zinc phosphate Primer-2 Coats (30-35µ each),DFT60-70µ 3. Intermediate Coat : NIL 4. Finish Coat : F2- Aluminium Finish Paint -2 Coats (15-20µ each),DFT30-40µ Total Min DFT 90µ |
| 98 | 300 mm dia Pipe |
| 99 | 200 mm dia pipe |
| 100 | 150 mm dia pipe |
| 101 | 100 mm dia pipe |
| 102 | 80 mm dia pipe |
| 103 | 65 mm dia pipe |
| 104 | LAYING & WELDING OF PRODUCT PIPELINE (UNDER GROUND) IN ZONE A & ZONE B withWrapping / Coating Laying and welding (3 runs min.) under ground/ below ground pipelines from supplied MS pipes (pipes to be supplied anywhere within the depot and the contractor shall shift the same to the site of work at no extra cost withall leads and lifts) of the following sizes as described below, including cutting, bevelling and fixing the supplied specials such as elbows, bends, tees, reducers, etc complete and successful hydrotesting the pipeline at a pressure of 10.5 kg/cm2for a minimum period of 4 Hrs. The job includes Dye Penetration (DP) testing of pipeline joints as per approved QAP. Underground pipelines to be laid at a depth as per site condition/ laying through hume pipes/ culverts & Painting/Coating the same as detailed in the enclosed specifications. Welding of pipeline should conform to Radiography quality. 10% of the joints shall be radiographed and the cost of the same will be paid separately as per respective item, etc. and as directed at site. Note:a. Any repairs to the defective welding shall be made good at no extra cost to IOCL. Re-radiography of repaired joint shall also be at contractor"s cost.b. Civil works for laying of UG pipeline laying will be paid separately. c. Wrapping/Coating to be done as per specification given below & detailed specification given in tender document. i) Surface preparation :Blast cleaning to Sa 2½ ii) Primer :Apply a coat of primer (Coal Tar and solvent based primer) of density 0.90 to 0.95 gm/cm3 and viscosity of 1000-2000 centipoise (Pypkote primer manufactured by IWL or its equivalent) at the rate of 100 gm/sq.m.The primer shall be allowed to dry until the solvent evaporates and the surface becomes tacky. iii) Pypkote AW 4mm tape or equivalent is wound around the pipe in spiral fashion and bonded completely to the primer coated surface of the pipe by thermo fusion process and with recommended overlaps as per manufacturers’ specifications.The overlaps are sealed by the same thermo fusion process.250mm is left uncoated on either end of the pipe to permit installation and welding - these to be wrapped / coated after welding of pipe joint. |
| 105 | 300 mm dia Pipe |
| 106 | 200 mm dia pipe |
| 107 | 150 mm dia pipe |
| 108 | 100 mm dia pipe |
| 109 | 80 mm dia pipe |
| 110 | 65 mm dia pipe |
| 111 | Cold Cutting of Pipe Lines where presense of flammable gases are possible, by Hacksaw, water jet or other acceptable method, maintaining all safety procedures,as per technical specifications, standards and instructions, etc complete. Note: This item is applicable only for Receiving & Delivery Oil Pipelines from/to terminals & depots where isolation valves close to cutting location is not available.Rate for cold cutting for Each Jointof Pipeline of following sizes : |
| 112 | 300mm dia |
| 113 | 200mm dia |
| 114 | 150mm dia |
| 115 | 100 mm dia pipe |
| 116 | 80 mm dia pipe |
| 117 | 65 mm dia pipe |
| 118 | Provision of Saddle plates for Product & Hydrant Pipelines over pedestals including cutting and fabrication of saddle plates from supplied MS pipes and welding of the same on pipelines under pedestals with minimum 3 run of welding complete as per specifications, drawings and directions of Engineer in charge. |
| 119 | 300 mm dia Pipe |
| 120 | 200 mm dia pipe |
| 121 | 150 mm dia pipe |
| 122 | 100 mm dia pipe |
| 123 | 80 mm dia pipe |
| 124 | 65 mm dia pipe |
