Indian Oil Corporation Limited-IOCL has published Fabrication And Erection Of Product Pipeline And Allied Works Including Internal Painting Of Tanks For Aviation Turbine Fuel ( Atf ) At Barauni Marketing Terminal Under Bihar State Office . . Submission Date for this Tender is 27-10-2020. Pipe Laying Tenders in IOCL Barauni Marketing Terminal Bihar. Bidders can get complete Tender details and download the document.
| Name of Work: Fabrication and Erection of Product Pipeline and allied works Including Internal Painting of Tanks for Aviation Turbine Fuel (ATF) at Barauni Marketing Terminal under Bihar State Office. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Supply (Class-150) CS Ball Valve for product and fire hydrant lines:\nBall Vlv LP RB ISO 17292 CL150 RF Two piece Fltg. Ball Lever Operator A 216 Gr. WCB 13 Cr. Trim RTFE Seat and Seals 125 - 250 Ra Finish Fire safe Per API 607 API 598 Antistatic and Blowout proof | BI01010001010000000000000515BI0100001112 | ||
| 2 | 2 | 100 mm dia | BI01010001010000000000000515BI0100001113 | 2 | EA |
| 3 | 3 | 80 mm dia | BI01010001010000000000000515BI0100001114 | 8 | EA |
| 4 | 4 | Supply (Class-800) CS Gate Valve for pressure relief lines as per enclosed specification\nGate Vlv API 602 CL800 SWE Bltd Bonnet Handwheel Operator A105 Trim 8 to API 600 602 (13% Cr Hard faced Seat) OS&Y Graphite Gland Packing API 598 Solid Wedge | BI01010001010000000000000515BI0100001115 | ||
| 5 | 5 | 25 mm dia | BI01010001010000000000000515BI0100001116 | 4 | EA |
| 6 | 6 | Supply of following Slip On flanges (Weld neck type- WNRF) conforming to ASTM A- 105 Class 150; ANSI B 16.9 | BI01010001010000000000000515BI0100001117 | ||
| 7 | 7 | 300 mm dia | BI01010001010000000000000515BI0100001118 | 20 | EA |
| 8 | 8 | 250 mm dia | BI01010001010000000000000515BI0100001119 | 4 | EA |
| 9 | 9 | 200 mm dia | BI01010001010000000000000515BI0100001120 | 4 | EA |
| 10 | 10 | 100 mm dia | BI01010001010000000000000515BI0100001121 | 6 | EA |
| 11 | 11 | 80 mm dia | BI01010001010000000000000515BI0100001122 | 16 | EA |
| 12 | 12 | PIPE FITTINGS : 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.\nNote: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.\n90 Deg LR elbow (1.5D) | BI01010001010000000000000515BI0100001123 | ||
| 13 | 13 | 300 mm dia | BI01010001010000000000000515BI0100001124 | 20 | EA |
| 14 | 14 | 250 mm dia | BI01010001010000000000000515BI0100001125 | 6 | EA |
| 15 | 15 | 200 mm dia | BI01010001010000000000000515BI0100001126 | 6 | EA |
| 16 | 16 | PIPE FITTINGS : 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.\nNote: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.\n45 Deg LR elbow (1.5D) | BI01010001010000000000000515BI0100001127 | ||
| 17 | 17 | 300 mm dia | BI01010001010000000000000515BI0100001128 | 10 | EA |
| 18 | 18 | PIPE FITTINGS : 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.\nNote: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.\nEqual Tee | BI01010001010000000000000515BI0100001129 | ||
| 19 | 19 | 300 mm dia | BI01010001010000000000000515BI0100001130 | 5 | EA |
| 20 | 20 | 250 mm dia | BI01010001010000000000000515BI0100001131 | 3 | EA |
| 21 | 21 | 200 mm dia | BI01010001010000000000000515BI0100001132 | 3 | EA |
| 22 | 22 | PIPE FITTINGS : 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.\nNote: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.\nUn Equal Tee | BI01010001010000000000000515BI0100001133 | ||
| 23 | 23 | 300 x 300 x 250 mm | BI01010001010000000000000515BI0100001134 | 4 | EA |
| 24 | 24 | 250 x 250 x 200 mm | BI01010001010000000000000515BI0100001135 | 4 | EA |
| 25 | 25 | 250 x 250 x 150 mm | BI01010001010000000000000515BI0100001136 | 2 | EA |
| 26 | 26 | MS PIPE: ASTM SA 106 Gr.B (for pressure relief piping) | BI01010001010000000000000515BI0100001137 | ||
| 27 | 27 | 25mm Dia. ASTM SA 106 Gr.B SCH-80 | BI01010001010000000000000515BI0100001138 | 20 | M |
| 28 | 28 | Supply of Thermal Relief Valves as per specifications Inlet 20 mm X Outlet 25 mm | BI01010001010000000000000515BI0100001139 | 2 | EA |
| 29 | 29 | Supply of Multiple Basket type minimum 3 nos.100 mesh strainers as per specs and drawing for the product pumps.Internal Epicoated,Body, ASTM A-106 Gr. B, Flange Class 150.\nApplication : ATF | BI01010001010000000000000515BI0100001140 | ||
