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| 1 | Supplying & fixing |
| 2 | Supplying & fixing in position precasted boundary pillars with foundation block of size 1200 mm x 300mm x 100 mm tick made with RCC concrete in mix 1:1.5:3 (1 cement, 1.5 sand and 3 stone aggregate) of 20 mm nominal size inclusive of providing MS Reinforcement of 04 (Four) Nos. 10mm dia. main bars of length 1050mm approximately and 05(Five) Nos. 6mm dia. stirrups at 225mm c/c; engraving letters of the respective pipeline of size 2\" X 2\", on top face writing respective chainages as per drawing, providing suitable holes at the bottom to receive 02 (Two) Nos.of 12mm dia. dowel bars. \"Transporting precast boundary pillars to the required location in ROW, excavating the pit of required size in all kinds of soil including hard murrum/ soft rock and embedding the bottom400mm of the pillar in 1:2:4 P.C.C. (Plain Cement Concrete) of size600mm X 500mm X 400mm, supplying & inserting 2 (Two)Nos. dowel bars400mm long & 12mm dia. at the bottom of the boundary pillars. \"Applying one coat of primer and two coats of synthetic enamel paint of approved quality and shades after thorough cleaning of surface. \"Disposing off the surplus excavated earth after refilling, etc. all complete in every respect as per drawings, specifications and directions of Site Engineer/Engineer-in-Charge |
| 3 | Supplying, fabricating and installing along ROW at missing locations, Kilometer Post & Turning Points of length 2.50 M from 80 mm dia MS hollow pipe of 3 mm thickness. On top of the pipe, 6 mm thick MS plate engraving of KM Chainage for Kilometer Post & turning angle plate as per drawing shall be welded and at bottom of pipe, MS base plate of size 200 mm x 10mm shall be welded and installed at different locations in field with 1:3:6 grade cement concrete foundation of size 400 mm x 400 mm x 300 mm, painting with two coats of synthetic enamel yellow paint over one coat of red oxide primer with all materials, labours including transportation, backfilling, spreading surplus earth etc. complete in all respect as directed/instructed by Engineer-in-Charge/Site Engineer. |
| 4 | Kilometer posts |
| 5 | Turning/Direction posts |
| 6 | Warning/Caution Board: Supply, fabrication and erection of Warning/Caution sign board on the Mainline Right ofWay (ROW) at various canal, road, river crossings etc., as perdirection. The boards are to be made of MS plate of 3 mm thick . The support pillars are to be made of 50x50x5 MS angles and frame of 25x25x5mm on all four sides. The board is to be transported to various locationon the mainline ROW. Each board is to be provided with two coat of synthetic enamel paint over a coat primer of approved quality & shadeand lettering in English /Hindi /local language as well as drawing of IOCmonogram etc., complete. Each board\"s upport pillars are to be groutedin two pits of size 300 x 300 mm and 600 mm depth foundation block ofcement concrete 1:2:4 (1 Cement: 2 Sand : 4 stone aggregate of 20 mmnominal size) inclusive of material, labour, foundation block, painting,lettering, tools & tackles etc., complete as per direction of SiteEngineeer/ Engineer-in-Charge. (Including letter writing) |
| 7 | VENT PIPE: Supply and installation of Vent pipe of 80mm dia and 4mm Thick approx. length 3 M as per Drawing including painting ( 2 coats primer and 2 coats epoxy paint),transportation to site installing in concrte foundationincluding labour tools takcles complete as per drawing and specifications.complete in all respect as directed/instructed by Engineer-in-Charge/Site Engineer. |
| 8 | TEST LEAD BOX : Supply & installation water proof test lead box at the locations as directed by site engineer/EIC, with the bakelite strip and brass bolt terminal, 4 inch MS pipeweld at one end with aseparate MS plate to fit with the test lead box with a base plate welded at bottom, providing of PVC hard pipe for providing cable entry through foundation, applying 2 coats of aluminium paint over a coat of zink chromate primer on the test lead box and MS pipe. The work shall include supply and fixing of non-corrosive name plate containing the details like KM location, identification, TLP No., direction of flow, connection scheme, type etc., inside the TLP box, etc., complete in all respect (including the cost of all labour, materials, tools and tackles etc.,0 as per the specifications, drawing and complete in all respect as directed/instructed by Engineer-in-Charge/Site Engineer. |
| 9 | TEST LEAD POINT : Repairing of Test Lead Point (TLP) in IOCL Right of Way (ROW) including the cost of all labour. materials as per drawing & specifications and as per direction of Engineer # in # charge/ Site Engineer ( includes repair of cover,internal parts but does not include repari of TLP box. |
| 10 | Surface preparation, supply and painting |