| 125 | RE-PAINTING OF PRODUCT PIPELINE / FIRE HYDRANT PIPELINE IN ZONE- B : Painting of External surface including color coding ofMild Steel above ground Pipeline & Fittings such as valves, flanges, etc. as per the attached technical specification and direction of Site Engineer. Item also includes painting of structural surface as per the following painting scheme: i. Surface preparation: St-2 / St-3 ii. Primer: P3- Red Oxide Zinc Phosphate Primer - One Coat,DFT 30-35µ iii. Finish Paint: F2- Aluminium Finish Paint -2 Coats (15-20µ each), DFT 30-40µ Total min DFT60µ The items include supply of paints and other required material, scafolding, labours, tools and tackles, etc. |
| 126 | 300 mm dia Pipe |
| 127 | 200 mm dia pipe |
| 128 | 150 mm dia pipe |
| 129 | 100 mm dia pipe |
| 130 | 80 mm dia pipe |
| 131 | 65 mm dia pipe |
| 132 | Welding of the supplied CS WNRF Flanges on the pipelines with 1 run weld inside and two runs weld outside, etc complete and as per specifications enclosed. BW, WNRF Flange SCH-40 require minimum 3 runs, which is equivalent to 3 runs FW, for SORF Flange. In addition, root weld is to begrinded to sound metal |
| 133 | 300 mm dia |
| 134 | 200 mm dia |
| 135 | 150 mm dia |
| 136 | 100 mm dia |
| 137 | 80 mm dia |
| 138 | 65 mm dia |
| 139 | Making flanged joints between flanges (WNRF/SORF/BLRF) including supplying and fixing 3 mm thick SW SS gaskets with graphite fillers, studs, nuts, bolts of approved make for the following sizes, as per IOCL specifications and site instructions. The flanged joint shall also include providing and fixing multistrand copper wire/flat for bonding of product pipelines including provision of lugs. |
| 140 | 300 mm dia |
| 141 | 200 mm dia |
| 142 | 150 mm dia |
| 143 | 100 mm dia |
| 144 | 80 mm dia |
| 145 | 65 mm dia |
| 146 | Fixing & Installation of the supplied ROSOV / DBBV / MOV / GOGV / PLUGVALVE / CS GATE VALVE /QUARTER TURN VALVE / BALL VALVE of the following sizes on the pipeline including supplying and fixing 3 mm thick SW SS gaskets, studs, nuts, bolts, washers, etc of approved make for the following sizes as per specifications and site instructions. Note: The rate quoted for the above items should include: a. mechanical cleaning/greasing of the valves after erection. b. supplying and painting the valves / fittings, etc. with two coats of P3 (Red Oxide Zinc Phosphate Primer) and two coats of F4 (Synthetic Enamel Finish Paint) of approved colour and shade as per colour coding specifications for fittings on product pipelines / fire hydrant lines. c. Fittings on Ethanol service shall be provided with PTFE gaskets 3mm thk. |
| 147 | 300 mm dia |
| 148 | 200 mm dia |
| 149 | 150 mm dia |
| 150 | 100 mm dia |
| 151 | 80 mm dia |
| 152 | 65 mm dia |
| 153 | Fixing the supplied FH line fittings on the Fire hydrant pipelines including supplying and fixing 3mm thick gaskets/ nuts/ studs and all other materials as per enclosed specifications and as directed at site. Note: The fittings shall be painted with two coats of P3(Red Oxide Zinc Phosphate Primer)and two coats of F4 (Synthetic Enamel Finish Paint) as per specificationof approved colour and shade. The rates quoted should include the same. |
| 154 | Double Hydrant Points with individual control valves |
| 155 | 100 mm Water / Water cum Foam Monitors |
| 156 | 150 mm dia long range Water cum Foam Monitors (500-750 GPM manual HVLR) |
| 157 | Supply of following Slip On FLANGES (SORF) ORWeld Neck type Flanges (WNRF)conforming to ASTM A- 105 Class 150; ANSI B 16.9 |
| 158 | 300 mm dia |
| 159 | 200 mm dia |
| 160 | 150 mm dia |
| 161 | 100 mm dia |
| 162 | 80 mm dia |
| 163 | 65 mm dia |
| 164 | Supply of following Blind Raised Face Flanges (BLRF)conforming to ASTM A- 105 Class 150; ANSI B 16.5 |
| 165 | 300 mm dia |
| 166 | 200 mm dia |
| 167 | 150 mm dia |
| 168 | 100 mm dia |
| 169 | 80 mm dia |
| 170 | 65 mm dia |
| 171 | PIPEFITTINGS : Supplying the following sizes of Elbows/ Tees/ Reducer made of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be as per ASTM A 234 Grade WPB schedule 40 and dimensions as per ASME B 16.5. Note: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing. 90 Deg LRELBOW(1.5D) |
| 172 | 300 mm dia |
| 173 | 200 mm dia |
| 174 | 150 mm dia |
| 175 | 100 mm dia |
| 176 | 80 mm dia |
| 177 | 65 mm dia |
