|
| 1 | Dismantling Works - The work includes dismantling of exisitng walkway strutures in TLF bays, dismatling of 1 no. of light tower, Additive pump shed, driveway area etc. including all necessary equipments / lifting tools / machines for dismantling at height |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material outside premises at an unobjectionable place as per direction of Engineer-in-charge. |
| 3 | i) 1:3:6 or richer mix (i/c equivalent design mix) |
| 4 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars & disposal of unserviceable material outside site to an unobjectionable place as/ direction of Engineer-in-charge |
| 5 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. |
| 6 | 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 |
| 7 | Dismantling roofing including ridges, hips valleys & gutters, False ceiling of any type and stacking the material within premises, of: |
| 8 | i) G.S. Sheet/ Klippon galvalume sheet/ False ceiling panels |
| 9 | 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 |
| 10 | 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 |
| 11 | Dismantling of the power driven product pumpsets installaed at IOC Premises without causing damage to pumpsets and its accessories. Item includes disconnection of pipeline, removing of electrical cables, foundation bolt, Handling & Placing at suitable place as per instrcutions. Note: The pumpsets shall be kept anywhere within the premises. The cost of foundation dismantling if required shall be measured & paid separately under respective civil items. |
| 12 | XP / XG / NMA Pumps along with associated units |
| 13 | 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 |
| 14 | i) Distance upto 1 km |
| 15 | TLF Works - Raising of Platform for smooth entry of higher capacity TTs for elimination of reverse placement of TT in TLF |
| 16 | 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: |
| 17 | Structural steel work in built up sections/ framed work in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cutting,hoisting,fixing in position & applying a priming coat of approved steel primer etc. as required. |
| 18 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 19 | Designing, supplying, fabricating, welding, bolting, riveting, assembling and erecting in position 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 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. Civil work for foundation is included in the scope of contrctor. After dismantling, dismantled material will be taken away by contractor. |
| 20 | Supplying, providing of safe tubular double (box type) scaffolding as per specification as per IS 2750 & instruction and satisfaction of IOCL. After use, the same shall be dismantled and taken away by the contractor. Payments shall be made for actual area of scaffolding provided based on requirement. Area of scaffolding will be measured on the basis of actual height of scaffolding provided multiplied by actual average length of scaffolding provided. Any civil work for erection of scaffolding is included in the scope of contractor. The payment will be made once irrespective of duration of scaffolding. The scaffolding system shall be stiffened with bracings, runners etc., wherever required for inspection of work at required locations with essential safety features for the workmen as per directions and approval of Engineering-charge. |
| 21 | Additional safety precautions- wirenet : Additional safety precautions for work: Providing & fixing safety wirenet with required fixing arrangement under the roof structure for the safety of workers. Wire net to be designed to withstand min. 2 working person impact load. After completion of work wirenet to be removed & taken out by contractor. |
| 22 | New TLF Driveway Works - In the extended area after removal of exisitng Cable bridge and Product pipeline corridor, JBs, Additive pump units etc. and culvert |
| 23 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 |
| 24 | i) All kinds of Soil |
| 25 | 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 |
| 26 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth within premises |
| 27 | 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. |
| 28 | ii) With material confirming to grade-II (size 53 mm to .075 mm) having CBR value -25,Thickness as desired |