| 11 | Painting of sign boards of all sizes, including surface preparation ,minimum two coats of ready mixed synthetic enamel paint of reputed/approved brand to give an even shade over a coat of red oxide primer. Cleaning with wire brush, surface preparation, applying two coats of approved synthetic enamel paint and re-Iettering on the markers inclusive of ransportation, cost of paint, labour, tools and tackle complete as per direction of Site Engineeer/ Engineer-in-Charge. (The item includes cost of material and labour required for painting and re-lettering complete) |
| 12 | Boundary Pillarsers |
| 13 | Kilometer posts/Turning Point / Direction Posts/Aerial Markers |
| 14 | Vent Pipe/Drain Pipe |
| 15 | Test Lead Point (TLP) including cleaning of inside surface. |
| 16 | Warning Sign Board |
| 17 | Civil and mechanical works |
| 18 | Earth work in excavation in all kinds of soil, both wet & dry condition (except hard rock requiring blasting, chiselling / pneumatic drilling) for foundation, substructures, trenches, sumps, pits etc. to the following depths including shoring, strutting, trimming of sides of the trenches, dressing, ramming and levelling the bottom of the trenches correct to level, grade etc. including bailing out of water (if any), stacking selected excavated earth for backfilling, filling available excavated earth in trenches, foundation, plinth etc. and/or disposing the excess earth outside IOCL premises to an unobjectionable area with all leads & lifts, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer/EIC |
| 19 | Depth upto 2.5 Metre |
| 20 | Depth between 2.5 Metre to 5.0 Metre |
| 21 | Supplying, transporting & filling selected earth / moorum from contractors own borrow areas to the mainline locations as directed by the site engineer/EIC and filling to required grade and level including compacting. The job includes all labour, tools and tackles for loading complete in all respect as directed/instructed by Engineer-in-Charge/Site Engineer. |
| 22 | Brick works with bricks of class designation 50 in cement mortar 1:6 (1 cement: 6 coarse sand) at all heights and depths laid to proper position line, level as per the drawings and specifications including providing necessary scaffolding, staging,racking out of joints, curing etc., complete in all respects as per specifications. In foundation for constructing stoppers in ROW at mainline locations directed by site engineer/EIC to avoid earth wash off from heavy water flows during rainy season. |
| 23 | Providing and laying Plain cement concrete grade of mix 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for constructing stoppers in ROW at mainline locations directed by site engineer/EIC to avoid earth wash off from heavy water flows during rainy season. |
| 24 | Providing RR masonary 1:5 in ROW at Mainline locations including supply of rubble stones complete in all aspects as directed by EIC/Site engineer to avoid wash out |
| 25 | Providing plastering / painting over RR Masonry / PCC surface at all heights / depths etc., with cement mortar finished smooth rough including raking out joints, rounding off and chamfering corners, making drip course moulding, roughening of brick surface, curing, etc complete as per the directions of EIC / Site Engr. Plaster with cement mortar 1:4 (1 Cement : 4 Course sand) 12 mm thick providing & laying flooring / skirting / dadooing including finishing |
| 26 | Providing and laying structural reinforced cement concrete work (1:1.5:3) conforming to IS:456 (1 cement :1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) at all heights and depthetc. including providing centering, shuttering, staging, scaffolding,form work etc compacting with mechanical vibrator, curing etc. complete as per specifications. |
| 27 | Supplying and providing reinforcement (for reinforced cement concrete works) conforming to IS:1786 including initial straightening of coiled/uncoiled bars, removal of loose rust, cutting, bending to correct size & shape, binding with 18 gauge G.I. wire at each intersection and placing at any position, at any height and depth complete in all respects as per drawings and specification.TMT -(Fe-415) |
| 28 | The work includes Providing and laying in position empty HDPE cementbags (Good condition & with filled material load bearing strength)filled with cement sand in the ratio 1:10 (1 cement:10 coarse sand),sewing the bags, handling, placing & watering etc. complete as directed by Engineer-In-Charge at washout sites along the pipeline |
| 29 | Supply and fixing of wooden baileys in canal, embankments, plain land, etc. as directed by EIC/Site engineer. |
