Indian Oil Corporation Limited-IOCL has published Operation And Maintenance Of Wtp , Stp , Bio Gas Plant , Stp Treated Water Lawn Irrigation System At Refinery Township And Cisf Colony , Reservoir Pumping At Paradip Refinery , Paradip , Odisha. Submission Date for this Tender is 07-12-2019. Bio Gas Plant Tenders in Paradip Odisha. Bidders can get complete Tender details and download the document.
| Name of Work: Operation and Maintenance of WTP, STP, Bio Gas Plant, STP treated water lawn irrigation system at Refinery Township and CISF colony, Reservoir Pumping at Paradip Refinery, Paradip, Odisha | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 10 | GROUP-A - FIXED COST O & M of WTP, STP | Item 00010 | ||
| 2 | 10.1 | Group-A | Item 10.10 | ||
| 3 | 10.2 | Providing manual operation service of WTP (water treatment plant), STP (sewage treatment plant), CISF pump house, lawn irrigation system of STP treated water and Reservoir pumping station for water supply and sewage treatment in shift wise (three shift including general shift & reliever) ensuring reaching of drinking water to overhead tanks provided in the quarter by physical checking at last one tank in each sector in each shift & to be recorded in log book everyday with all necessary stepwise operation as mentioned below In WTP: (a) Operation of clariflocculator, sludge transfer pump, operation of sludge disposal valves. (b) Chemical dosing with 10 dosing pumps including flush mixture & post chlorination. (c) Supply of filter water with pumping IOCL Township & CISF colony. (d) Operation of back wash pumps, valves etc. as per requirement. (e) Checking of lube oils & grease of all pumps, motors, etc every day. (f) Operation of all valve chambers located inside township for drinking water supply, if required. In STP: (a) Operation of lift pump house PH (I), PH (II), PH (III), including operation of raw water. (b) Operation of raw sewage pumps, aerators, clarifiers, pumps for sludge transfer & treated sewage Pumps, etc. (c) Checking of lube oils & grease of all pumps, motors, Reservoir Back pumping & hook-up point valve Operation at Refinery site: (a) Operation of pumps, valves, motors etc. (b) Checking of lube oils & grease of all pumps, motors, etc. CISF area: (a) Operation of pumps, valves, motors etc in sewage lifting pump house & drinking water supply pump house. (b) Checking of lube oils & grease of all pumps, motors, etc. Lawn Irrigation system of STP Treated water (a),,Operation of pumps, valves for different location wise for lawn irrigation system. (b),,Operation of back wash pumps, valves etc. as per requirement. (c),,Checking of lube oils & grease of all pumps, motors, etc every day Fountain Operation and checking of five numbers of Fountain at PDR Township: - (a) Operation of pumps, valves, motors etc. (b) Checking & cleaning of fountain nozzle. (C) Checking of lube oils & grease of all pumps, motors, etc. Note: - For operation of all the above mentioned services, the agency has to deploy minimum 2 nos. of Supervisors, 11 nos. of skilled operators and 11 nos. of semi skilled helper on shift wise including reliever for ensuring the operation of plant for 365 days. All the jobs are to be carried out as per the direction of the EIC all complete excluding the cost of materials like polyelectrolyte, lime, alum, hypochlorite, which shall be supplied by IOCL at free of cost. Note: unit of measurement MON (service unit) means per Month, in per day three (3) shift , general shift & reliever for operation of all the above mentioned locations except CISF area, where (2)two shift & reliever.\n(Amount = 12 (mon) * 437060.24 (rate) = 52,44,722.88) | Item 10.20 | ||
| 4 | 10.3 | "Providing manual operation service of Bio gas plant in general shift and maintaining of logbook in everyday with all necessary stepwise operation as mentioned below (a) Segregation of bio-degradable waste from non-biodegradable part from the domestic waste supplied at site through other agency, carrying out necessary shredding & slurring making operation & then feeding the same into the bio gas digester. (b) Operation of all equipments associated with biogas such as bio- digester ,flare, gas receiving tank ,booster pump, shredder etc. necessary for safe & proper operation of the plant. (c) Carry out routine maintenance of moisture trap installed on the supply line including checking of health of supply line, maintaining of operation log book. Note -Unit of measurement MON (service unit) means per Month, in per day general shift & reliever for operation of all the above mentioned locations. Agency has to deploy minimum 1 no of skilled operator."\n(Amount = 12 (mon) * 21108.68 (rate) = 2,53,304.16) | Item 10.30 | ||