| 30 | 30 | 300 MM dia ( Flow Rate : 5000 Lpm) | BI01010001010000000000000515BI0100001141 | 3 | EA |
| 31 | 31 | Supply of Multiple Basket type minimum 3 nos. 200 mesh strainers as per specs and drawing for the product pumps.Internal Epicoated,Body, ASTM A-106 Gr. B, Flange Class 150.\nApplication : ATF | BI01010001010000000000000515BI0100001142 | ||
| 32 | 32 | 300 MM dia ( Flow Rate : 7200Lpm) | BI01010001010000000000000515BI0100001143 | 1 | EA |
| 33 | 33 | LAYING & WELDING OF PRODUCT PIPELINE (ABOVE GROUND) IN ZONE-B\nLaying and welding (3 runs min.) above 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 with all 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 hydrotesting the pipelines at 10.5 KSC for a minimum period of 4 Hrs. \nThe job includes dye penetration (DP) testing of pipeline joints as per approved QAP.Above ground pipeline to be laid on concrete pedestals (which is to 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 radiograped and the cost of the same will be paid separately as per respective item etc. and as directed at site.\nNote: \na. Any repairs to the defective welding shall be made good at no extra cost. Re radiography of repaired joint shall also be at contractor's cost.\nb. The rates quoted also to include colour coding of pipelines as per Standard.\nThe pipeline is Externally Coated hense Painting is not required.The Following treatment is to be provided at joint.\ni) Apply a coat of primer (Coal Tar and solvent based primer) of density 0.90 to 0.95 gms/cm3 and viscosity of 1000-2000 centipoise (Pypkote primer manufacture by IWL or its equivalent) at the rate of 100 gms/sq.m. The primer shall be allowed to dry until the solvent evaporates and the surface becomes tacky.\nii) Pypkote AW 4mm tape 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.\n | BI01010001010000000000000515BI0100001144 | ||
| 34 | 34 | 300 mm dia Pipe | BI01010001010000000000000515BI0100001145 | 1000 | M |
| 35 | 35 | LAYING & WELDING OF PRODUCT PIPELINE (ABOVE GROUND) IN ZONE-B\nLaying and welding (3 runs min.) above 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 with all 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 hydrotesting the pipelines at 10.5 KSC for a minimum period of 4 Hrs. \nThe job includes dye penetration (DP) testing of pipeline joints as per approved QAP.Above ground pipeline to be laid on concrete pedestals (which is to 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 radiograped and the cost of the same will be paid separately as per respective item etc. and as directed at site.\nNote: \na. Any repairs to the defective welding shall be made good at no extra cost. Re radiography of repaired joint shall also be at contractor's cost.\nb. The rates quoted also to include colour coding of pipelines as per the standards.\nPainting Specification: Application for External/ Internal painting for all product tanks shall be carried out by means of AIRLESS SPRAY PAINTING SYSTEM only.\n1. Surface Preparation as per SA 2½\n2. Primer : P3-Red Oxide Zinc Phosphate Primer : Two Coats: DFT-30-35µ per coat\n3. Finish Coat : F2-Aluminium Finish Paint : Two Coats : DFT-15-20µ per coat\nTotal Min DFT 90µ\n | BI01010001010000000000000515BI0100001146 | ||
| 36 | 36 | 100 mm dia pipe | BI01010001010000000000000515BI0100001147 | 50 | M |
| 37 | 37 | 80 mm dia pipe | BI01010001010000000000000515BI0100001148 | 50 | M |
| 38 | 38 | LAYING & WELDING OF PRODUCT PIPELINE (UNDER GROUND) IN ZONE A & ZONE B\nLaying 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 with all 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 hydrotesting the pipelines at 10.5 KSC for a minimum period of 4 Hrs. \nThe 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 the same as detailed in the enclosed specifications. Welding of pipeline should be 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.\nNote: a. Any repairs to the defective welding shall be made good at no extra cost. 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.\ni) Sand blast to SA 2.5\nii) Apply a coat of primer (Coal Tar and solvent based primer) of density 0.90 to 0.95 gms/cm3 and viscosity of 1000-2000 centipoise (Pypkote primer manufacture by IWL or its equivalent) at the rate of 100 gms/sq.m. The primer shall be allowed to dry until the solvent evaporates and the surface becomes tacky.\niii) Pypkote AW 4mm tape 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. | BI01010001010000000000000515BI0100001149 | ||
