Indian Oil Corporation Limited Tender
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Indian Oil Corporation Limited - IOCL Tender
Energy, Oil and Gas
Eprocure
Opening Date13 Dec 2024
Closing Date13 Jan 2025
Tender Amount₹ 10,82,10,786.1
Costs
EMD
₹ 2,71,700Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Annual Rate Contract For Maintenance Of Mainline Facilities Under Erpl Mourigram Unit
Description
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Contact
Tender Id
2024_ERKLK_182353_1Bid Award Id
ViewTender No
ERKLCC2460Tender Authority
Indian Oil Corporation Limited ViewPurchaser Address
-Website
http://https://www.iocl.com/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
Bidders_help_Document_for_Preferencial_ Bidding_20230207_v1
Special_Instructions_to_the_Bidders_20230207_version_1a
BOQ Items
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Identification of defect and Repair of 24F OFC in all respect
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419701.1
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"Supply & Installation of OFC Marker Supply & Installation of markers at designated location/ Chainage, including fabrication from steel as per drawing &specification, a pplying a primer coat of approved red oxide zinc chromate primer, transportation up to the work site, excavation in foundation, conc reting as per drawing/spec, backfilling, painting &lettering of markers by using approved brand of paint & disposal of surplus mater ials. The item includes supply cost of all the construction materials, consumable, fabrication work, transportation, labour changes ,cost of primer, paint tools which are required for complete work as per the drawing notes, specifications & satisfaction Engineer-I n-Charge."
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484881.47
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Dewatering Pump- The work includes Pumping out of water caused by rains, broken watermains/ drains etc. including supply of pump-mot or, necessary labour ,disposal of rubbish etc. (Minimum capacity of Pump 3 HP)
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1667238.05
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Supply of 40 mm OD HDPE pipe as per tender specifications
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98063.31
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Supply of OFC Jointing kits as per tender specifications for 24F
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134029.12
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"Trenching for laying of HDPE in Independent trench Excavation in unpaved areas of earth in work sites for conventional cable trenches for a depth upto 1.5 metres including shoring, strutting etc. (if necessary), backfilling the trench, as directed by Engineer-in-charge/ Site Engineer, including all labour and materials complete as per drawings and tender specifications"
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225993.6
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Transportation (loading and unloading) of Owner supplied unarmoured Optical fibre cable (OFC) to various sites along Right of Way (R OW), pre laying testing of each cable drum for each fibre and taking the OTDR traces, submission of OTDR traces (in hard as well as soft copy) to Engineer-in-charge/ Site Engineer, blowing of OFC through contractor laid HDPE, jointing / splicing of OFC, post insta llation testing of OFC for each fibre for each drum laid & taking OTDR traces, submission of OTDR traces (in hard as well as soft co py) to Engineer-in-charge/ Site Engineer as per the scope, specifications and directions of Engineer-in-charge/ Site Engineer
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49188.3
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Installation of OFC jointing kits as per drawings, specifications and directions of Engineer-in-charge/ Site Engineer
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104217.6
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Installation of RF iD type Electronic Markers as per tender specifications. The job includes configuration & programming of the Elec tronic markers to write information data as per directions of Engineer-in-charge/ Site Engineer.
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8514.88
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Installation of pre-fabricated RCC (1:1.5:3) Joint Box with lid as per tender specifications, drawings and directions of Engineer-i n-charge/ Site Engineer.
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30075.84
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Installation of wall mounted Fibre Termination Box (FMS) as per tender specifications and directions of Engineer-in-charge/ Site Eng ineer
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44313.72
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Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, up to 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apa rt and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including n ecessary bolts or G.I. barbed wire tied to angle iron, all complete as per the directions of Engineer-in-Charge, with reinforced bar bed tape (R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 4 3.478 gm/ metre. [Note: Cost of M.S. angle, C.C. blocks shall be paid separately].
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383606.2
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Providing services of 01 (One) no. of qualified (skilled manpower) electrician/technician with a valid electrical license to perform LT electrical works up to 415 V AC at SV locations. The technician will be required to provide assistance on as and when required b asis. The scope of work includes, but is not limited to, the following:" 1. Tube light fittings including replacement of chokes, tub es, down rods, starters, starter holder, Tube rod and holders and all other accessories if needed including cleaning of the light fi ttings if required. 2. Replacement of lamps, lamp holders, connectors, glass & other accessories etc. including external and interna l cleaning of glass and complete fittings as well as other related job involved. 3. Ceiling/ exhaust/ wall mounted/ pedestal/ air ci rculators/any other type of fans of various sizes/makes including replacement of condensor, regulators etc. NOTE: All materials & a ccessories of fittings required for attending the complaint shall be supplied by the owner. The Contractor has to take the material from central store/departmental store/site in-Charge. for attending above complaints. The defective material are to be returned to t he Deptt. Stores. Consumables items like PVC tape, cleaning tape, cleaning cloth, CTC etc. are in the scope of contractor. Also appl ication of PVC/M-seal on above fittings to above entering of water/insects as per direction of the Engineer-in- Charge. Item will be operated as and when required basisand rate includes 15% contractor's profit.
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155349.36
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"Housekeeping of RCP/SV station: Brooming and mopping of building floors and process area with phenyle mixed water, cleaning glass/door windows with glass/surface cl eaner, cleaning doors, brooming outside building floor, clearing of weeds/vegetables grown on roof and floors edges, cleaning of pip ing, brooming on roof and removing accumulated water due to rain, spider net cleaning, cleaning of solar panels, cleaning of tube l ights and fans, outside surface cleaning of instrument/electrical panels cautiously using electrically insulated hand gloves, cleani ng of cable tray, cleaning insulating mats with water, cleaning of valve enclosure, manual dewatering of pits of valve using bucket and mug at each RCP/SV, Cleaning of dustbin including depositing and transporting etc. of garbage complete in all respect outside c olony/SV/RCP area. The House Keeping shall mean keeping the premises free of weeds/ dry grass/ oil traces, dusts, maintaining all do ors, gate etc. in good condition. Washing and cleaning complete toilet block (toilet/washbasin/ bathroom/floor/floor traps/water tap s etc.) and maintaining the same in good hygienic condition by supplying, providing and maintaining items as mentioned below inside toilet block of each RCP/SV throughout the year as per consumption rate per annum. Unit is Rs per RCP/SV per day.The SOR is inclusiv e of all cost of supply and services. Items which shall be maintained inside toilet block at each RCP/SV throughout the year: Toile t cleaner-1 L (Harpic/Lizol)-Yearly consumption qty. per RCP/SV: 03 no. Toilet Cleaning brush-Yearly consumption qty. per RCP/SV: 1n o. Phenyl Floor Cleaner (1 L) Yearly consumption qty. per RCP/SV: 6 no. Toilet air freshner (75 gblock-Odonil/Godrej/ambipure) Yea rly consumption qty. per RCP/SV: 12 no. napthaline balls (200 g) Yearly consumption qty. per RCP/SV-1 no. Bucket (16 L) & Mug-1 ea ch Yearly consumption qty. per RCP/SV-1 no Liquid Handwash (Dettol/lifebuoy) Yearly consumption qty. per RCP/SV-4 no Detergent Powde r-1 kg Yearly consumption qty. per RCP/SV-12 no Broom (Coconut leaf grass broom)- Yearly consumption qty. per RCP/SV -1 No. Note: Th e below mentioned items shall be used for washing and cleaning of toilet block only and not for other housekeeping of RCP/SV."