| 30 | Operation of JCB for uprooting trees / saplings, Clearing of weeds, shrubs, bushes, growth of any other vegetations, Earth work in excavation and backfilling in both ordinary & Rocky soil forwashout rectification / installation of anode ground bed, sacrificial anodes,cable trenches, pipeline trenches and removal of any other obstructions etc. in the different locations of Right of Way (ROW)/ inside RCPs, including clearing of sitebackfilling the same after completion of work up to the satisfaction of site engineer & the cost includes all labour, materials complete as per direction of site engineer. Including disposing of cleared / excavated aterials to an unobjectionable location irrespective of any lead and lift if required, and filling of pits / hollows formed by the JCB operation. Operating hours shall be calculated only for work duration in site. |
| 31 | Providing Tractor trolley/ trailer on hire basis complete including cost of fuel, operator charges,tools,tackles,consumables etc., as per instructions of EIC.A minimum 10 Hrs working is reckoned as one day from actual start of the work to actual close of the work at site in a day. |
| 32 | Flood coating by R-95 Powercrete Liquid epoxy paint (Consisting Part A & Part B mixed in ratio as per manufacture recommendation over mainline pipe/ leak clamp/ sleeve etc. including surface preparation as per tender specification & application of liquid epoxy paint (Powercrete R-95) over finished surface. The cost includes all materials( liquid epoxy R-95) consumables, labour etc. The thickness of flood coating shall be 900-1000 micron. |
| 33 | Additional services |
| 34 | Supply of additional services, if required to be deployed for Attending the job at site, as per job requirement & at IOCL\"s descrition. One day shall be of 8 hours duration of uninterrupted availability for continuous usage of the deployed service, i.e. for the first Eight hours or part thereof from the time of deployment - contractor shall be paid amount equal to one day. (i.e. 1 equipment day = 8 hrs of deployment and availability for contnuous usage). The working hours shall start from the time of deployment of the pumping set at site. This will be inclusive of Mobilisation & Demobilisation Charges, Operational Charges (Fuel, Consumables, Operator etc whatsoever is required for intended operational at site); Job is to be carried out as per Tender Document and as per Instruction of EIC. Any additional deployment beyond Eight (8) hours, shall be paid extra as additional proporationate Day, and shall not be liable for any short of overtime / payment in any form. (i.e. for deployment of any sort of following services for a period of 10 hours in a day, same shall be paid as 1.25 Days (For items below) |
| 35 | Providing diesel engine driven (of capacity not less than 2.5 HP) water pump set including mobilisation and demobilisation charges, Operator, fuel, hose length of suction / discharge side of at least 15 meter for continuous functioning of the same at site |
| 36 | Providing Portable DG set (5 KVA) for 230 volt power supply for lighting / buffing / grinding / UT / X-ray etc. including mobilisation and demobilisation charges, Operator, fuel etc for continuous functioning of the same at site |
| 37 | Halogen / focus set with 30 mtr. Extension cabel including spare lamp 1000 watt for illumination of working area |
| 38 | Providing the air compressor of suitable capacity for flushing of annular space of carrier casing as per direction of EIC. One day shall be equivalent to 24 hrs. |
| 39 | Service Crew for Mechanical Miscllaneous Job which include 1 Pipe Line fitter & 2 Rigger with Technician Tool boxes for tools with size upto 46 mm |
| 40 | Providing Hydra ( 12-14 TON capacity ) along with belts, chains, hooks etc at site for shifting heavy material or equipments like pipes, welding machine, cold cutting machine etc.The rate is inclusive of mobilisation and demobilisation cost, hiring and running cost, fuels, consumables, lube oil cost, operator cost etc., as per direction of EIC. Payment towards equipment running charges shall be made only if payments are not covered in any of the SOR items elese where in this contract. |
| 41 | Mobilisation to site within contractual time with manpower, security guard, labour, tools, tackles, cold cutting machine, equipments and all other resources (eg JCB, compressors, dewatering pump, DG sets, dumper, trailer, welding generator, Hydra, pick-up, Dumper, tents & chairs etc) with fuels and consumables etc as outlined in tender document for execution of job. Rate is Lumpsum basis and shall be payable to contractor on complete mobilisation to site to the satisfaction of EIC. Rate of this item is also inclusive of demobilisation charges with all manpower, material and resources deployed at site after completion of work. The contractor shall also liasion with local villager, local police for safe and secure rectification of the work. |
| 42 | Providing Qualified welders-2no. With helpers, cutting, bevelling ,buffing,repair weld grinders-2no.s team along with required electrodes & all other consumables as per approved WPS. |
| 43 | Excavation and backfilling in hard rock |