| 39 | 39 | 300 mm dia Pipe | BI01010001010000000000000515BI0100001150 | 100 | M |
| 40 | 40 | 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 flange joint shall also include providing and fixing multistrand copper wire/flat for bonding of product pipelines including provision of lugs. | BI01010001010000000000000515BI0100001151 | ||
| 41 | 41 | 300 mm dia | BI01010001010000000000000515BI0100001152 | 15 | EA |
| 42 | 42 | 100 mm dia | BI01010001010000000000000515BI0100001153 | 10 | EA |
| 43 | 43 | Installing the supplied bucket type (200/100 mesh) strainers as per specs and drawing for the product pumps for the following LPM & pipeline sizes:\nNote: The strainers shall be cleaned and painted with 2 coats of P3 primer and 2 coats of F4 finish paint of approved colour and shade etc as per the directions of the site engineer & the rates quoted should include the same.\n | BI01010001010000000000000515BI0100001154 | ||
| 44 | 44 | 300 mm dia (Bucket type) | BI01010001010000000000000515BI0100001155 | 4 | EA |
| 45 | 45 | Dismantling & stacking of CI/GI/MS/SS pipe (of any specification) anywhere inside of IOC location | BI01010001010000000000000515BI0100001156 | ||
| 46 | 46 | 300 mm dia Pipe | BI01010001010000000000000515BI0100001157 | 80 | M |
| 47 | 47 | 250 mm dia pipe | BI01010001010000000000000515BI0100001158 | 80 | M |
| 48 | 48 | 200 mm dia pipe | BI01010001010000000000000515BI0100001159 | 50 | M |
| 49 | 49 | Radiography inspection on product pipe joints of all types and thickness including providing all necessary equipment required to perform the work as per our specification and direction of engineer-in-charge. The radiographs shall be submitted to the engineer in charge at site/ third party inspecting agency. \nNote: Retaking of radiography due to defective welds/ defective films/ defective workmanship etc. will be to contractor's cost. For every failure, radiography has to be done for three additional joints of same dia. at contractor's cost. | BI01010001010000000000000515BI0100001160 | ||
| 50 | 50 | 300 mm dia Pipe | BI01010001010000000000000515BI0100001161 | 25 | EA |
| 51 | 51 | 100 mm dia pipe | BI01010001010000000000000515BI0100001162 | 5 | EA |
| 52 | 52 | Fixing & Installation of the supplied ROSOV / DBBV / MOV / GOGV / PLUG VALVE / CS GATE VALVE / QUARTER TURN VALVE / BALL VALVE of the following sizes on the pipeline including supplying and fixing 3 mm thk SW SS gaskets, studs/nuts etc of approved make for the following sizes as per specifications and site instructions. \nNote: The rate quoted for the above items should include:\na. mechanical cleaning/greasing of the valves after erection.\nb. supplying and painting the valves/ fittings etc. with two coats of P3 primer and two coats of F4 finish paint of approved colour and shade as per colour coding specifications for fittings on product/ fire hydrant lines.\nc. Fittings on ethanol service shall be provided with PTFE gaskets 3mm thk.\n | BI01010001010000000000000515BI0100001163 | ||
| 53 | 53 | 300 mm dia | BI01010001010000000000000515BI0100001164 | 5 | EA |
| 54 | 54 | 250 mm dia | BI01010001010000000000000515BI0100001165 | 2 | EA |
| 55 | 55 | 200 mm dia | BI01010001010000000000000515BI0100001166 | 2 | EA |
| 56 | 56 | 100 mm dia | BI01010001010000000000000515BI0100001167 | 2 | EA |
| 57 | 57 | 80 mm dia | BI01010001010000000000000515BI0100001168 | 8 | EA |
| 58 | 58 | 25 mm dia | BI01010001010000000000000515BI0100001169 | 1 | EA |
| 59 | 59 | INTERNAL PAINTING OF PRODUCT TANKS (FOR ATF TANK): ZONE-A & ZONE-B : FIRST TIME PAINTING & RE-PAINTING\nApplicable for ATF Storage tank: painting area as per IOC specification\nNote : 1. Application for External/ Internal painting for all product tanks shall be carried out by means of AIRLESS SPRAY PAINTING SYSTEM only. 2.The item rates for above should include provision of double staging scaffolding with MS pipes, drawing to be approved by Site-Engineer.\n1. Surface Preparation as per SA 2½\n2. Primer : P2-Polyamide cured Epoxy Zinc Phosphate : Single Coat: DFT-70-75µ\n3. Intermediate Coat : P5-Epoxy Zinc Phosphate : Single Coat: DFT-35-40µ\n4. Finish Coat : F3-Amine adduct cured HB Epoxy Liner : Two coats : DFT-100-125µ per coat\nTotal Min DFT 305µ | BI01010001010000000000000515BI0100001170 | 1800 | M2 |