| 29 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to .075 mm) to wet mix macadam (WMM) specifications including premixing the material with water at OMC for all leads and lifts, laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 ton capacity to achieve the desired density, complete as per specifications & directions of Engineer-in- charge |
| 30 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer?in- charge. |
| 31 | Supply & laying of separation membrane (LDPE) of 150 micron thickness to be laid between Dry Lean Concrete and Pavement Cement Concrete. |
| 32 | Providing & laying design mix cement concrete of M-30 grade, in roads/ driveways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as/approved & specified design criteria,providing dowel bars with sleeve/ tie bars wherever reqd,laying at site,spreading & compacting,mechanically by using needle & surface vibrators, vacuum dewatering, leveling to required slope /camber finishing with required texture, including steel form work with sturdy MS.channel sections, curing, making provision for contraction/expansion, construction and longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants,complete all as/direction of Engineer- in-Charge (Item of Joint fillers, sealants, Dowel bar with sleeve / tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable. |
| 33 | i) Cement concrete prepared with batch mixing machine |
| 34 | Providing contraction joints of 10 mm wide and 25mm deep groove cutting and filled with polysulphide sealant and primer of all complete and as per drawing, specification and direction of Engineer-in-charge. |
| 35 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 36 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 37 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 38 | i) Foundations,footings,bases of column |
| 39 | Supply & Fixing of Spring stand post road divider |
| 40 | Providing and applying 2.5 mm thick road marking strips (retro?reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordancewith applicable specifications. The item is inclusive of the primer, if required, for application on either Concrete or Bituminous Road. |
| 41 | Pipeline Works - Re routing of TLF header pipeline from above ground to underground for extension of TLF driveway for smooth movement of TT |
| 42 | LAYING & WELDING OF PRODUCT PIPELINE (UNDER GROUND) IN ZONE B with 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 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 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. 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. |
| 43 | 150 mm dia pipe |
| 44 | 200 mm dia pipe |
| 45 | 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. Note: Retaking of radiography due to defective welds/ defective films/ defective workmanship, etc. will be at contractor's cost. For every failure, radiography has to be done for three additional joints of same dia. at contractor's cost. |
| 46 | 150 mm dia pipe |
| 47 | 100 mm dia pipe |
| 48 | DISMANTLING WORKS: Dismantling of existing CI/GI/MS/SS pipeline (of any specification) (above ground/ underground) by cold cutting machine / gas cutting including degassing with water as required, dismantling the existing brick masonry/ concrete pedestal including required excavation for U/G pipeline,etc complete as per given IOCL specification and instruction of IOCL including shifting and staking the material within premises. Note: a) Necessary earthwork excavation, if required, shall be part of dismantling works. b) The dismantled pipes, valves & flanges shall be handed over to the safe custody of the Corporation. |
| 49 | 200 mm dia pipe |
| 50 | 150 mm dia pipe |
| 51 | Supply of MS pipe, ASME B36.10, API- 5L Grade-B, BE, ERW Pipeline as per specification and direction of IOCL for product service. The item to be executed with prior approval from Engineering Department. |
| 52 | 150 mm NB, Wall Thickness 6.35 |
| 53 | 200mm NB, Wall Thickness 6.35 |
| 54 | Dismantling & removing-existing equipments: Dismantling and removing the existing CS GATE/ ROSOV/ DBBV/ MOV/ GOV/ NRV/ BALL/ BUTTERFLY/ STRAINERS/ PD METER/AIR ELIMINATOR/ TRV/ PRV/ ARV/Orifice Plate etc. valves of the followings sizes without any damage including removing cable termination wherever required, removing the bolts/nuts/washers, providing proper supports to adjacent pipeline, stacking the same, all leads & lifts etc., complete in all respects as per instructions at site. |
| 55 | 200 mm dia |
| 56 | 150 mm dia |