| 5 | 10.4 | Mechanical Maintenance of WTP & STP at Township, CISF Pump House, Reverse Pumping station, Raw water Trasnfer Pumps from Ex-RW Reservoir & WTP at Plant site at Paradip Refinery of IOCL at Paradip as per the Scope of Work, terms & conditions of tender and direction of Engineer-In-Charge. Note:- Unit monthly charges excluding Goods & services tax for carrying out Mechanical Maintenance of Pumps, valves & other equipments existing in WTP/STP at Township, CISF Pump houses & Reverse Pumping station & WTP at Plant Site as per the scope of work, maintenance schedule & direction of the Engineer-In-Charge involving a team of centralised maintenance crew having 1 Nos. of Highly Skilled labour and 1 No. of Skilled labour daily including 4 weekly off days in a month and three holiday (Republic Day, 2nd October & Independance Day) in a year in General Shift for 8 hours duration from 08:00 AM to 05:00 PM. The work may be continued round the clock basis including holidays and weekly off/sunday in case of any emergency as per the instruction of EIC; Contractor has to provide services for the same, however extra payment for the work beyond the schedule time period or in holidays/weekly off shall be paid separately as per SOR item No.-00060 through Running bill. If any labour shall be absent in a working day due to some unavoidable reason then contractor has to arrange the replacement for him otherwise payment shall be deducted accordingly, in this regard the decision of Engineer-in-Charge shall be final.\n(Amount = 12 (mon) * 21108.68 (rate) = 2,53,304.16) | Item 10.40 | ||
| 6 | 10.5 | For 1 (one) Nos. of Skilled technician &1 (one) Nos. of Highly-Skilled technician\n(Amount = 12 (mon) * 45633.70(rate) = 5,47,604.40) | Item 10.50 | ||
| 7 | 10.6 | Attending Exigency duty for Skilled Labourer\n(Amount = 320 (HR) * 142.25 (rate) = 45,520.00) | Item 10.60 | ||
| 8 | 10.7 | Attending Exigency duty for Highly-Skilled Labourer\n(Amount = 864 (HR) *166.50 (rate) = 1,43,856.00) | Item 10.70 | ||
| 9 | 10.8 | All workers engaged by the contractor should wear uniforms and shoe of best quality and raincoat in reany season and the same only be provided by the contractor @ Rs. 1200 /- for uniform, @ Rs. 1000 /- for shoes and Rs. 500 /- for rain coat. The contractor shall provide 2 (two) pairs of uniform , 1 (one) pair of shoes and 1 (one) pair of rain coat to each labour.\n(Amount = 25 (EA) * 3900 (rate) = 97,500.00) | Item 10.80 | ||
| 10 | 20 | GROUP-B - SERVICE CHARGE on 00010 | Item 00020 | ||
| 11 | 20.1 | Group-B | Item 20.10 | ||
| 12 | 20.2 | Service charges on Group A Line no 0020( WTP, STP operation jobs) | Item 20.20 | 12 | MON |
| 13 | 20.3 | Service charges on Group A Line no 0030( Bio gas operation jobs) | Item 20.30 | 12 | MON |
| 14 | 20.4 | Service charges on Group A Line no 0050( WTP, STP Maintenance jobs) i.e. items of Group-A | Item 20.40 | 12 | MON |
| 15 | 20.5 | Service charges on Group A - Line no 60 | Item 20.50 | 320 | HR |
| 16 | 20.6 | Service charge on Group A for Attending Exigency duty for High Skilled Labour. | Item 20.60 | 864 | HR |
| 17 | 30 | GROUP-C - ALLIED JOBS | Item 00030 | ||
| 18 | 30.01 | Group-C | Item 30.10 | ||
| 19 | 30.02 | ALLIED JOBS | Item 30.20 | ||
| 20 | 30.03 | Removing the chemical sludge from sludge lagoons, neutralisation pits or similar pits, ponds or sludge reservoirs containing chemical sludge including excavating, dredging, collecting, transporting and unloading the sludge in trenches or any other area as shown within owner's premises by taking all safety precautions, removing oil spillage during transporting by spreading sand, scraping the area as directed including making temporary approach inside lagoons / ponds, taking all safety precautions as stated in job clearance permit and making the operational and lagoon / pond area approachable and clean as directed with all equipments such as JCB Excavators, dumpers, operators, cleaners etc. complete inclusive of removing earth dumped for approaching the lagoon / pond, all labourers tools and tackles etc. | Item 30.30 | 1200 | M3 |
| 21 | 30.04 | Removing algae & other deposited materials etc from wall suface & floor of all hydraulic structures of WTP & STP after sludge removal by scrapping, bleaching, washing with fresh water & making it dry by mopping with cloth preparing the surface good enough to receive fresh water with all labour, material, tools tackles, consumables etc complete as per the direction of Engineer In Charge. | Item 30.40 | 2000 | M2 |
| 22 | 30.05 | Removal of deposited sludge and other material in pump house pits, clariflocculator and sewage treated sump of STP by manual means using buckets with help of rope and pulley with all labour, material, tools tackles, consumables with proper safety equipment i.e full body harness, hand gloves, gum boot safety helmets etc. complete as per the direction of Engineer In Charge. | Item 30.50 | 200 | M3 |
| 23 | 30.06 | "Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m.lead complete (Cattle manure measured in stacks will reduced by 8% for Payment)." | Item 30.60 | 150 | M3 |
| 24 | 30.07 | Supplying of Urea ( 50kg Bag) of approved make in sealed packing in good condition including transportation loading/ unloading handing complete with all labour, tools & tackles, material as per Engineer in charge. | Item 30.70 | 10 | EA |
| 25 | 30.08 | "Mechanized cleaning & Sanitisation of water storage Tank & Sump in 6 stages. Stage 1: Mechanized Dewatering. Stage 2: Removal Of Sludge. Stage 3: High Pressure (180 bar) Washing. Stage 4: Vacuum Cleaning. Stage 5: Spray Of Anti-Bacterial, Anti-fungal Agent. Stage 6: UV Radiation Inside The Tank. " | Item 30.80 | ||
| 26 | 30.09 | For Under Ground Tanks | Item 30.90 | 6.45e+06 | L |
| 27 | 30.1 | For Overhead RCC Tanks upto capacity of 20000 Ltrs | Item 30.100 | 2e+06 | L |
| 28 | 30.11 | For Overhead RCC Tanks capacity for more than 20000 Ltrs | Item 30.110 | 2e+06 | L |
| 29 | 30.12 | For Round/ PVC OHTs: Upto 5000 Ltrs | Item 30.120 | 100 | EA |
| 30 | 30.13 | Cleaning of stainer at suction area of pumps deep inside water by manualy of reservoir pumping station making suction area good enough to surfesh water with all labour, material, tools tackles, consumables etc complete as per the direction of Engineer In Charge. | Item 30.130 | 10 | EA |