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1962576
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Providing services for Running/Driving, operating and upkeeping of IOCL ERV (Emergency Response Vehicle) equipped with water tank, LPG pumps, LPG compressor, water mist pump and other fire fighting equipment etc . as directed by Officer-in-Charge. The item includ e aforesaid services engaing one highly skilled operator having valid Heavy Vehicle Driver licence for driving of Heavy Vehicles for taking trial run of the vehicle including all cost of diesel, lube alongwith one semi-skilled helper, minor maintenance of the same (exclusive of workshop charges) so that the vehicle is kept in working conditions all the times. The ERV can be used at station pr imises and Mainline ROW under HMRBPL jurisdiction and other stations of IOCL as per the requirement. The operator has to report to duty at any time during emergencies as and when required for which no extra benefit shall be payable to the contractor.
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1079978.95
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Fixed: Providing semi-skilled contractor's workers for round the clock manning at SV locations of PHDPL. The minimum qualification of these personnels’ shall be ITI, in any trade, preferably in Mechanical/Electrical. For details of SV locations & T points, please refer c lause of SCC-Technical. Payment for this item will be done proportionately as per the actual item execution. Unit of measurement "EA /Month-location" for this item shall be read as "round the clock manning of each location per month. The Contractor shall have to pa y minimum wages to the personnel as prescribed by Central Government from time to time.
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36327781.32
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Contractor's profit for providing semi-skilled contractor's workers for round the clock manning at SV locations of PHDPL. Unit of measurement "EA" signifies "per Month-location" for this item.
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5449165.61
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HMRBPL Mainline ARC_2025-27_Grp-A|HMRBP
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Fixed: Extra hourly charges or part thereof for duty beyond eight (08) hours of normal duty in a day or duty on holidays (for QRT, Bikers a nd ERV manpower). This line item shall be claimed only in case of exigencies, if EIC/Site Engineer instructs to extend the duty beyo nd 08 (eight) hours as per site requirement. For Highly Skilled manpower-Grp-A
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73278
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Fixed: Extra hourly charges or part thereof for duty beyond eight (08) hours of normal duty in a day or duty on holidays (for QRT, Bikers a nd ERV manpower). This line item shall be claimed only in case of exigencies, if EIC/Site Engineer instructs to extend the duty beyo nd 08 (eight) hours as per site requirement. For Skilled manpower-Grp-A
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168858
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Fixed:Extra hourly charges or part thereof for duty beyond eight (08) hours of normal duty in a day or duty on holidays (for QRT, Bikers a nd ERV manpower). This line item shall be claimed only in case of exigencies, if EIC/Site Engineer instructs to extend the duty beyo nd 08 (eight) hours as per site requirement. For Semi-Skilled manpower-Grp-A
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276544.8
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Fixed:Expenses for Toll Taxes and parking fees for QRT vehicle for 02 years (To be paid on lumpsum basis as per actual expense bill submit ted by contractor)
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82600
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Installation of Air bag and foam pig inside pipe at open end followed by plugging with use of owner's supplied bentonite powder in cluding supply of all required manpower, equipments, tools, tackles, materials, consumables etc. for completion of work in all respe cts as per instructions of Engineer-in-Charge/ Site Engineer.
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86570.28
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Sheet Piling- Driving M S sheet piles of any kind of approved type and size conforming to I.S. code in all kinds of soil/ soil mixed with gravel, shingle & pebbles, by vibro-sinker including handling, cutting to requisite size, drilling holes, hoisting in position , welding, fabrication of sets of tapper piles, corner piles etc. with clutch bars as may be required including staging, scaffolding and hire charges of driving machinery and equipments, scraping and cleaning piles, painting the surface with one coat of surface pr imer of approved make and brand and two coats of ready mixed oil bound paint (except red lead and black japan) etc. including all co st of labours, supply and carriage of equipmemnts to site (by any mean) as per drawing and direction of the Engineer-in-charge but e xcluding the cost of sheet piles. NB:- Measurement of area underground to be taken i.e. straight length of pile multiplied by driven length).
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245334.98
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Sheet Piling- Driving M.S. sheet piles of any kind of approved type and size conforming to IS code in all kinds of soil/ soil mixed with gravel, shingle & pebbles, by monkey hammer including handling, cutting to requisite size, drilling holes, hoisting in position , welding, fabrication of sets of tapper piles, corner piles etc. with clutch bars as may be required including staging, scaffolding and hire charges of driving machinery and equiepments, craping and cleaning piles, painting the sufrace with one coat of surface pr imer of approved make and brand and two coats of ready mixed oil bound paint (except red lead and black japan) etc including all cos t of labours, supply and carriage of equipments to site (by any mean) as per drawing and direction of EIC but excluding the cost of sheet piles. N.B. Measurement of area underground to be taken i.e. straight length of pile multiplied by driven length.
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224301.48
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Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed.- 1000 m dia
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1081977.4
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Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported e arth is to be measured.) (This item should be executed on specific direction of the Enginner in charge). - beyond 3.0m depth
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502786.2
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Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported e arth is to be measured.) (This item should be executed on specific direction of the Enginner in charge).-1.5m-3.0m depth
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738691.8
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Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported e arth is to be measured.) (This item should be executed on specific direction of the Enginner in charge). -Upto 1.5m depth
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1039230.72
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Drum Sheet Walling 1.40m (av.) high on Eucalyptus bullah piling 10 cm dia. and 3.25m long driven 1.75m (av.) below G.L. and 75cm cen tre to centre including fitting fixing 3 nos. of half bullah pieces (from 10 cm dia) and drum(empty bitumen) sheet (approved conditi on) of height 1.5m , cutting and straightening drum sheet (each joint must have lap length of min.50mm) including cost of necessary nails, bolts, nuts etc. and providing 2 to 3m long half bullah ties of 10cm dia. @ 2.25 m centre to centre fixed with 10 cm dia. bul lah posts driven 1.5m below G.L. including cost of all materials and one coat of coal tarring to all bullah etc. complete as per dir ection. (Eucalyptus Bullah Piles)
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600876.06
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Supply of fine dry sand to site including cost of loading, transportaion, unloading and stacking etc..