| 57 | Welding of the supplied WNRF/SORF flanges of the following sizes on the pipelines including setting, positioning, setting, welding with min. three runs outside and one run inside (SORF), all leads & lifts etc., complete as per specifications and instructions at site.,, |
| 58 | 200 mm dia |
| 59 | 150 mm dia |
| 60 | 50 mm dia |
| 61 | 40 mm dia |
| 62 | 25 mm dia |
| 63 | Making flanged joints-non metalic gaskets: Making flanged joints between flanges slip on and blind flange including supplying and fixing 3 mm thick non metallic gaskets, 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 copper strip (3mm thick, 35 mm to 50 mm wide strip) for bonding of product pipelines including provision of lugs.,, |
| 64 | 150 mm dia |
| 65 | 200 mm dia |
| 66 | 25 mm dia |
| 67 | 40 mm dia |
| 68 | 50 mm dia |
| 69 | Fixing & Installation of the supplied ROSOV / DBBV / MOV / GOGV / PLUG VALVE / CS GATE VALVE / QUARTER TURN VALVE / BALL VALVE /STRAINERS/ PD METER/AIR ELIMINATOR/ TRV/ PRV/ ARV/Orifice Plate etc. 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. Note: The rate quoted for the above items should include: a. mechanical cleaning/greasing of the valves after erection. b. Painitng with approved make and colour 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. c. Fittings on ethanol service shall be provided with PTFE gaskets 3mm thk. d. Both the flanged joints shall also include providing and fixing multistrand copper strip / flat for bonding of product pipelines wherever required. |
| 70 | 200 mm dia |
| 71 | 150 mm dia |
| 72 | 50 mm dia |
| 73 | 40 mm dia |
| 74 | 25 mm dia |
| 75 | Mounting, installing, aligning, testing and commissioning of the power driven product pumpsets supplied by IOC without causing damage to pumpsets and its accessories. Pumpsets shall be erected and aligned as per manufacturer's drawings. Note: The pumpsets shall be supplied anywhere within the premises and the contractor shall undertake to lead the same to the foundations at no extra cost. The cost of foundation shall be measured & paid separately under respective civil items. |
| 76 | XP / XG / NMA Pumps along with associated units |
| 77 | Transportation of equipment like valve/pipeline etc. from one location to another location including enroute all taxes, levies and unloading/loading by a suitable vehicle exclusively for this purpose |
| 78 | Transportation of valve/equipment weight upto 10 MT : 0 - 30 Km |
| 79 | Transportation ofv alve/equipment weight upto 10 MT:Extra for each addtnl. Km above 30km. Distance will be calculated at one way basis. |
| 80 | Supply of following BLRF flanges As per ASTM A- 105 Class 150; ANSI B 16.5 |
| 81 | 150 mm dia |
| 82 | 200 mm dia |
| 83 | 25 mm dia |
| 84 | 40 mm dia |
| 85 | 50 mm dia |
| 86 | 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 STD or as required based on connecting pipeline thickness as per ASME B 16.5. Generally pipelines 16\\" and above- thickness is 7.14 mm, Pipelines dia 6\\" to 14\\" - thickness is 6.35 mm, Pipelines 4\\" and below 4.78 mm. Note: The quantities given are only indicative. The actual quantities to be supplied will be based on the finalized drawing for pipeline routing, as per site requirements and to be approved by the site engineer. 90 Deg LR ELBOW (1.5D) |
| 87 | 200 mm dia |
| 88 | 150 mm dia |
| 89 | 50 mm dia |
| 90 | 25 mm dia |
| 91 | 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 STD or as required based on connecting pipeline thickness as per ASME B 16.5. Generally pipelines 16\\" and above- thickness is 7.14 mm, Pipelines dia 6\\" to 14\\" - thickness is 6.35 mm, Pipelines 4\\" and below 4.78 mm. Note: The quantities given are only indicative. The actual quantities to be supplied will be based on the finalized drawing for pipeline routing, as per site requirements and to be approved by the site engineer. 45 Deg LR ELBOW (1.5D) |
| 92 | 200 mm dia |
| 93 | 150 mm dia |
| 94 | 50 mm dia |
| 95 | 40 mm dia |
| 96 | 25 mm dia |
| 97 | 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 STD or as required based on connecting pipeline thickness as per ASME B 16.5. Generally pipelines 16\\" and above- thickness is 7.14 mm, Pipelines dia 6\\" to 14\\" - thickness is 6.35 mm, Pipelines 4\\" and below 4.78 mm. Note: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing. EQUAL TEE |
| 98 | 200 mm dia |
| 99 | 150 mm dia |
| 100 | 50 mm dia |
| 101 | 40 mm dia |
| 102 | 25 mm dia |