| 31 | 30.14 | Removal of floating material from Reservoir by seiving through net manually including disposal of unwanted to designated place and making surface of water free from floating materials with all labour, material, tools tackles, consumables etc complete as per the direction of Engineer In Charge. | Item 30.140 | 10 | EA |
| 32 | 30.15 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | Item 30.150 | 2000 | M2 |
| 33 | 30.16 | Surface dressing of the ground (for all kinds of soil) including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead utp 50 m and lift upto 1.5m. | Item 30.160 | 100 | M2 |
| 34 | 30.17 | Transportation of various materials by tractor trailor (capacity 2-3 cum) for following leads or part thereof including loading, unloading such as cement, sand debris, metal, earth, refractory, insulation, furniture, plants etc. all such materials from one place to another place including battery area and outside battery area all complete as per the direction of the engineer-in-charge. Note : Unit of measurement is EACH, which means rate is per trip basis. | Item 30.170 | ||
| 35 | 30.18 | Lead beyond 2 km. but upto 3 km. | Item 30.180 | 200 | EA |
| 36 | 30.19 | Lead beyond 4 km. but upto 5 km. | Item 30.190 | 200 | EA |
| 37 | 30.2 | Extra for lead beyond 5 Kms. and upto 10 Kms. (Per Km.) | Item 30.200 | 25 | EA |
| 38 | 30.21 | Extra for lead beyond 10 Kms. and upto 20 Kms. (Per Km.) | Item 30.210 | 25 | EA |
| 39 | 30.22 | Providing and laying in position Coarse sand for water treatment plant of size 1mm to 2mm with following Technical specification of sand: Effective size: 1.1 mm Uniformity Coefficient: <1.6 Bulk density: 1400-1500 kg/m3 Specific gravity: 2.5-2.7 Under size and Over size: <5% Ignition loss: <2% by wt Soluble fraction in HCL: <2% by wt Silica content: 90% minimum Wearing loss: <2% Hardness (Moh's) scale: 7 | Item 30.220 | 50 | TO |
| 40 | 40 | GROUP-D - MECHANICAL MAINTENANCE | Item 00040 | ||
| 41 | 40.001 | RECONDITIONING OF GATE, GLOBLE, CHECK VALVES OF ANY CLASS Job involves transportation of valves (any class) from owners storage location to contractor's store, identifying the repairable valves by visual inspection, opening and dismantling of valves, cleaning by rustoline or kerosene of all the components thoroughly, further inspection of internal parts in the presence of the Engineer-in-Charge, repair / reconditioning of valves by hand facing, machining, grinding, lapping etc. with all tools, tackles, replacement of missing or defective parts such as studs and nuts of gland, body hand wheel, nut bonnet, back seat bush, gland chaser and any other parts recommended by Engineer-in-Charge and finally re-assembling the valves, gland packing and testing as per API 598 / BS 5146. Painting of valve body, bonnet, yoke etc. with one coat of red oxide and two coat of heat resistant aluminium paint (special varnish medium with aluminium flakes) and wheel shall be painted with one coat of primer and two coat of black enamel paint. In case valves fail during testing, the above sequence will be repeated at no extra cost. Note: The cost of new spares shall be calculated and paid separately. | Item 40.10 | ||
| 42 | 40.002 | 80 mm | Item 40.20 | 10 | EA |
| 43 | 40.003 | 100 mm | Item 40.30 | 10 | EA |
| 44 | 40.004 | 150 mm | Item 40.40 | 10 | EA |
| 45 | 40.005 | 200 mm | Item 40.50 | 10 | EA |
| 46 | 40.006 | 250 mm | Item 40.60 | 10 | EA |
| 47 | 40.007 | 300 mm | Item 40.70 | 10 | EA |
| 48 | 40.008 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Item 40.80 | 100 | KG |
| 49 | 40.009 | Steel work welded in built up section/framed work including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. | Item 40.90 | ||
| 50 | 40.01 | In stringers, treads, landings etc, of stair cases including use of chequered plate wherever required; all complete. | Item 40.100 | 50 | KG |
| 51 | 40.011 | In gratings, frames, guard bar, ladders, railings, brackets, gates & similar works. | Item 40.110 | 50 | KG |
| 52 | 40.012 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | Item 40.120 | ||
| 53 | 40.013 | All kinds of soil | Item 40.130 | 10 | M3 |
| 54 | 40.014 | CARBON STEEL PIPING FOR NON-HYDROCARBON SERVICE (WITH WELDING ELECTRODE E-6013) Transportation of all piping items from owner's storage points to work site and / or pre-fabrication yard and to site after pre-fabrication; cutting, grinding, edge preparation of pipes and fittings, like flanges, elbows, tees, reducers etc. to match the mating edges of different thickness; fit-up, bending, welding using approved welding electrodes as per owners quality requirements etc. as per codes/specifications, drawing etc., threading, laying, erection and alignment of pipes at ground level i.e. upto a height of 5 meters on sleepers, pipe racks etc. or upto 5 meters depth in trenches; anchoring wherever required, connecting with equipment, nozzles, steam traps, strainers, orifice assemblies (including tapping upto first block valve), spray nozzles rotameters; tapping for instrument connections like pressure gauges, thermowells, sample connections, vents, drains etc. including fixing of all types of SW valves, gaskets, nuts and bolts, all inline instruments, elbows, tees, flanges, reducers, full coupling or half coupling, reinforcement pads, earthing strip wherever required; welding prefabricated shoes and supports (including alignment) as