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318793.52
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Backfilling- Earth work in filling in foundation trenches or plinth with good earth from earth obtained from above excavation, in la yers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurem ent of finished quantity of work)
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1304726
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Earthfilling- Supply and Filling area with good earth arranged by the contractor within a radius of 10 km in layers not exceeding 15 0 mm. including breaking of clods, watering and ramming etc. layer by layer complete in all respects inclusive of cost of all labour , earth, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. (Payment to be made on the basis of mea surement of finished quantity of work)
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1241283.3
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Excavation- Earth work in excavation in all kinds of soil except hard rock requiring blasting for foundation trenches, upto any de pth including trimming of sides of the trenches, dressing, ramming and levelling the bottom of the trenches correct to level, grad e etc. including bailing out of water, if any, filling in sides of foundation trenches, plinth etc. with the excavated earth availa ble and/or depositing the excess earth within a lead of 75mtr, in layers not exceeding 20 cms. thick, consolidating each deposite d layer by ramming, watering, dressing to level and grade; cordonning of the working area and barricading if necessary to maintain s afety of working personnel, local inhabitants and adjoining road traffic wherever necessary complete in all respects inclusive of c ost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer.
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1188236.4
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Excavation- 3.0m-6.0m depth
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792145.8
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Excavation- beyond 6.0m depth
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363876.6
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Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for ne cessary driving appliances and all tackles: (i) 100mm diameter.
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40090.5
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Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 la id to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labo ur, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
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164404.68
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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain w indow sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing :
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-
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PCC- 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived f rom natural sources]
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1128470.58
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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-
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PCC- 1:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived f rom natural sources]
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381869.24
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obta ined. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] :
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-
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Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)
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28303.72
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Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and disposal of u nserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed du ring day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations]
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38780.46
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Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge]
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16718.3
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in :
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-
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Brickwork- Cement mortar 1:4 (1 cement : 4 coarse sand)
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841125.24
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishi ng and reinforcement - All work up to plinth level :
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-
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1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived fr om natural sources]
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101815.59
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fille ts, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering , shuttering, finishing and reinforcement, with :
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-
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1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived fr om natural sources]
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184140.71
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Centering and shuttering including strutting, propping etc. and removal of form for all heights :
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-
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Foundations, footings, bases of columns, etc. for mass concrete
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18787.96
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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40187.85
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12 mm cement plaster of mix :
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1:4 (1 cement : 4 fine sand)
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176008.8
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level :
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-
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Thermo-Mechanically Treated bars of grade Fe-500D or more
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220282.4
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
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206110.13
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Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
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-
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Water thinnable cement primer
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15828.52
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Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, o f required shade and colour complete, as per manufacturer's specification :
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-
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Two or more coats on new work
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22991.12
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Premium Acrylic Smooth exterior paint: Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of require d shade :
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New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
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106288.5
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ROW demarcation - Providing assistance in ROW demarcation / joint site inspection by locating pipe with poke rod, pipeline locator including pegging by pegs supplied by contractor, painting the pegs with bright red or yellow paint, taking measurements etc. as di rected
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231211.56
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Supply & Installation of various types of markers at designated location/ Chainage, including fabrication from steel as per drawing &specification, applying a primer coat of approved red oxide zinc chromate primer, transportation up to the work site, excavation in foundation, concreting as per drawing/spec, backfilling, painting &lettering of markers by using approved brand of paint & disposal of surplus materials. The item includes supply cost of all the construction materials, consumable, fabrication work, transportation , labour changes ,cost of primer, paint tools which are required for complete work as per the drawing notes, specifications & satisf action Engineer-In-Charge.
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-
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Supply & Installation of Direction /Turning Point Marker
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488889.34
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Supply & Installation of Kilometer Post Marker
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544990.67
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Supply & Installation of Danger marker
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472859.63
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Supply & Installation of Crossing marker
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488889.34
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Supply & Installation of Vent & Drain Pipes
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375998.15
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Painting of sign boards of all sizes, including surface preparation ,minimum two coats of ready mixed synthetic enamel paint of repu ted/approved brand to give an even shade over a coat of red oxide primer. Cleaning with wire brush, surface preparation, applying tw o 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 require d for painting and re-lettering complete)
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-
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Repainting of Warning Sign Boards
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72071.57
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Repainting of Boundary Pillars
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12823.3
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Repainting of Kilometer Posts
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18017.89
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Repainting of Turning Points/ Crossing/ Direction Mar
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45044.73
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Repainting of Vent & Drain Pipes
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14010.38
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Repainting of Test Lead Points (TLPs) including clean
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36035.78
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Arranging Govt approved surveyor with required assistance including transportation for demarcation of land within ROW, calculation o f area for providing compensations, IOCL pipeline location identification with IOCL provided Line Locator and GPS etc. Unit to be co nsidered upon number of days. Detailed Field map to be prepared by surveyor.
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671115.56
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Flood coating by R-95 Powercrete Liquid epoxy paint (Consisting Part A & Part B mixed in ratio as per manufacture recommendation ove r mainline pipe/ leak clamp/ sleeve etc. including surface preparation as per tender specification & application of liquid epoxy pai nt (Powercrete R-95) over finished surface. The cost includes all materials( liquid epoxy R-95) consumables, labour etc. The thickne ss of flood coating shall be 900-1000 micron.
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444106.57
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"Providing ROW Services During Construction Providing services related to opening of Right of Way (ROW) and other activities after ROU acquisition, including serving notice, ma king of panchnama, collection of rates for crops, preparation of compensation, providing all necessary help in closing of ROW, all c omplete, as per requirement of pipeline laying works, detailed scope of work, specification of tender document and direction of Site Engineer / Engineer-in-Charge inclusive of all labour, material, equipment etc., complete in all respect."