| 103 | Station P/L (Zone B)min DFT 90 microns: SurfacePreparation: i)St-2-HandCleaning/Wirebrushing or ii) *St-3 - Power Tool Cleaning. Primer:Red Oxide Zinc Phosphate (P3): twocoats with DFT in the range of 30-35 micron per coat. Finish Coat: Aluminium Finish Paint(F2):Two coats with DFT in the range of 15-20 micron or Synthetic Enamel Paint(F6): Two coats with DFT in the range of 15-20 micron per coat. ( F2 for Product pipeline and F6 for Fire hydrant pipeline) TOTAL min DFT 90 microns. In product pipeline ST-3 power tool cleaning to be carrried out during pipeline shutdown |
| 104 | 25 mm dia |
| 105 | 50 mm dia |
| 106 | 150 mm dia |
| 107 | 200 mm dia |
| 108 | Supply of following CS Slip-on Rasied Face (SORF) Flange, 125 AARH as per ASTM A105 DIM. ASME B16.5 Class 150 |
| 109 | 150 NB |
| 110 | 200 NB |
| 111 | Supply of following Weld neck type- WNRF as per ASTM A- 105 Class 150; ANSI B 16.5 |
| 112 | 25 mm dia |
| 113 | 40 mm dia |
| 114 | 50 mm dia |
| 115 | Supply of MS Pipe Conforming to ASME B36.10, API 5LGr. B PSL1, ASTM A106, PE, Seamless. The items of dia more than 150 mm to be executed with prior approval from Engineering Department. |
| 116 | 25 mm dia, Sch 80 |
| 117 | 40 mm dia, Sch 40 |
| 118 | 50 mm dia, Sch 40 |
| 119 | Supply, fabrication and laying of SS pipes of following sizes confirming to material ASTM A312 TP 304 , SCH 40 Seamless with plain end confirming to dimension ASME B36.19. Job include cutting, bevelling and fixing the supplied specials such as elbows, bends, tees, reducers, etc complete and successful hydrotesting the pipeline wherever required at a pressure of 10.5 kg/cm2 for a minimum period of 4 Hrs. |
| 120 | 40 NB |
| 121 | 50 NB |
| 122 | Supply of following SS Socket weld , RF, Flange, 125 AARH as ASTM A182 Gr F 304,DIM. ASME B16.5 Class 150 |
| 123 | 40 NB |
| 124 | 50 NB |
| 125 | Supply of following SS Raised Face BLRF, 125 AARH as per ASTM A182 Gr. F304L DIM. ASME B16.5 Class 150 |
| 126 | 50 mm NB |
| 127 | 40 mm NB |
| 128 | 25 mm NB |
| 129 | Supply of 90 Degree SS304 40 S L.R. Elbow (1.5D) |
| 130 | 40 NB |
| 131 | 50 NB |
| 132 | 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. |
| 133 | i) Local Fine Sand within grading zone IV |
| 134 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars & disposal of unserviceable material outside site to an unobjectionable place as/ direction of Engineer-in-charge |
| 135 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 |
| 136 | i) All kinds of Soil |
| 137 | Fencing Works (For segregation of TLF / TLD area and Tank Farm Area) |
| 138 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 |
| 139 | i) All kinds of Soil |
| 140 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 141 | iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) |
| 142 | v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) |
| 143 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 144 | i) Foundations,footings,bases of column |
| 145 | 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 |
| 146 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 147 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 148 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 149 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia GI wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge using hot dipped galvanised wire of 4mm dia (The rate for civil works for excavation, brick masonry, PCC shall be paid separately) |
| 150 | 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: |
| 151 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 152 | i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH |
| 153 | Steel work in built up tubular (round,square or rectangular hollow tubes etc) trusses etc. including cutting,hoisting fixing in position and applying a priming coat of approved steel primer, including welded and bolted with special shaped washers etc. complete. |
| 154 | i) Hot finished welded type tubes |
| 155 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 156 | Providing and laying cement plaster on surfaces with fine sand including curing etc. |
| 157 | i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) |
| 158 | Providing Neat cement punning |
| 159 | Construction of Cable Trench and Drain Construction (for rerouting of existing cable in cable bridge) |
| 160 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 |
| 161 | i) All kinds of Soil |
| 162 | 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. |
| 163 | i) Local Fine Sand within grading zone IV |