per the drawings including preparation of small bore isometrics upto 1.5 inch NB, specifications, codes etc. and as per the instructions of the Engineer-in-Charge to his entire satisfaction including supplying of all types of tools and tackles, lifting arrangements, equipment, machineries, all consumables and labour etc. to complete the work in all respects in a workman like manner including area preparation for hot jobs, area cleaning after completion of work, flushing wherever required, cleaning of pipes externally off all foreign materials like weld beads, clamps fixtures etc. used in fabrication as directed by the Engineer-in-Charge. NOTE : Proper safety arrangements for carrying out the job is under contractor's scope and the same has to be complied with as per the dire ctions of the Engineer- in-Charge. NOTE: For piping beyond 5 Mtr. elevation above and below ground piping and upto 10Mtr. rates is to be escalated by 20%. For more than 10 Mtr. but upto 15 Mtr. rates is to be escalated by 30%. For more than 15 Mtr but upto 20 Mtr. rates to be escalated by 40% respectively. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately. NOTE: For piping where TIG welding is used for root run only, the rates to be escalated by 15% and where TIG welding is used for entire joints the rates to be escalated by 20%. | Item 40.140 | ||
| 55 | 40.015 | 80 mm NB, Schedule upto 40 | Item 40.150 | 2 | M |
| 56 | 40.016 | 100 mm NB, Schedule upto 40 | Item 40.160 | 2 | M |
| 57 | 40.017 | 150 mm NB, Schedule upto 40 | Item 40.170 | 2 | M |
| 58 | 40.018 | 200 mm NB, Schedule above 20 but upto 40 | Item 40.180 | 2 | M |
| 59 | 40.019 | 250 mm NB, Schedule above 20 but upto 40 | Item 40.190 | 2 | M |
| 60 | 40.02 | 300 mm NB, Schedule above 20 but upto 40 | Item 40.200 | 2 | M |
| 61 | 40.021 | 350 mm NB, Schedule above 20 but upto 40 | Item 40.210 | 1 | M |
| 62 | 40.022 | 400 mm NB, Schedule above 20 but upto 40 | Item 40.220 | 1 | M |
| 63 | 40.023 | CS PPG JOINTS NHC ELECTD E-6013 Transportation of all piping items from owner's storage points to work site and/ or pre-fabrication yard and to site after pre-fabrication; cutting, grinding, edge preparation of pipes and fittings, like flanges, elbows, tees, reducers etc. to match the mating edges of different thickness; fit-up, bending, welding using approved welding electrodes as per owners quality requirements etc. as per codes/specifications, drawing etc., threading, laying, erection and alignment of pipes at ground level i.e. upto a height of 5 meters on sleepers, pipe racks etc. or upto 5 meters depth in trenches; connecting with equipment, nozzles, steam traps, strainers, orifice assemblies (including tapping upto first block valve), spray nozzles rotameters; tapping for instrument connections like pressure gauges, thermowells, sample connections, vents, drains etc. including fixing of all types of SW valves, gaskets, nuts and bolts, all inline instruments, elbows, tees, flanges, reducers, full coupling or half coupling, earthing strip wherever required; welding prefabricated shoes and supports (including alignment) as per the drawings, including preparation small bore isometric upto 1.5 inch NB, specifications, codes etc. and as per the instructions of the Engineer-in-Charge to his entire satisfaction including supplying of all types of tools and tackles, lifting arrangements, equipment, machineries, all consumables and labour etc. to complete the work in all respects in a workman like manner including area preparation for hot jobs, area cleaning after completion of work, flushing wherever required, cleaning of pipes externally off all foreign materials like weld beads, clamps fixtures etc. used in fabrication as directed by the Engineer-in-Charge. NOTE : Proper safety arrangements for carrying out the job is under contractor's scope and the same has to be complied with as per the dire ctions of the Engineer- in-Charge. NOTE: For piping beyond 5 Mtr. elevation above and below ground piping and upto 10Mtr. rates is to be escalated by 20%. For more than 10 Mtr. but upto 15 Mtr. rates is to be escalated by 30%. For more than 15 Mtr but upto 20 Mtr. rates to be escalated by 40% respectively. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately. NOTE: For piping where TIG welding is used for root run only, the rates to be escalated by 15% and where TIG welding is used for entire joints the rates to be escalated by 20%. NOTE: Payment of tapping points will also be made extra on joint basis, as the measurement is on joint basis. | Item 40.230 | ||
| 64 | 40.024 | 80 mm NB, Schedule upto 40 | Item 40.240 | 2 | EA |
| 65 | 40.025 | 100 mm NB, Schedule upto 40 | Item 40.250 | 2 | EA |
| 66 | 40.026 | 150 mm NB, Schedule upto 40 | Item 40.260 | 1 | EA |
| 67 | 40.027 | 200 mm NB, Schedule above 20 but upto 40 | Item 40.270 | 1 | EA |
| 68 | 40.028 | 250 mm NB, Schedule above 20 but upto 40 | Item 40.280 | 1 | EA |
| 69 | 40.029 | 300 mm NB, Schedule above 20 but upto 40 | Item 40.290 | 1 | EA |
| 70 | 40.03 | 350 mm NB, Schedule above 20 but upto 40 | Item 40.300 | 1 | EA |
| 71 | 40.031 | 400 mm NB, Schedule above 20 but upto 40 | Item 40.310 | 1 | EA |