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243389.16
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"MAINLINE LAYING WORKS - LIQUID PIPELINE Laying of Owner-supplied pre-coated mild steel line pipes, including arranging all additional land/construction corridor, beyond Own er's ROU/ROW, required for Contractor's storage, fabrication, access for construction site, movement of construction equipment etc., receiving and taking over Owner-supplied materials, handling, transportation etc. from Owner's issue point to work site, stringing along Right of Way (ROW)/ pipeline corridor, providing labour, equipment and supply of other inputs & materials/ consumables necess ary to perform and complete the work in all respects in accordance with the contract including, but not limited to, the following wo rks:- - Taking delivery of pre-coated/ bare pipes from the designated stockpile location (loading of pipes onto pipe trailors placed insid e stockpile by mainline contractor shall be done by Owner's authorized agency), including placing of pipe trailors for taking delive ry of pipes from designated stockpile, carrying out holiday detection and verification of pipes at the time of taking delivery), tra nsportation of pipes to ROW/ work site/ Contractor's storage location etc., - Clearing and grading of ROW/ pipeline corridor, cutting of trees, vegetation etc. including keeping record of trees cut, including de-watering etc., - Stringing of pipes along ROW including providing straw bags/ soft padding below pipe (in Rocky areas requiring blasting for prepar ation of trench, pipes shall be strung after the blasting operation and clearing of trench as per instructions of Site Engineer/ Eng ineer-in-Charge), - Trenching to all depths to maintain clear earth cover as per specification and to fit minimum bend radius, by excavation in all ki nds of terrain & soil, including stripping top soil to a depth of 30cm to the full anticipated width of the ditch and storing this m aterial separately along the ROW to allow re-depositing of the same on top of the backfilled ditch (in cultivable and other areas sp ecially designated by Owner), - Carrying out repair of pipe & coating defects for defects occurring after ""taking over"" of pipes from Owner, replacement in the case of non-repairable defects and repairing damages to pipe coating including defects/ damages occurring during transportation & ha ndling, - Aligning, bending, lining up, cutting and beveling (as required) of pipes for field adjustments, welding (manual / semi-automatic / automatic), physical inspection of all weld joints by qualified welding engineer/ inspector & carrying out repair of weld-joints f ound defective, .... continuation in next line"
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-
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8.625" OD
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-
19832.35
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10.75" OD
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-
24764.28
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12.75" OD
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-
29381.29
... More
18" OD
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-
41448.59
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PIPE RETRIEVAL-Retrieval of cross country mild steel pipeline section by excavation up to bottom level of pipe which is normally at 1.5 to 2 m depth, by cutting at every 10 to 12 meters by suitable safe method as approved by EIC / Site Engineer (pipe to be cut nea r to old girth weld of pipe and at some places cutting may be required at lesser length as per site requirement), removal of pipes f rom trench, loading, unloading and transportation to owner's installation with all labours, vehicles, tools and tackles, equipment a s directed by EIC / Site Engineer including backfilling of excavated trench with excavated earth along with additional appropriate q uantity of soil (to be arranged by the contractor) after removal of pipe, compacting the backfilled earth and restoring to original level and condition.
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-
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PIPE RETRIEVAL- 12.75"
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68009.35
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Cold cutting of piping- After evacuation of product from the piping, the Contractor shall arrange suitable cold cutting machine, ass ociated tools & tackles, operators, consumables, compressor, hoses etc. to cut pipe at mentioned location as per instructions of Eng ineer-in-Charge/ Site Engineer(the location shall be accessible for installation of the cold cutting machine before carrying out the job which is not covered in the scope of this item). The Contractor scope is including all required manpower, equipments, tools, ta ckles, materials, consumables etc. for completion of work in all respects as per instructions of Engineer-in-Charge/ Site Engineer. Note: Unit #EA# shall mean one full circumferential cut.
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-
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Pipe cold cutting-18"
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-
132482.32
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Pipe cold cutting-12"
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-
264964.61
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Pipe cold cutting-10"
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-
73601.27
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"INSTALLATION OF SECTIONALISING VALVES (MOVs) ON MAINLINE (OUTSIDE STATION PREMISES) INSIDE RCP/ MOV STATIONS- Taking delivery of MOVs for mainline from Owner's stockpile/ godown, preparation of pup pieces of specified length from owner suppli ed pipes of higher wall thickness, welding of pup pieces to both sides of valves, providing instrument tappings in MOVs, hydrostatic ally testing the valves & installing at designated locations on the mainline in accordance with the specifications and drawings, wel ding & 100% radiography of weld joints, repair of weld joints etc., complete in all respect including all works and material in foun dation, RCC underground valve supports etc., including PU Coating of underground portions and painting of overground portions / valv e enclosure etc. with aluminium paint over a coat of primer, and including supply of all materials (other than those specifically un dertaken to be supplied by the Owner), consumables & inputs complete as per specifications, drawings & instructions of Site Engineer / Engineer-in-Charge."
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-
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INSTALLATION OF SECTIONALISING VALVES- 12.75"
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275899.55
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Providing & operating JCB for earth work in excavation in both ordinary & Rocky soil for ROW cleaning, washout rectification/ instal lation ofanode ground bed, sacrificial anodes, cable trenches, pipelinetrenches, etc. including backfilling the same after completi on of workin all respect and up to the satisfaction of Site Engineer / EIC & thecost includes all labour, materials complete as per direction of SiteEngineer/ EIC.
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742533.41
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Providing Hydra ( 10-12 TON capacity ) along with belts, chains, hooks etc at site for shifting heavy material or equipments like pi pes, welding machine, cold cutting machine etc.The rate is inclusive of mobilisation and demobilisation cost, hiring and running cos t, fuels, consumables, lube oil cost, operator cost etc., as per direction of EIC. Payment towards equipment running charges shall b e made only if payments are not covered in any of the SOR items elese where in this contract.
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653147.94
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Warning Sign Board- Supply, fabrication and erection of sign board on the Mainline Right ofWay (ROW) at various canal, road, river c rossings 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 boar d 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 o f 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 SiteEn gineeer/ Engineer-in-Charge. (Including letter writing)
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-
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Sign Board of size 3 Feet x 2 Feet
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489476.39
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Sign Board of size 4 Feet x 3 Feet
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682057.11
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Supply of additional services, if required to be deployed for Attending the job at site, as per job requirement & at IOCL's descriti on. One day shall be of 8 hours duration of uninterrupted availability for continuous usage of the deployed service, i.e. for the f irst Eight hours or part thereof from the time of deployment - contractor shall be paid amount equal to one day. (i.e. 1 equipment d ay = 8 hrs of deployment and availability for contnuous usage). The working hours shall start from the time of deployment of the pu mping set at site. This will be inclusive of Mobilisation & Demobilisation Charges, Operational Charges (Fuel, Consumables, Operato r etc whatsoever is required for intended operational at site); Job is to be carried out as per Tender Document and as per Instructi on 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 h ours in a day, same shall be paid as 1.25 Days (For items below)
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-
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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
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138760.92
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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.