| 164 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 165 | v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) |
| 166 | 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 |
| 167 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 168 | Providing & Laying Reinforced cement concrete work in walls (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 : |
| 169 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 170 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size) |
| 171 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 172 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 173 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 174 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 175 | ii) Walls (any thickness) including attached pilasters, buttress, plinth and string courses etc. |
| 176 | iii) Suspended floors,roofs,landings,balconies, access platform and Shelves (Cast in situ) |
| 177 | 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: |
| 178 | Structural steel work in built up sections/ framed work in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cutting,hoisting,fixing in position & applying a priming coat of approved steel primer etc. as required. |
| 179 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 180 | Providing and laying cement plaster on surfaces with fine sand including curing etc. |
| 181 | i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) |
| 182 | Providing Neat cement punning |
| 183 | Providing & laying factory made Grey / coloured pre-cast cement concrete, interlocking paver block of specified grade made by block making machine wih strong 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 +/- 3mm 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. |
| 184 | iii) M40 grade 100 mm thick Plain finish |
| 185 | Cabling Works (Shifting of all cables from existing Cable bridge to underground trench in phased manner after neceesaary power isolation etc.) |
| 186 | DISMANTLING Dismantling of following electrical fittings / fixtures with all leads and lifts. |
| 187 | i) Electrical cables of all sizes from under / above ground position |
| 188 | Re-laying corporation supplied cable complete as per specification |
| 189 | i) 1.5 sq.mm to 2.5 sq.mm XLPE |
| 190 | ii) 4 sq.mm to 10 sq.mm XLPE / AYFY |
| 191 | iii) 16 to 35 sq.mm XLPE / AYFY |
| 192 | iv) 50 sq.mm to70 sq.mm XLPE / AYFY |
| 193 | v) 120 sq.mm XLPE / AYFY |
| 194 | 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 |
| 195 | i) 150mm x 75mm x 2mm |
| 196 | iii) 450mm x 75mm x 2mm |
| 197 | iv) 600mm x 75mm x 2mm |
| 198 | Providing earthing with 100 mm dia, 3.8M long C.I/GI 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 Drawing all complete as per specification & direction of Engineer In-charge |
| 199 | Supply & drawing/laying, jointing, connecting, testing and commissioning of earth strip/copper strip/GI wire for earthing and lightning protection under or aboveground complete as per specification for the following : |
| 200 | iii) 50 x 6 mm G.I. Strip |
| 201 | CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying of XLPE 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 |
| 202 | xviii) 3.5 Core x 50 sq. mm Aluminium Cable FRLS |
| 203 | Supply of FRLS Armoured Copper Signal cable as per tender specifications. |
| 204 | 2P x 1.5 sqmm |
| 205 | Laying, glanding, ferruling, termination of FRLS Armoured Copper Signal cable as per tender specifications. |
| 206 | 2P x 1.5 sqmm |
| 207 | Supply of Exd/FLP Junction Box (Power/Control/Signal JB) with IP 65 as per specification suitable for hazardous area of zone 1, group IIA/IIB, T3 or better having CCOE/CMRI approval. It shall be complete in all respect. Accessories like certified double compression cable glands with PVC shrouds & plugs for excess entries, SS 316 engraved tag plate, mounting clamp & SS 316 fasteners. Complete as per specification / tender documents. |
| 208 | 4 ways JB |
| 209 | Installation of Exd/FLP Junction Box (Power/Control/Signal JB) with IP 65 as per specification suitable for hazardous area of zone 1, group IIA/IIB, T3 or better having CCOE/CMRI approval. It shall be complete in all respect. Accessories like certified double compression cable glands with PVC shrouds & plugs for excess entries, SS 316 engraved tag plate, mounting clamp & SS 316 fasteners. Complete as per specification / tender documents. |
| 210 | 4 ways JB Please Enable Macros to View BoQ information |