| 72 | 40.032 | DISMANTLING OF CARBON STEEL/ ALLOY STEEL PIPING BY HOT WORK (INSULATED/ UNINSULATED) Dismantling and removal of above ground, overhead under ground (upto depth of 5m) redundant, steam traced pipelines, insulated and u ninsulated, of carbon steel / alloy steel by gas cutting or by grinder from various locations such as pipe racks, columns, pump house, vessels, heaters, heat exchangers, desalter etc. upto a height of 5 meters including, removal of insulation material, all on line instruments, fittings, flanges, valves, vents, drains, branching etc.; lowering down the same to ground level with due care so that no other piping, equipment#s, machinery#s etc. is damaged; cutting into pieces if required; segregating for reclaiming useful fittings such as bends, flanges, valves, instruments etc. by unbolting, gas cutting, cold cutting etc.; transporting and stacking the salvageable useful materials to workshop / instrument workshop/ store or as per the direction of the Engineer-in-Charge and shifting the scrap pipes etc. to scrap yard or any other location within refinery premises and completing the job as per the instructions of Engineer-in-Charge. Job also includes supplying of all types of tools and tackles, lifting arrangements, equipment, machineries, all consumables and labour etc. to complete the work in all respects in a workman like manner including area preparation, taking clearance for hot jobs, blinding and de-blinding, area cleaning after completion of work, flushing wherever required as directed by the Engineer-in-Charge. NOTE : 1. Proper safety arrangements for carrying out the job is under contractor's scope and the same has to be complied with as per the d irections of the Engineer- in-Charge. 2. Salvaging of useful fitting from redundant pipe, if done, will be paid under separate item. 3. Civil works (excavation and back filling) for underground dismantling shall be paid under separate item from Civil SOR. Note: For piping beyond 5 Mtr. elevation above and below ground piping and upto 10Mtr. rates is to be escalated by 20%. For more than 10 Mtr. but upto 15 Mtr. rates is to be escalated by 30%. For more than 15 Mtr but upto 20 Mtr. rates to be escalated by 40% respectively. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately. | Item 40.320 | ||
| 73 | 40.033 | 80 mm NB | Item 40.330 | 2 | M |
| 74 | 40.034 | 100 mm NB | Item 40.340 | 2 | M |
| 75 | 40.035 | 150 mm NB | Item 40.350 | 2 | M |
| 76 | 40.036 | 200 mm NB | Item 40.360 | 2 | M |
| 77 | 40.037 | 250 mm NB | Item 40.370 | 1 | M |
| 78 | 40.038 | 300 mm NB | Item 40.380 | 1 | M |
| 79 | 40.039 | DISMANTLING OF STRUCTURALS LIKE PIPE SUPPORT / STAIRWAY / DEVIT ETC. Removal of existing platforms / pipe supports / davits / stairways etc. along with adjacent fittings / members by cutting / debolting or by any other means without damaging the remaining unit and lowering down to the ground including erection of scaffolding, retrieving of all the usable materials and transportation to the storage point as directed by the Engineer-in-Charge. | Item 40.390 | 1 | TO |
| 80 | 40.04 | FIXING / REMOVAL OF FLANGES / BLIND FLANGES OF RATING UPTO 300# Opening / fixing etc. of flanges / blind flanges / spool pieces at the two flange joint (rating upto 300#) as and when required for elbow reversing, wedge opening etc. or any other job including handling of flanges and preparation of gaskets from the sheet including tools and tackles, consumables, supervision etc. and as per direction of the Engineer-in-Charge. | Item 40.400 | ||
| 81 | 40.041 | 80 mm | Item 40.410 | 2 | EA |
| 82 | 40.042 | 100 mm | Item 40.420 | 2 | EA |
| 83 | 40.043 | 150 mm | Item 40.430 | 2 | EA |
| 84 | 40.044 | 200 mm | Item 40.440 | 2 | EA |
| 85 | 40.045 | 250 mm | Item 40.450 | 5 | EA |
| 86 | 40.046 | 300 mm | Item 40.460 | 2 | EA |
| 87 | 40.047 | 350 mm | Item 40.470 | 2 | EA |
| 88 | 40.048 | 400 mm | Item 40.480 | 2 | EA |
| 89 | 40.049 | FABRICATION OF CARBON STEEL MITRE CUT BENDS (45 DEG. BENDS) - TWO PIECES (ONE JOINT) WITH WELDING ELECTRODE E-6013 Preparing drawings and fabrication of the 45 deg. carbon steel mitre bends (Two pieces, one joint) including transportation of materials from owner's storage points to work site and / or shop, cutting, edge preparing, welding using electrodes as per owner's quality requirements including supply of all necessary equipments,consumables, labour, tools, tackles and supervision. Work shall be carried out as per the specifications, drawings, codes, and instructions to the full satisfaction of the Engineer-in-Charge. | Item 40.490 | ||
| 90 | 40.05 | 80 mm NB, Schedule upto 40 | Item 40.500 | 2 | EA |
| 91 | 40.051 | 100 mm NB, Schedule upto 40 | Item 40.510 | 2 | EA |
| 92 | 40.052 | 150 mm NB, Schedule upto 40 | Item 40.520 | 2 | EA |
| 93 | 40.053 | 200 mm NB, Schedule above 20 but upto 40 | Item 40.530 | 2 | EA |
| 94 | 40.054 | 250 mm NB, Schedule above 20 but upto 40 | Item 40.540 | 1 | EA |
| 95 | 40.055 | 300 mm NB, Schedule above 20 but upto 40 | Item 40.550 | 1 | EA |
| 96 | 40.056 | FABRICATION OF CARBON STEEL MITRE CUT BENDS (90 DEG BENDS) - THREE PIECES (TWO JOINTS) WITH WELDING ELECTRODE E-6013 Preparing drawings and fabrication of the 90 deg. carbon steel mitre bends (Three piece, two joints) including transportation of materials from owner's storage points to work site and / or shop, cutting, edge preparing, welding using electrodes as per owner's quality requirements including supply of all necessary equipment, consumables, labour, tools, tackles and supervision. Work shall be carried out as per the specifications, drawings, codes, and instructions to the full satisfaction of the Engineer-in-Charge. | Item 40.560 | ||
| 97 | 40.057 | 80 mm NB, Schedule upto 40 | Item 40.570 | 2 | EA |