| 178 | PIPEFITTINGS : Supplying the following sizes of Elbows/ Tees/ Reducer made of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be as per ASTM A 234 Grade WPB schedule 40 and dimensions as per ASME B 16.5. Note: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing. 45 Deg LRELBOW(1.5D) |
| 179 | 300 mm dia |
| 180 | 200 mm dia |
| 181 | 150 mm dia |
| 182 | 100 mm dia |
| 183 | 80 mm dia |
| 184 | 65 mm dia |
| 185 | PIPEFITTINGS : Supplying the following sizes of Elbows/ Tees/ Reducer made of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be as per ASTM A 234 Grade WPB schedule 40 and dimensions as per ASME B 16.5. Note: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing. UNEQUALTEE |
| 186 | 300 x 300 x 200 mm |
| 187 | 300 x 300 x 150 mm |
| 188 | 200 x 200 x 150 mm |
| 189 | 200 x 200 x 100 mm |
| 190 | 150 x 150 x 100 mm |
| 191 | 100 x 100 x 80 mm |
| 192 | Supply ofCast Carbon Steel ASTM - A 216, Gr. WCB Double Flanged Gate Valve as per BS : 1414; API-600, Class # 150, with stainless steel rising spindle & internal working parts, flange drilledas per ANSI B16.5 Cl # 150, raised face and hand wheelincluding making flanged joints at both ends with SW SS gaskets, supply & fixing of nuts, bolts, etc. all complete in all respect as perthe direction of engineer-in- charge. |
| 193 | 300 mm dia |
| 194 | 200 mm dia |
| 195 | 150 mm dia |
| 196 | 100 mm dia |
| 197 | 80 mm dia |
| 198 | 65 mm dia |
| 199 | Designing, supplying, fabricating, welding, bolting, riveting, assembling and erecting in position8.0 M high Fire Screen Wall around the tank with GI sheets with cross supports, etc (temporary required local) as per alignment shown by site Engineer, maintaining same till the completion of entire work and dismantling the entire screen wall, carting away the dismantled materials from site, redoing the entire existing surface to the original condition, etc complete.The 8M high Fire Screen Wall including the foundation is to be designed and approved by a ""Licensed Structural Engineer"" and should be suitable for local soil bearing capacity, wind speed, etc. |
| 200 | Erecting temporary Mobile Fire Screen Wall around the place where hot work is carried out using GI sheets or non-flammable asbestos sheets. Payment will be made for total area of sheets provided. The screen needs to be moved from place to place at no extra cost. |
| 201 | Installation of IOCL suppliedRemote Operated High Volume Long Range (HVLR) Water Monitors including the following : (a) Erection of Motors (b) Fixing of Proximity sensors (c) Erection of MOV Gate valve (d) Erection of Remote Control Panel (e) Fixing of Control & Junction Box (f)Laying of power cable from Control Panel to HVLR Motors (g) Laying of Control cable from Remote Control Panel to HVLR Signal Junction Box (h) Laying of Signal cable from Remote Control Panel to HVLR Signal Junction Box (i)Supply and Fixing of cable tray from Remote Control Panel to HVLR Junction Box (j)Glanding & termination of power, control & signal cables (k) Installation of Gaskets & stud, bolts, etc as directed by IOCL or EIC (l)Making the stub connection with necessary reinforcement pad as applicable, (m)Supplied foam container forHVLRM including erecting the same with necessary CC support as per specification and direction of site incharge. (n)Installation of supplied Jet Ratio Control Pump (JRCP) forHVLRM including erecting the same with necessary CC support as per specification and direction of site incharge. Note: a)The job also include the MS fabricated working platform wherever required without any extra cost. b) Power supply distribution for MOV"s and other equipments are taken from single point power supply (provided by client near by Control Room) to desired location shall be in the vendor"s scope 1000 / 2000 / 4000 GPM REMOTE OPERATEDHVLRWATER MONITORS |
| 202 | Installation of supplied Control Panel assembly with necessary canopy of the HVLR Monitor including supply and erecting the same on ISA 65x65x6 including necessary CC support pillars, sheeting, painting as per IOCL specifications & directions of site in charge. |
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