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-
270740.62
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Supply of full range (upto 8 feet) RF iD Disk type Electronic Markers as per tender specifications
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34304.96
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Supply of pre-fabricated RCC (1:1.5:3) Joint Box with lid as per tender specifications
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-
194199.68
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HDD- Blowing of OFC through laid HDPE, post installation testing of OFC for each fibre for drum laid & maintaining OTDR traces as pe r the scope, specifications and directions of Engineer-in-charge/ Site Engineer
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70800
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Radiographic Inspection- Inspection of welding by radiographic method on all types of piping including processing of films and inter preting the results of weld quality and reporting the same to the Site Engineer together with recommendations as to the acceptabilit y or otherwise of the welds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusi ve of supply of all pesonnel, labour, materials, equipment, consumable, inputs, etc. and providing all services complete in all resp ects as envisaged in the contract documents. Note: i) Payment will be on the basis of number of welds of the respective size radiog raphed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document. ii) Radiog raphy not involving full girth weld will be paid at 50% of the rate for full girth weld for the respective size. iii) For set-on ty pe branch welding, the rate for radiography will be as applicable to the branch pipe size. iv) Repeat radiography of individual wel ds due to defective films or repair of welds shall be done at contractor's cost.
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-
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NB Pipe Joints-18"
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10106.32
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NB Pipe Joints-12"
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7158
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NB Pipe Joints-10"
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-
5412.33
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NB Pipe Joints-8"
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-
4113.22
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Casing cutting on carrier pipe by cold cutting, in 2-3 m longitudinal length at 3 o'clock & 9 o'clock position then circumferentiall y cutting the pipe section and further in similar way, removal of existing casing pipes from verious dia of pipeline and shifting & transporting cutting portion to nearby IOCL Station as per directions of Engineer-In-Charge. Note- 1. Size given below is carrier pi pe 2. cassing size on carrier pipe genrally higher from carrier pipe, i.e. 4 Inch to 8 Inch. 3. Payment of cassing cuuting shall be paid as per carrier pipe size given below.
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-
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Cutting of Casing
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100991.95
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Cutting of Casing
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-
44885.31
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Cutting of casing by grinding at various point to remove damage insulator, Zn ribbon etc to resolve the shorting problem.
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-
16086.23
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Welding of cut out window of casing using metallic strip.
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-
912.61
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Fabrication and Welding of Casing Pipe- Complete work of welding in casing pipe for casing of carrier pipe { underground pipeline} of all thicknesses at different locations including upstream and downstream according to drawing and specification and all labour inputs, materials, consumables including setting out the work, splitting, miter bending, cutting, grinding, fitting/ aligning and welding the casing pipe as per site requirement complete connecting existing casing as per direction of site Engineer / EIC . (Note : Measurement of this item shall be on the running metre length of the newly laid casing pipe)
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-
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Fabrication and Welding of Casing Pipe-18"
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496496.33
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Fabrication and Welding of Casing Pipe-12"
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329061.41
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Supplying and installation of new zip type end seals made from nitrite rubber oil resistant concentric reducer type complete with st ainless steel bends made from high density polyethylene complete with cadmium plated nuts and bolts suitable for following pipe size s including removal of old End seal, with all labour and materials as per specifications and direction of Engineer-in-Charge/ Site Engineer.
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-
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End seal for carrier pipe having size 12" & casing having size 18"
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175018.31
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End seal for carrier pipe having size 10" & casing having size 16"
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58339.44
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End seal for carrier pipe having size 8" & casing having size 14"
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23335.77
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Supplying and installation of pipeline insulator rings at gap of 1 M as per standard, rings made from High density polyethylene comp lete of self-locking model suitable for specified dia carrier pipe having specified casing pipe complete with labour and material a s per specifications and directions of Site Engineer/EIC
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-
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Insulator Rings-18"
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21206.25
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Insulator Rings-12"
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-
7623.67
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"Test Lead Point: Supply, installation, testing & commissioning of Test Lead Point (TLP) fabricated MS Sheet with hinged front door, Heavy Guage MS pi pe 100 mm nominal diameter, Phenolic laminated terminal plate, brass terminal bolts, neoprene gasket for front door, vandal proof co ncealed lock, etc as per latest revision of Standard AFC drawing (9200-99900-404-603-00 : STD-483). The work includes providing requ isite concrete foundation of 600 mm x 600 mm x 800 mm at site, including MS hard pipe for cable entry through foundation, erection o f the TLP over concrete foundation, termination of cables to the brass terminal bolts inside TLP box, jointing the cables to pipe (u sing cad welding/ pin brazing technique), repairing the damage to coat & wrap (with coating repair etc.), back filling the trenches, cleaning the site, applying epoxy paint / powder coating etc. The work also includes supply, installation, laying & termination of all XLPE, Cu cables of required length (as per site conditions) and size, lugs etc. The work includes supply and fixing of a non-cor rosive name plate containing the details like KM location, identification, TLP No., direction of flow, connection scheme, type etc., on the side of the TLP box, etc. The name plate shall also include the details of corrosion coupon wherever installed, all as per t he direction and specification detailed in the document complete with tools, tackles & other necessary requirement. The work complet e in all respects including all materials, tools, tackles, labour as per tender specifications, AFC drawings & directions of the Sit e Engineer/Engineer-In-Charge. Type D (With Ingress Protection IP:55) "
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225517.12
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Supplying & fixing GI chain link fencing (for CP station/AJBenclosure/MOV) of approx. size 3"" x 3"" diamond shape (10 guage) withho rizontal GI wire (8 SWG) at top & bottom for fixing chain link to existing structures including necessary clamps, cleat, painting, a ll labour & material etc complete as directed by Site Engineer/Engineer-in-Charge.
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90282.98
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Removing the existing chain link fencing (in CP/ Anode JCB/ MOV stationenclosure) winding in bundles, transporting and stacking in s tores asdirected by Site Engineer/ Engineer-in-Charge inclusive of labour, tools& tackles etc.
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22831.82
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Cost of Coating & Wrapping refurbishment on diffrent size pipes section / welded Leak clamp / or adajacent to sleeving or on sleeve with owner supplied Cold applied tape as per specifications /directions specified in SCC in all respects. Work includes removal of o ld coating, pipe cleaning by sand blasting, primer application, coating application ( Inner & Outer). Payment shall be made dependin g upon pipeline size as per following separate pipeline sizes.
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-
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Coating & Wrapping-18"
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-
106598.84
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Coating & Wrapping-12"
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-
287065.68
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Coating & Wrapping-10"
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-
59837.8
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Coating & Wrapping-8"
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-
47870.24
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Painting / Lettering Works on steel or other metal surface at height up to 10 m, with best quality Primer and Paint, including smoot hening surface by sand papering etc. Complete with All Materials, Labor, Tools, Equipment
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-
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Application of Two or more coats of any shade of Synthetic Enamel Paint
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26000.12
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Letter Writing- Lettering of any Font size, type, language, etc. for Monograms / Symbols / Diagrams / References / Instructions / Ar t Work /Slogan / Messages, etc. by application of two or more coats of sythetic enamel paint of any shade.