| 98 | 40.058 | 100 mm NB, Schedule upto 40 | Item 40.580 | 2 | EA |
| 99 | 40.059 | 150 mm NB, Schedule upto 40 | Item 40.590 | 2 | EA |
| 100 | 40.06 | 200 mm NB, Schedule above 20 but upto 40 | Item 40.600 | 2 | EA |
| 101 | 40.061 | 250 mm NB, Schedule above 20 but upto 40 | Item 40.610 | 2 | EA |
| 102 | 40.062 | 300 mm NB, Schedule above 20 but upto 40 | Item 40.620 | 2 | EA |
| 103 | 40.063 | 350 mm NB, Schedule above 20 but upto 40 | Item 40.630 | 2 | EA |
| 104 | 40.064 | 400 mm NB, Schedule above 20 but upto 40 | Item 40.640 | 2 | EA |
| 105 | 40.065 | FABRICATION OF CARBON STEEL REDUCERS WITH WELDING ELECTRODE E-6013 Preparing drawings and fabrication of the following specials including transportation of materials from owner's storage points to work site and / shop, cutting, edge preparing, welding, as per owner's quality requirements, including supply of all necessary equipment, consumables, labour, tools, tackles, and supervision, work shall be carried out as per the specifications drawings, codes, and instructions to the full satisfaction of the Engineer-in-charge. | Item 40.650 | ||
| 106 | 40.066 | 150 mm NB to below reducer, Schedule upto 40 | Item 40.660 | 2 | EA |
| 107 | 40.067 | 200 mm NB to below reducer, Schedule upto 40 | Item 40.670 | 2 | EA |
| 108 | 40.068 | 250 mm NB to below reducer, Schedule upto 40 | Item 40.680 | 2 | EA |
| 109 | 40.069 | 300 mm NB to below reducer, Schedule above 20 but upto 40 | Item 40.690 | 2 | EA |
| 110 | 40.07 | DYE PENETRATION TEST FOR PIPING WORKS Performance of dye penetration test including supply of all necessary materials, penetrant, developer etc. along with all equipment#s, labour, for carrying out the work as per specification & direction of engineer -in-charge at all elevations. Test has to be carried out in all metallurgy the test has to carry out on all schedules of pipes. NOTE: Since inch dia unit is not available in SAP, hence for estimate unit is to be taken as " dia. | Item 40.700 | ||
| 111 | 40.071 | For Pipes (Per Inch Dia) | Item 40.710 | 10 | " |
| 112 | 40.072 | PAINTING SYSTEM Supply All necessary materials like primer/ paint etc., preparing surfaces and application of paint/ primer only one coat system as follows, at height up to 6m and in all position including the cost of scaffolding up to 6m, labour, tools & tackles, PPE, Sundries, Electricity charges, Water charges & Other Utility Charges etc. Surface preparation, Labour charges, scaffolding with material/ SQM has been considered as (Rs.48.61 + Rs.48.61 + Rs.82.79) NOTE: 1. Surface preparation (blast clean to SA 2 1/2), labour charges, scaffolding upto 6m height with material in contractor scope has been considered in the schedule of rates. However in case of repetitive painting only labour charges will be paid. 2. Cost towards PPE, Sundries, Electricity charges, Water charges & Other Utility Charges have been considered in the schedule of rates. 3. For painting above 6m height, differential cost of scaffolding as per Mechanical SOR shall be paid extra accordingly. 4.Supply of Air: Air supply during surface preparation in the unit will be provided by IOCL free of cost but in offsite where contractor is to supply the electrical driven air compressor, the painting rates will be 15% extra and in case of supply of diesel driven air compressor, the painting rates will be 25% extra. | Item 40.720 | 1 | M2 |
| 113 | 40.073 | Proctomastic - Primer (Dy film thickness in micron (DFT 100) | Item 40.730 | 200 | M2 |
| 114 | 40.074 | Alkyd Based High Build MIO - Intermediate Paint (Dy film thickness in micron (DFT 100) | Item 40.740 | 200 | M2 |
| 115 | 40.075 | Acrylic Polyurethane Paint (Dy film thickness in micron (DFT 30) | Item 40.750 | 200 | M2 |
| 116 | 40.076 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface etc. complete. | Item 40.760 | 1 | M2 |
| 117 | 40.077 | On steel work | Item 40.770 | 500 | M2 |
| 118 | 40.078 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, thermal stability for hot & cold water supply including all CPVC plain plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer-in-charge. Connected work including cutting chases and making good the walls etc. Cement will be issued free of cost from store, Contractor has to make their own arrangement for transportation of the same from store to work site. | Item 40.780 | ||
| 119 | 40.079 | 15 mm nominal outer dia pipes. | Item 40.790 | 50 | M |
| 120 | 40.08 | 20 mm nominal outer dia pipes. | Item 40.800 | 50 | M |
| 121 | 40.081 | 25 mm nominal outer dia pipes. | Item 40.810 | 50 | M |
| 122 | 40.082 | 32 mm nominal outer dia pipes. | Item 40.820 | 50 | M |
| 123 | 40.083 | 40 mm nominal outer dia pipes. | Item 40.830 | 50 | M |
| 124 | 40.084 | 50 mm nominal outer dia pipes. | Item 40.840 | 50 | M |
| 125 | 40.085 | 62.50 mm nominal outer dia pipes. | Item 40.850 | 5 | M |
| 126 | 40.086 | 75 mm nominal outer dia pipes. | Item 40.860 | 5 | M |
| 127 | 40.087 | 100 mm nominal outer dia pipes. | Item 40.870 | 5 | M |
| 128 | 40.088 | "Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work " | Item 40.880 | ||
| 129 | 40.089 | 15 mm dia. nominal bore | Item 40.890 | 10 | M |
| 130 | 40.09 | 20 mm dia nominal bore | Item 40.900 | 10 | M |
| 131 | 40.091 | 25mm dia nominal bore | Item 40.910 | 10 | M |
| 132 | 40.092 | 32 mm dia nominal bore | Item 40.920 | 10 | M |
| 133 | 40.093 | 40 mm dia nominal bore | Item 40.930 | 10 | M |
| 134 | 40.094 | 50 mm dia nominal bore | Item 40.940 | 10 | M |