| 60 | 60 | HYDRO-TESTING OF TANKS: \nCleaning of tank after hydrotest, boxing up of tank after completion of all works & inspection, including supplying and fixing gasket along with bolts & nuts confirming to IS 1363 & 1367 and washers of approved quality . Job includes all Man holes , Nozzles,Inlet /outlet valves, water draw off valves etc. complete & as per instruction at site.\nWater required for the hydro-testing of tank shall be provided by IOCL within terminal premises or paid for separately as per water supply item in this contract. \nWater conveying pipes, water pumps, all material and labour, as required shall be arranged by the contractor Including providing rubber gasket for hydrotesting. However the vendor shall make all neccessary arrangemens to pump the water into tank & to drain out the water also at no extra cost to IOCL.\nThis rate is universally applicable for all tank sizes & capacities. | BI01010001010000000000000515BI0100001171 | 3 | EA |
| 61 | 61 | Installing the supplied thermal relief valves for the product pipeline and fixing the same on the pump discharge lines to TLF including painting the valves and connected piping with 2 coats of P3 primer and 2 coats of F4 finish paint of approved colour and shade as per the directions of site engineer.\nNote: \na. The 20/ 25 mm dia piping connected to the TRVs shall be measured and paid separatey under respective items.\nb. The job also includes providing and fixing 8SWG copper wire for the flange joints of the assembly.\n | BI01010001010000000000000515BI0100001172 | 3 | EA |
| 62 | 62 | Seailing of gap between product pipe in Dyke wall by filling the gap with bituminous sealing compound to make leak proof up to 450 NB dia pipe. | BI01010001010000000000000515BI0100001173 | 3 | EA |
| 63 | 63 | STENCILING AND LETTER WRITING OF NAME & RESPECTIVE CODE NO. ON EQUIPMENTS/MACHINERY/ PIPEING AT ALL HEIGHTS AND SURFACES. | BI01010001010000000000000515BI0100001174 | ||
| 64 | 64 | Complete supply of all the painting materials, transportation of materials to site, storage, providing necessary scaffolding stenciling and Letter writing of name and respective code number in color paint letters/numbers stenciling shall be unbroken. Colour bands and ground colour for colour bands shall be as per codes or as per IOCL’S instructions. The above job shall be done as per directions of IOCL’S. The rate to include all consumable, overheads, labour and materials required for this job. At all heigts and surfaces. | BI01010001010000000000000515BI0100001175 | ||
| 65 | 65 | For Letter Sizes Above 4 inch. | BI01010001010000000000000515BI0100001176 | 50 | M2 |
| 66 | 66 | Supply and laying of the following sizes of SS pipes (ASTM A312 TP304 SCH 40) as per specification including cutting, welding using compatible electrodes (including supply), laying etc. complete. Note: The job includes providing, transporting and welding necessary fittings such as bends/ tees/ flanges etc complete and connection to MS-API grade pipes. | BI01010001010000000000000515BI0100001177 | ||
| 67 | 67 | 25 mm dia | BI01010001010000000000000515BI0100001178 | 25 | M |
| 68 | 68 | Supply of SS elbows, fittings of following sizes | BI01010001010000000000000515BI0100001179 | ||
| 69 | 69 | 90 degree elbow | BI01010001010000000000000515BI0100001180 | ||
| 70 | 70 | 25 mm dia | BI01010001010000000000000515BI0100001181 | 6 | EA |
| 71 | 71 | Supply and fixing of Stainless steel (ASTM A 351 CF8) full port Ball Valve of following sizes having stainless steel 304 ball and PTFE seat, manually hand lever operated conforming to BS: 5351 Class-150. The flange joints of fittings on both sides in product service are also included alongwith providing and fixing 8 SWG copper wire for bonding of piping | BI01010001010000000000000515BI0100001182 | ||
| 72 | 72 | 25 mm dia | BI01010001010000000000000515BI0100001183 | 2 | EA |
| 73 | 73 | fixing of Stainless steel (ASTM A 351 CF8) full port Ball Valve of following sizes | BI01010001010000000000000515BI0100001184 | ||
| 74 | 74 | 25 mm dia | BI01010001010000000000000515BI0100001185 | 2 | EA |
| 75 | 75 | 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 | BI01010001010000000000000515BI0100001186 | ||