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207444
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Centering and Shuttering to prevent Earth Collapse of Excavated Pit / Trench: Providing and fixing Centering and shuttering includin g strutting, propping etc. and removal of form, with double scaffolding system (cup lock type) and MS centring plates (with bolting arrangement) all - around inner side of excavated pit to retain the earth and prevent collapsing of trench. Cup Lock made with 40 m m dia M.S. tube, placed 1.5 meter centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. t ube challis, M.S. clamps. MS Shuttering Plates should be connected with nut bolt system to each other and these are tied (with the outer face of the erected scaffold structure) cup lock scaffolding by MS binding wire. The scoffolding system shall be stiffened wi th bracings, runners at required locations with essential safety features for the workmen etc., complete as per directions and appro val of Engineer - in - charge. Same items are to be removed, after completion of the of the requirement of the same. This shall al so include, transportation, material handling equipment, manpower, tools whatsoever requied for the job and duration of installed st ructure in the trenach, shall be as required for safe completion of the job as per IOCL'S descrition. The elevational area of the s caffolding shall be measured for payment purpose.
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43329.6
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Supply & Installation of Rain Proof Water Shed by Tarpouline & Bomboo structure and removal of the same, as per job requirement and as per IOCL discretion. This shed is to be erected for preventing entrance of Rain Water from sky into the trench. Measurement of this SOR, shall be as per surface Ground area covered at actual by erectred shed
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78393.3
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"Hydrotesting of Mainline Pipes - Taking pipe from owner's stocking point with the help of suitable lifting arrangement (Hydra/ Crane) and putting on wooden slippers and bags etc. at testing area. Fitting/ Welding of pipes in desired length as per specification & direction with E-6010/E-7018 elect rodes, Welding of suitable blinds on open end of test pipe section, fitting of all attachments for filling of water, air bleeding, c alibrated pressure gauge installation, pressurisation machine etc. by providing all required material, instruments, pressure testing machine for succesful completion of hydrotesting of pipes. All safety precautions shall be taken and observed by the contractor thr oughout the work & testing. Testing shall be done at pressure as decided by owner (1.25 times of design pressure) during testing tim e for a period of four (4) hours / as decided by owner. After completion of the hydrotesting, pipes shall be cut and suitable machin ing shall be done to restore its original shape/ contour e.g. bevelling of open ends by grinding etc. In no case coated section shal l be damaged by the contractor the reason whatsoever. Subsequent upon hydrotesting and making pipes in original shape, contour etc., the pipes shall be stackedat locations desired in a safe manner on wooden slippers/sand bags etc after one coat of primer on uncoat ed pipe and with bevel protector at each end. Only pipes shall be supplied by owner to the contractor. All other machines, materials , blinds (16 MM MS Cap), instruments, fittings, labour, water etc. shall be arranged by the contractor for successful completion of the work. Date of hydrotesting, hydrotesting pressure, duration of testing, length of pipe, Grade & thickness of pipe shall be writt en by the contractor with synthetic enamel paint on pipe. The work shall be conducted in a best work manship manner and as per instr uction of EIC/Site Engineer."
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-
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Hydrotesting of Mainline pipes-18"
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-
133735.48
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Hydrotesting of Mainline pipes-12"
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-
267131.59
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Hydrotesting of Mainline pipes-10"
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-
108695.35
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Hydrotesting of Mainline pipes-8"
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-
88285.3
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"Measurement of earthing resistance in the station including transportation of earthing electrodes, cables etc. from stores to site, drawing the same into the ground at different points for measuring the earth resistance. The job includes the supply of conne cting leads, clamps etc. All complete with labour and materials as per drawings, specifications and directions of the Engineer-in-Ch arge. NOTE Measuring instruments to be supplied by the Owner."
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259920.96
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For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittin gs wherever required including the cost of EPDM rubber/ neoprene gasket required. [Note: Fittings shall be paid for separately] :
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-
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Powder coated aluminium (Minimum thickness of powder coating 50 micron)
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72070.86
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Providing and fixing panelling or panelling & glazing for panelled or panelled & glazed shutters (25 mm to 40 mm thick shutters) for doors, windows and clerestory windows [Note: Area of opening for Panel inserts/ Glass panes excluding portion inside grooves or reb ates shall be measured for payment] :
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-
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Float Glass Panes - 5.5 mm thick (weigth not less than 12.5 Kg/SQM)
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-
139625.86
... More
Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
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-
425119.96
... More
Providing and laying factory made chamfered edge interlocking Cement Concrete paver blocks in foot path, park & lawns driveway or li ght & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in req uired colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver b locks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & directions of the Engineer-in-Charge :
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-
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M-35 Grade- 60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern.
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-
350134.32
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STEEL WORK :
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-
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Steel work (rolled/built up section)- Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using r olled/ built up sections for truss, claddings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cutting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts , washers, sleeves etc. including preparation of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with two coats of epoxy paint "EPILUX 155 High Build Enamel over a coat o f "EPILUX 610" Primer of M/s BERGER or any other approved equivalent make as per manufacturer’s recommendation, complete in all resp ects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer- in-Charge. (Excluding the cost of concrete work).
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307452.49
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Barbed Wire fencing- G.I. Barbed Wire Fencing with angle iron post placed at required distance embedded in cement concrete blocks, e very 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided wit h horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 Kg/100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. [Notes: (1) Cost of posts, struts, earth work and concrete work to be paid for separately. (2) Payment to be made per metre cost of total length of barbed wire used].
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50244.4
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Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to m atch the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) :
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-
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Medium shade pigment using 50% white cement 50% Grey cement
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-
291334.92
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Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the Manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 ce ment : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joints with white cement and matching pigments etc., complete :
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-
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Size of Tile 600x600 mm
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-
989730.9
... More
Neat cement punning.
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-
82777
... More
POP putty over plastered surface- Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
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518964
... More
Chicken wire net at RCC-Masonry junction- Providing & fixing galvanized chicken wire net 20 Gauge, 20 mm mesh size in plastering wor k at the junction of RCC Columns/ Beams & brickwork as directed by the Engineer-in-Charge.
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141505.6
... More
BOUNDARY PILLARS- Providing and installing RCC (1:1.5:3) boundary pillars as per drawings on both edges of the ROW at 250 metres int erval and at every turning point and/or as directed, including supply of all materials necessary for the fabrication of the pillars, casting and inscribing the pillars, excavation of earth, fixing the pillars & backfilling, applying two coats of oil paint over one coat of cement based primer on exposed surface and work, labour, inputs & materials/ consumables necessary to perform and complete the work in all respect under the contract and as per directions of Site Engineer.
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-
834467.68
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Filling empty Cement bags with dry earth, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags.