| 135 | 40.095 | 65 mm dia nominal bore | Item 40.950 | 10 | M |
| 136 | 40.096 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : | Item 40.960 | ||
| 137 | 40.097 | 25 to 40 mm nominal bore | Item 40.970 | 25 | EA |
| 138 | 40.098 | STEEL SCAFFLODING MATERIALS IN CONTRACTOR'S SCOPE The job includes transportation of scaffolding materials in contractor's scope of supply, erection of scaffolding at site covering the areas specified including providing vertical posts of pipes at inter distance of 1.5 m and horizontal numbers at a inter distance of 0.5 to 0.75 m, providing tie rods at corners to give sufficient strength to the structure, placing the wooden / steel planks / FRP gratings on top for making sufficient area. Dismantling scaffolding after completion of job and returning the scaffolding material to specified place including all tools, tackles, consumables, labours and contractor's supervision as directed by the Engineer-in-Charge 1. For measurement in SQM: 2 (length + width) X height area covered by the scaffolding is to be taken. 2. Scaffolding measurement to be done by breaking the height into parts as per height slab mentioned below and adopting respective rates against mentioned height slabs. | Item 40.980 | ||
| 139 | 40.099 | Upto 6 M | Item 40.990 | 5 | M2 |
| 140 | 40.1 | Above 6 m upto 10 m | Item 40.1000 | 5 | M2 |
| 141 | 40.101 | Above 10 m upto 20 m | Item 40.1010 | 5 | M2 |
| 142 | 40.102 | Providing and fixing gun metal gate valve with C.I. Wheel of approved quality (screwed end) | Item 40.1020 | ||
| 143 | 40.103 | 25 mm nominal bore | Item 40.1030 | 5 | EA |
| 144 | 40.104 | 32 mm nominal bore | Item 40.1040 | 5 | EA |
| 145 | 40.105 | 40 mm nominal bore | Item 40.1050 | 5 | EA |
| 146 | 40.106 | RUBBER LINING OF VESSEL, PIPE, OTHER EQUIPMENT Rubber lining of pipe / pipe fitting / vessels / tanks removal of old damaged rubber lining from the surface of vessels / tanks by scrapping, peeling, cleaning the surface by sandblasting, buffing etc. rubber lining with two layers each of 2.5mm thick including spark testing and other test, carrying out stage wise inspection, curing to attain 70 shore hardness, as per specification, standard (IS: 4682 Part-I latest edition) and instruction of Engineer-in-Charge. These also include rubber lining of manholes and nozzles of vessels / tanks. The rates are inclusive of supply of all materials like rubber lining sheets, adhesive, all other consumables, labour skilled, unskilled, tools and tackles and equipment, machinery like sand blasting machine, etc. sand for sand blasting etc. Transportation of all the materials / equipment to the worksite and back, sheet cutting, fitting, curing, testing etc. complete the work in all respects and area cleaning after completion of job. | Item 40.1060 | ||
| 147 | 40.107 | Rubber lining of vessels / tanks | Item 40.1070 | 2 | M2 |
| 148 | 40.108 | Patch repair job on vessels / tanks | Item 40.1080 | 2 | M2 |
| 149 | 40.109 | Piping / fittings / valves etc. | Item 40.1090 | 2 | M2 |
| 150 | 40.11 | OVERHAULING & REVISIONING OF DOSING PUMP The job includes pump decoupling, dismantling, opening of internal parts, inspection, replacement / rectification of internal parts, boxing up, installation at base, alignment, coupling etc. The jobs are for dosing pumps, e.g., caustic, sulphuric acid, hydrogen peroxide, alum, dope, urea, nutrient, dolomite soda ash etc. of all sizes. All tools, tackles, advanced tools, manpower and other resources to execute the job are in the scope of the vendor. After completion of work the area is to be cleaned and scrap materials are to be removed to scrapyard as per direction and entire satisfaction of the Engineer-in-charge. Note: For piping beyond 5 Mtr. elevation above and below ground piping and upto 10Mtr. rates is to be escalated by 20%. For more than 10 Mtr. but upto 15 Mtr. rates is to be escalated by 30%. For more than 15 Mtr but upto 20 Mtr. rates to be escalated by 40% respectively. | Item 40.1100 | 10 | EA |
| 151 | 40.111 | HDPE PIPE JOINTS(FABRICATION & ERECTION) Fabrication of HDPE pipe joints as per drawings / instructions of Engineer-in-Charge of heavy thickness up to 20 mm thick, cutting of pipe according to size, preparation of edge according to procedure, making of joints including mitre / flange / "T" by a qualified approved fabricator. The joints should be leaky proof. All labours, equipment, tools and tackles, consumables etc. to be arranged by the party and as directed by the Engineer-in-Charge. Note: Proper safety arrangements for carrying out the job is under contractor's scope and the same has to be complied with as per the dire ctions of the Engineer-in-Charge. Note: For piping beyond 5 Mtr. elevation above and below ground piping and upto 10Mtr. rates is to be escalated by 20%. For more than 10 Mtr. but upto 15 Mtr. rates is to be escalated by 30%. For more than 15 Mtr but upto 20 Mtr. rates to be escalated by 40% respectively. | Item 40.1110 | ||
| 152 | 40.112 | 15 mm NB | Item 40.1120 | 5 | EA |
| 153 | 40.113 | 20 mm NB | Item 40.1130 | 5 | EA |
| 154 | 40.114 | 25 mm NB | Item 40.1140 | 5 | EA |
| 155 | 40.115 | 40 mm NB | Item 40.1150 | 5 | EA |
| 156 | 40.116 | 50 mm NB | Item 40.1160 | 5 | EA |
| 157 | 40.117 | 80 mm NB | Item 40.1170 | 5 | EA |
| 158 | 40.118 | 100 mm NB | Item 40.1180 | 5 | EA |
| 159 | 40.119 | 150 mm NB | Item 40.1190 | 5 | EA |
| 160 | 40.12 | 200 mm NB | Item 40.1200 | 5 | EA |