| 76 | 76 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm | BI01010001010000000000000515BI0100001187 | 5 | M3 |
| 77 | 77 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels | BI01010001010000000000000515BI0100001188 | ||
| 78 | 78 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 | BI01010001010000000000000515BI0100001189 | 500 | Kg |
| 79 | 79 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | BI01010001010000000000000515BI0100001190 | 20000 | Kg |
| 80 | 80 | 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: | BI01010001010000000000000515BI0100001191 | 2000 | Kg |
| 81 | 81 | 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. | BI01010001010000000000000515BI0100001192 | ||
| 82 | 82 | Local Fine Sand within grading zone IV | BI01010001010000000000000515BI0100001193 | 10 | M3 |
| 83 | 83 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: | BI01010001010000000000000515BI0100001194 | ||
| 84 | 84 | 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) | BI01010001010000000000000515BI0100001195 | 50 | M3 |
| 85 | 85 | 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. | BI01010001010000000000000515BI0100001196 | 100 | M3 |
| 86 | 86 | Centering and shuttering including strutting, propping etc. and removal of form for : | BI01010001010000000000000515BI0100001197 | ||
| 87 | 87 | Foundations,footings,bases of columns, etc. for mass concrete | BI01010001010000000000000515BI0100001198 | 500 | M2 |
| 88 | 88 | Demolishing cement concrete manually/ by mechanical means including disposal of material outside premises at an unobjectionable place as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001199 | ||
| 89 | 89 | i) 1:3:6 or richer mix (i/c equivalent design mix) | BI01010001010000000000000515BI0100001200 | 15 | M3 |
| 90 | 90 | Dismantling manually/by mechanical means including stacking of serviceable material & disposal of unserviceable material outside site at unobjectionable place as per direction of Engineer-in-charge : | BI01010001010000000000000515BI0100001201 | ||
| 91 | 91 | ii) Bituminous road | BI01010001010000000000000515BI0100001202 | 15 | M3 |
| 92 | 92 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth | BI01010001010000000000000515BI0100001203 | ||
| 93 | 93 | i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH | BI01010001010000000000000515BI0100001204 | 5 | M3 |
| 94 | 94 | Providing and laying cement plaster on surfaces with fine sand including curing etc. | BI01010001010000000000000515BI0100001205 | ||
| 95 | 95 | i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) | BI01010001010000000000000515BI0100001206 | 10 | M2 |
| 96 | 96 | Providing & laying Ceramic Glazed floor tiles 300x300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours White, Ivory, Grey, Fume Red Brown, laid on 20mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) jointing with grey cement slurry@ 3.3kg/sqm including pointing the joints with white cement and matching pigments etc. complete. | BI01010001010000000000000515BI0100001207 | 3 | M2 |
| 97 | 97 | Transportation of equipment from one location to another location including enroute all taxes, levies and unloading/loading by a suitable vehicle exclusively for this purpose (In case of tank same shall be loaded by the tank fabrication contractor) | BI01010001010000000000000515BI0100001208 | ||
| 98 | 98 | DBBV- upto 2 nos,0-30 Km | BI01010001010000000000000515BI0100001209 | 1 | LS |
| 99 | 99 | DBBV - upto 2 nos, Add extra for every additional Km above 30km | BI01010001010000000000000515BI0100001210 | 150 | KM |
| 100 | 100 | Transportation including Packing ,Loading ,Unloading and providing facilities such as wooden Beds, Stripers, Belts/Slings etc. of Pipelines lying at Siwan T-Point of IOCL Storage Yard to Barauni Marketing Terminal at Barauni:- 42 nos. Pipelines ( Two nos. Trailers of Size 40 Feet x 8.5 Feet) | BI01010001010000000000000515BI0100001211 | 1 | LS |
| 101 | 101 | Transportation including Packing, Loading, Unloading and providing facilities such as wooden Beds, Stripers, Belts/Slings etc. of Pipelines lying at Patna Storage Point( Near Danapur) of IOCL Storage Yard to Barauni Marketing Terminal at Barauni:- 51 nos. Pipe lines as per attached details. (Two nos. Trailers of Size 40 Feet x 8.5 Feet). | BI01010001010000000000000515BI0100001212 | 1 | LS |
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