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6768.48
... More
Payment for arranging PPEs/ Uniform/ Gum boots/ Rain Coat/ Searchlight/ Internet charges for biker guards. (Unit EA signifies- per g uard per month)
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188724.48
... More
Painting: Supply and application of paint including all labours, tools, tackles, equipments and consumables shall be in the scope o f contractor. The painting system shall be as follows:- Manual cleaning using hand tool cleaning including removal of oil, grease Fi rst Coat: High build, self priming, rust encapsulating polyamido amine cured epoxy mastic coating (80%min.solid by vol.) with 100 mi crons DFT (min) by spray application. Second Coat: One coat of Epoxy MIO (80% min. solid by vol.) with 100 microns DFT (min) by spr ay application. Third and Fourth Coat: Recoatable acrylic isocyanate aliphatic Polyurethane coat (50% min. solid by vol.) with each coat 50 microns DFT (min) by spray application (Gloss retention minimum 80 % under 1000 hours of QUV B lamp).
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33152.1
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Hiring charges of sound system with operator including microphone, box, mic etc and arranging its in proper manner including all mat erials, labours, tools & trackles, transportaion etc completed in all respect as per advice by EIC/Site EngineerThe SOR is inclusiv e of all cost of supply and services as mentioned in general note for completion of work. (1 EA=1 DAY)
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26521.26
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Hiring charges of good quality table with cover and arranging its in proper manner including all materials, labours, tools & trackl es, transportaion etc completed in all respect as per advice by EIC/Site EngineerThe SOR is inclusive of all cost of supply and s ervices as mentioned in general note for completion of work.
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5234.48
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Hiring charges of good quality chair with cover and arranging its in proper manner including all materials, labours, tools & trackl es, transportaion etc completed in all respect as per advice by EIC/Site Engineer.The SOR is inclusive of all cost of supply and services as mentioned in general note for completion of work.
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23263.7
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Organizing offsite mockrill/ village awarness program/Mainline security meeting outside the premises of IOCL station: The SOR is inc lusive of all cost of supply and services as mentioned in general note for completion of work. Providing and setting up good qualit y and safe pandle including all materials, labours, tools & trackles, transportaion etc completed in all respect as per advice by EIC/Site EngineerThe SOR is inclusive of all cost of supply and services as mentioned in general note for completion of work.
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46539.2
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Supplying sapling (grafting) at awareness program location in mainline as advised by EIC/Site Engineer. Unit is Rs per sapling.The S OR is inclusive of all cost of supply and services as mentioned in general note for completion of work. lemon/guava/java apple-mango /black jamun or any other equivalent plant
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116324.4
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Providing for cost of fuel and other maintenance charges for bike for site verification of PIDWS alarm. The cost shall be calculated based on Kms run by Bike. The starting and end Kms of verified site /last verified site/ returning to starting location Odometer sh all be sent to PIDWS monitoring team/ QRT/control room with photographs having date, time and GPS co-ordinates. Payment shall be mad e only after sending photograph of site with date, time and GPS co-ordinates and upon confirmation of PIDWS monitoring team. Timing of site verification is from 0500 hrs to 1300 hrs and 1300 hrs to 2100 hrs or as instructed by EIC/ Site Engineer. In case of disput e in calculation of distance, decision of EIC/ Site Engineer shall be final.
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992332.8
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Contractors Profit on Providing personnel (Semi-Skilled manpower) for PIDWS (pipeline intrusion and detection warning system) site v erification by bike at ERPL Mourigram for 50 Kms range or as instructed by EIC/ Site Engineer. The Bike personnel shall have proper Bike with valid Registration, Driving License, Helmet, Gloves and other protective gears during driving of Bike. The Contractor sha ll ensure proper Insurance of Bike Personnel.
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802200.28
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Fixed:Providing personnel (Semi-Skilled manpower) for PIDWS (pipeline intrusion and detection warning system) site verification by bike a t ERPL Mourigram for 50 Kms assigned stretch or as instructed by EIC/ Site Engineer. The Bike personnel shall have proper Bike with valid Registration, Driving License, Helmet, Gloves and other protective gears during driving of Bike. The Contractor shall ensure p roper Insurance of Bike Personnel. Wherever necessary, bike personnel shall walk upto the site for alarm verification.
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5348001.9
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Supplying empty cement bags in good condition.
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6372
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Removal of Pilferers appurtenances over mainline pipe, work includes removal of all fitted or welded fittings over mainline pipe by filing / Cutting by machine and smoothening of pipe surface for proper fitment of leak clamp including arrangement for temporary ar rest of leakage from pilferage point to enable positioning of leak clamp. Cost includes charges of the DG machine cutter/ grinder co mplete in all respect as per direction of EIC /Site Engineer complete in all respect.
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69984.76
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Hire charges for mobilisation of tanker of capacity 12/20KL at mainline leak/ pilferage site for a maximum of 3 days per site includ ing charges for labour, toll, fuel etc.
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194672.51
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"Plugging of underground piping: After cutting of pipe, air bag/ foam pig (supplied by the Contractor) shall be installed inside pip e at open end followed by mud plugging (with use of bentonite powder) as per the instructions of Engineer-in-Charge/ Site Engineer i ncluding supply of all required mud plugging material, manpower, equipments, tools, tackles, materials, consumables etc. for complet ion of work in all respects as per tender specifications and as per instructions of Engineer-in-Charge/ Site Engineer. Supply of HIGH DENSITY FOAM PIG 8"""
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7437.09
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Supply of HIGH DENSITY FOAM PIG-10"
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10055.65
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Supply of HIGH DENSITY FOAM PIG-12"
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13918.78
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Supply of HIGH DENSITY FOAM PIG-18"
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58523.61
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Supply of balloon/air bag for plugging as per specfications 8"
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267607.24
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Supply of balloon/air bag for plugging as per specfications 10"
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246825.06
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Supply of balloon/air bag for plugging as per specfications-12"
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264100.31
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Supply of balloon/air bag for plugging as per specfications-18"
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463066.24
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Inspection of the defect with ultrasonic flaw detector with valid calibration certificate the person taking the measurement or engag edfor inspection should be at least a ASNT Level-II certification holder.The report should include sketch showing detailed defect di mension & position on the pipe along with calibration certificate of ultrasonic flawdetector.Party may hire this service from establ ished firm engaged in this type of specilaized inspection. Note: Inspections carried out in 1 pipe length i.e 12 m shall be consider ed as single quantity.