| 161 | 40.121 | Providing, laying & jointing in position HDPE pipe conforming to IS:4984 and suitable for the respective working pressures with all fittings and accessories e.g. couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material (450mm depth and width of 300mm). (Supreme/Kisan/Prince/Oriplast/Jain/Finolex make or equivalent) | Item 40.1210 | ||
| 162 | 40.122 | 200 mm O.D pipe 8kg/cm2 | Item 40.1220 | 10 | M |
| 163 | 40.123 | 160 mm O.D pipe 6kg/cm2 | Item 40.1230 | 10 | M |
| 164 | 40.124 | 110 mm O.D pipe 6kg/cm2 | Item 40.1240 | 10 | M |
| 165 | 40.125 | 90 mm O.D pipe 6kg/cm2 | Item 40.1250 | 10 | M |
| 166 | 40.126 | 75 mm O.D pipe 6kg/cm2 | Item 40.1260 | 10 | M |
| 167 | 40.127 | Providing, laying & jointing in position PVC pipe conforming to IS: 4985:2000 and suitable for the respective working pressures with all fittings and accessories e.g. couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. jointing as per manufacturers' instruction, including earth work in excavation and refilling (Earth work includes 450mm of soil cover over the pipe and width of 300mm). (Supreme/Kisan/Prince/Oriplast/Jain/Finolex make or equivalent) | Item 40.1270 | ||
| 168 | 40.128 | 90 mm O.D pipe 6kg/cm2 | Item 40.1280 | 10 | M |
| 169 | 40.129 | 75 mm O.D pipe 6kg/cm2 | Item 40.1290 | 10 | M |
| 170 | 40.13 | 63 mm O.D pipe 6kg/cm2 | Item 40.1300 | 10 | M |
| 171 | 40.131 | 50 mm O.D pipe 6kg/cm2 | Item 40.1310 | 10 | M |
| 172 | 40.132 | 40 mm O.D pipe 6kg/cm2 | Item 40.1320 | 10 | M |
| 173 | 40.133 | Pop up Sprinklers & Accessories | Item 40.1330 | ||
| 174 | 40.134 | PP saddle 110/3" (Supreme Italy/FIP Spain/ Pimtas Turkey/Equivalent) with Sch-80 GI Pipe (Class-B) Connection of Raingun with Thrust Block (GI Fittings shall be Unik/Eq.) | Item 40.1340 | 1 | EA |
| 175 | 40.135 | Providing & Fixing of 3" Size G.M. Ball/Gate Valve for Raingun Points - Sant/Zoloto/Castle/JAI/Equivalent | Item 40.1350 | 5 | EA |
| 176 | 40.136 | Providing & Fixing of Pop up sprinkler 3/4" & 1/2'' inlet and 6 -15 mtr radius- Toro (USA)/Perrot (Germany)/Irritrol (USA) | Item 40.1360 | 10 | EA |
| 177 | 40.137 | Providing & Fixing of Pop up Swing Joint 3/4" & 1/2" for Sprinklers - Toro (USA)/Eq. | Item 40.1370 | 10 | EA |
| 178 | 40.138 | Providing and Fixing of P.P saddle tee. The body of saddle is made of Virgin polypropylene in master batch UV stabilized ,reinforcement O- rings, galvanized nut & bolts and parallel female thread (Pressure tight) - Supreme (Italy)/FIP (Spain)/ Pimtas (Turkey)/ Equivalent. | Item 40.1380 | ||
| 179 | 40.139 | PP Service Saddle 110mm x 3/4" | Item 40.1390 | 5 | EA |
| 180 | 40.14 | PP Service Saddle 90mm x 3/4" or 1/2" | Item 40.1400 | 5 | EA |
| 181 | 40.141 | PP Service Saddle 75mm x 3/4" or 1/2" | Item 40.1410 | 5 | EA |
| 182 | 40.142 | PP Service Saddle 63mm x 3/4" or 1/2" | Item 40.1420 | 5 | EA |
| 183 | 40.143 | PP Service Saddle 50mm x 3/4" or 1/2" | Item 40.1430 | 5 | EA |
| 184 | 40.144 | PP Service Saddle 40mm x 3/4" or 1/2" | Item 40.1440 | 5 | EA |
| 185 | 40.145 | PP Clamp Saddle 200mm x 2'' | Item 40.1450 | 2 | EA |
| 186 | 40.146 | PP Clamp Saddle 160mm x 2'' | Item 40.1460 | 2 | EA |
| 187 | 40.147 | PP Clamp Saddle 110mm x 2'' | Item 40.1470 | 2 | EA |
| 188 | 40.148 | PP Clamp Saddle 90mm x 2'' | Item 40.1480 | 2 | EA |
| 189 | 40.149 | PP Clamp Saddle 75mm x 2'' | Item 40.1490 | 2 | EA |
| 190 | 40.15 | Providing & Fixing of 12" Size Rectangular valve box with cover on all valves. The valve boxes shall be heavy duty plastic withpoly vinyle chloride reinforce and a green top. Toro (USA)/Dura (USA)/Irritrol (USA)/Equivalent | Item 40.1500 | 2 | EA |
| 191 | 40.151 | Providing and Fixing of Lateral line PVC Ball Valve 63mm PN10 - Supreme (Italy)/FIP (Spain)/ Pimtas (Turkey)/equivalent | Item 40.1510 | 5 | EA |
| 192 | 40.152 | Providing & fixing of a double acting Air release valve 2" made of high strength aluminium with fibre glass reinforced . The Air release valve shall be capable of both releasing and admitting air from and into the line. The working pressure shall be 10 Bars. - Plassion/Harit/Jain/Netafim/Finolex/Equivalent. | Item 40.1520 | 2 | EA |
| 193 | 40.153 | Providing & Fixing of 10" Size Round valve box with cover on all PVC Ball Valves. Toro (USA)/Dura (USA)/Irritrol (USA)/Equivalent | Item 40.1530 | 2 | EA |
| 194 | 40.154 | Providing & Fixing of self closing spring loaded quick coupling 3/4" hydrant made of brass & having self closing thermoplastic hinged lid - Harit/Jain/Neer/Equivalent | Item 40.1540 | 2 | EA |
| 195 | 40.155 | Providing & Fixing of 6" Size Round valve box with cover on all Quick Coupling Valves. The valve boxes shall be heavy duty plastic with poly vinyle chloride reinforce and a green top. - Toro (USA)/Dura (USA)/Irritrol (USA)/Equivalent | Item 40.1550 | 2 | EA |
| 196 | 40.156 | Providing & Fixing of a double acting Air release valve 2" made of high strength aluminium with fibre glass reinforced . The Air release valve shall be capable of both releasing and admitting air from and into the line. The working pressure shall be 10 Bars. -Plassion/Harit/Jain/Netafim/Finolex/Equivalent. | Item 40.1560 | 1 | EA |
| 197 | 40.157 | Providing & Fixing of 2" Pressure Gauze with glyserine field- JAI/Wika/SIP/JAIN/Automat/Equivalent | Item 40.1570 | 1 | EA |
| 198 | 40.158 | Suppling of High quality Silica sand as Filtration media made of curshed silica sand/quartz gravel of particle size 1mm to 2mm | Item 40.1580 | 500 | KG |
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