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110905.25
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Phased Array Ultrasonic Testing of ERW pipe defects (complete one full length pipe 10.75' dia) by qualified and experienced technici an using Phased Array Ultrasonic Instrument (calibrated) and Probe as per procedure mentioned in work specification including mobili zation, demobilization of NDT equipments, supply of all consumables, making arrangement for inspections in ditch (cleaned pipe surfa ce and gap under pipe required for inspection shall be provided by the IOCL's contractor), labourers, inspection personnel, submis sion of reports etc. to complete the work in all respect as per technical specifications and direction of site engineer/EIC (One pip e length shall be scanned for each anomaly or clustered anomalies and measurement of work shall be taken as EA for one pipe length o f 12.5 metres scanning)
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55727.29
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HOOK-UP WITH EXISTING PIPELINE: Carrying out hook-up of the newly laid pipeline section with the operating Mainline section on eithe r sides to match the site requirement, welding, carrying out 100% radiography, field joint coating, holiday detection and making thr ough the pipeline etc. complete in all respects as per specifications and directions of Engineer-in-Charge.
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833490.64
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Shifting of oil soaked soil from the leak/ pilferage/burst site to other location with a range for below in all respcect as per dire ction of Site engineer. 0-50 KM
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17668.14
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Shifting of oil soaked soil from the leak/ pilferage/burst site to other location with a range for below in all respcect as per dire ction of Site engineer.-50-100 KM
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31520.87
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Shifting of oil soaked soil from the leak/ pilferage/burst site to other location with a range for below in all respcect as per dire ction of Site engineer.-100-150 KM
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45401.21
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Charges for shifting of retrieved petroleum product from mainline leak/pilferage site in ROW to nearest IOCL pumping station/ instal lation per trip of 12/20KL tanker.
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162842.01
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Providing & Maintaining Emergency Response Vehicle (ERV) (Mainline Maintenance vehicle- contractor owned): Providing an Emergency Re sponse Vehicle (ERV) with one driver and one skilled helper along with emergency tools & equipment as per Annexure H. The Contractor shall maintain an establishment at his own cost & expenses for accommodating ERV near Mourigram / Rajbandh or as directed by EIC. T he ERV shall be kept available on 24x7 basis for handling of emergencies in mainline such as leak/ pilferage/ wash out/ Disruption i n CP system/ or any other emergency. The Contractor shall deploy, maintain and utilize ERV along with required competent manpower as per requirement or as directed by the Engineer-in-Charge. The ERV should report at site within estimated time after getting informa tion from EIC & Site Engineer. The estimated time will be informed by EIC to contractor through E-mail/Letter/Phone.
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10597783.53
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Quick Repsonce Team: Monthly charges for providing Quick Response Team (QRT) with vehicle as detailed in Annexure D. The normal duty hours for the QRT crew and vehicle shall be 8 hours. However, the team shall render the services round the clock as per the require ment of the Owner. The rate also include providing and maintaining 01 no. vehicle for QRT (4Wheel drive) (Mothly Run 2000 KM). QRT s hall always remain alert and shall remain in touch with pipeline operation group, mainline maintenance group so as to immediately ac t upon to tackle any emergency in mainline. The leak clamps, sleeves, coating materials and other IOCL supplied materials to be shif ted from Owner designated location to the site through this utility Vehicle without any extra cost. QRT shall proceed to emergency s ite anywhere as per stretch under work immediately after report of emergencies along with fully equipped ERV. The Contractor shall m aintain an establishment at his own cost & expenses for accommodating QRT facilities near Mourigram/Rajbandh or as directed by EICal ong with telephone and mobile facilities for all team members for un-interrupted communication. No extra payment shall be made for Q RT and vehicle other than this SOR Item. QRT personnel can also be used for regular maitnenance work at stations of HMRBPL. IOCL emp loyee shall also use QRT vehicle for regular maintenance work/ROW visit/Surprise check of mainline as per the requirement of IOCL. The Contractor shall have to pay minimum wages to the personnel as prescribed by Central Government from time to time.
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6826874.42
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Payment/deduction towards extra/less kilometer run above/less 2000 kms monthly for QRT vehicle
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15576
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Providing & supplying watchman at site for security of pipeline as well as equipment at odd hours as per the direction of SiteEngine er/Engineer-In-Charge.
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108833.76
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Preparation of half cut sleeves by taking MS pipes from owner's store at Raghudevpur/Durgapur/Mahishrekha (pipe will be supplied by the Owner). The pipe is to be cut into halves of required length (0.5m to 2.0m) and its internal surface shall be matched with carr ier pipe's OD mechanically, transporting the prepared sleeves to site including loading and unloading. Welding of half cut sleeves: Mounting half cut sleeves on pipe over pitted sections and fitting of clamps on the sleeves to achieve desired fitment for welding. Welding of sleeves in both longitudinal and circuferential ends with electrodes of make- Bohler or Esab or Lincoln or approved equ ivalent make of specific grade as per technical specifications of tender, inspection of the weld after root pass by Dye penetrant t est (Consumables for DP test shall be supllied by contractor) etc. required to complete the work in all respect as decided and direc ted by the owner complete in all respect. Item cost includes providing and supply all required manpower, generator, grinding & weldi ng machine, other required machinery, consumables etc. as per direction of EIC/ Site Engineer. This item will be operated as per the need. Payment shall be made as per length of welding.
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1036533.24
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Welding and Fitting of Leak clamp / weld plus end : Fitting and Welding of leak clamp / weld plus end of length maximum upto 1000 m m, over mainline pipe with all tools tackles, welding machine and qualified welder under the direction and supervision of site engin eer. Welding charges include fuel charges for the DG Machine, charges of the welder and helpers, cost of EIC's apporved welding rods etc. complete in all respect. Welding of leak clamp includes welding circumferentialy and longitudinaly including welding of fasten ers (nuts &bolts), Testing of welding integrity with Dye Penetration (DP) test (Consumables for DP test shall be supllied by contrac tor) complete in all respect as per direction of EIC/ Site Engineer/Site Representative.
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114563.49
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Painting of valve fencing & valve (above ground portion): Cleaning with Wire brush, surface preparation and applying single coat of red oxide primer followed by two coats of approved enamel paint for valve fencing as per requirement, reconditioning of "prohibited area board" involving its cleaning, painting and letter writing. Item includes cost of transportation, cost of labour, paint, tools and tackles complete in all respect as per the direction of EIC/ Site Engg.
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73978.92
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Hire Charges for Labour for miscellanoeous works like loading and unloading mainline equiipment like Leak clamps, weld + ends, any o ther station maintenance works etc.: Labour charges under this item will be made only for work carried out other than work mentioned in other SOR items of the tender and as per direction of Engineer-in-Charge. Unit per day is shift of 08hours.
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369576
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Extraction of driven sheet piles carefully by chain pulley block and rope drum or equivalent arrangement, stacking at site at a suit able location witin a lead of 100 metre from the site of work as per direction of the Engineer-in-charge.
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148580.88
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