Indian Oil Corporation Limited-IOCL has published Provision Of Ethanol Facility And Underground Slop Tanks With Allied Civil Mechanical Electrical Works At Betkuchi Top Assam. Submission Date for this Tender is 01-02-2020. Natural Fuels Tenders in Betkuchi Dist Kamrup Assam. Bidders can get complete Tender details and download the document.
| Name of Work: PROVISION OF ETHANOL FACILITY AND U/G SLOP TANKS WITH ALLIED CIVIL/MECHANICAL/ELECTRICAL WORKS AT BETKUCHI TERMINAL | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | A. CIVIL WORKS | itemcode 1 | ||
| 2 | 1.01 | CIVIL WORKS FOR CONST. OF CULVERTS & ASSOCIATED JOBS WITH INST. OF TANK/PIPELINES | itemcode 2 | ||
| 3 | 1.02 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth within and outside site to unobjectionable place, disposed earth to be levelled and neatly dressed. i) All kinds of Soil | itemcode 3 | 70 | M3 |
| 4 | 1.03 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). | itemcode 4 | 70 | M3 |
| 5 | 1.04 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | itemcode 5 | 20 | M3 |
| 6 | 1.05 | i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH | itemcode 6 | 13 | M3 |
| 7 | 1.06 | Centering and shuttering including strutting, propping etc. and removal of form work for PCC i) C&S for PCC in foundations,footings,bases of column | itemcode 7 | 50 | M2 |
| 8 | 1.07 | Centering and shuttering including strutting, propping etc. and removal of form work for i) Foundations,footings,bases of columns, etc. for mass concrete | itemcode 8 | 50 | M2 |
| 9 | 1.08 | Providing and laying in position specified grade of reinforced concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm | itemcode 9 | 15 | M3 |
| 10 | 1.09 | Supply of Reinforcement for R.C.C. including straightening, cutting, bending, placing in position & binding all complete at all levels ii)Thermo Mechanically Treated Bars Fe- 500 grade, Conforming to IS1786 | itemcode 10 | 1500 | KG |
| 11 | 1.1 | Providing and laying Dry brick on edge flooring in required pattern with bricks of Class designation 75 on a bed of 12mm mud mortar including filling joints with fine\nsand complete. | itemcode 11 | 130 | M2 |
| 12 | 1.11 | Providing and laying Random rubble masonary with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand: 12 graded stone aggregate 20mm nominal size) RR Masonary in CM 1:6 (1 cement : 6 coarse sand) | itemcode 12 | 20 | M3 |
| 13 | 1.12 | Supply & filling imported earth, in plot,trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, each deposited layer by ramming and watering. | itemcode 13 | 50 | M3 |
| 14 | 1.13 | Supplying and Local sand filling within the grading zone V of fine aggregates specified in table 3.1 , clause 3.1.3 of attached specifications, in plinth, under floors etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming watering and dressing complete | itemcode 14 | 50 | M3 |
| 15 | 1.14 | Demolishing brick work manually/mechanical means including stacking of serviceable material & disposal of unserviceable material outside site at unobjectionable place & as/direction of Engineer-in-charge. | itemcode 15 | 8 | M3 |
| 16 | 1.15 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars & disposal of unserviceable material outside site at unobjectionable place& as per direction of Engineer-in-charge. | itemcode 16 | 5 | M3 |
| 17 | 1.16 | Demolishing stone masonry manually/ by mechanical means including stacking serviceable material & disposal of unserviceable material out of site at unobjectionable place and as per direction of Engineer-in-charge: | itemcode 17 | 20 | M3 |
| 18 | 1.17 | Dismantling Steel work in build up sections in angles, tees, flats channels etc. including all gusset plates, bolts nuts, cutting rivets welding etc. including dismembering and stacking within premises | itemcode 18 | 21000 | KG |
| 19 | 1.18 | Structural Steel Works: \nSupplying, transporting, fabricating, erecting Structural steel work from rolled sections and built-up sections like flats, tees, angles, channels, plates, pipes etc for various structural elements as required in POL Terminal/Depot other than in Vertical oil storage tank. \nPreparation of drawing, design & specification shall be arranged by contractor at his own cost as per guidance of IOCL. \nItem also includes painting of structural surface as per the following painting scheme:\ni. Surface preparation: St-2/St-3\nii. Primer: P3-Red oxide zinc phosphate : One Coat : DFT 30-35 µ\niii.FinishPaint: synthheticenamel (F6) finish paint 2 coats of 20-25 micron each all complete\nv. Total min DFT : 75µ\nThe items include supply of paints and other required meterial, scafolding, labours, tools and tackles etc. \nThe make of Structural Steel shall be of SAIL/Tata/RINL/Jindal/ or as per approved make. In case some small Mild Steel sections are not manufactured by SAIL/Tata, steel of other manufactuer may be used which must confirm the relevant IS code with prior approval of Engineer-In-Charge." | itemcode 19 | 21000 | KG |
| 20 | 2 | CIVIL WORKS FOR INSTALLATION OF U/G TANKS (INCL. CATWALK AND KERB WALLS) | itemcode 20 | ||
| 21 | 2.01 | Supply & filling imported earth, in plot,trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, each deposited layer by ramming and watering. | itemcode 21 | 150 | M3 |
| 22 | 2.02 | Supplying and Local sand filling within the grading zone V of fine aggregates specified in table 3.1 , clause 3.1.3 of attached specifications, in plinth, under floors etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming watering and dressing complete | itemcode 22 | 340 | M3 |
| 23 | 2.03 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidation each deposited layer by ramming and watering, within premises and lift upto 1.5m | itemcode 23 | 105 | M3 |
| 24 | 2.04 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth within and outside site to unobjectionable place, disposed earth to be levelled and neatly dressed. i) All kinds of Soil | itemcode 24 | 100 | M3 |
| 25 | 2.05 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | itemcode 25 | 26 | M3 |
| 26 | 2.06 | i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH | itemcode 26 | 40 | M3 |
| 27 | 2.07 | Centering and shuttering including strutting, propping etc. and removal of form work for PCC i) C&S for PCC in foundations,footings,bases of column | itemcode 27 | 50 | M2 |
| 28 | 2.08 | Centering and shuttering including strutting, propping etc. and removal of form work for i) Foundations,footings,bases of columns, etc. for mass concrete | itemcode 28 | 30 | M2 |
| 29 | 2.09 | Providing and laying in position specified grade of reinforced concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm | itemcode 29 | 13 | M3 |
| 30 | 2.1 | Supply of Reinforcement for R.C.C. including straightening, cutting, bending, placing in position & binding all complete at all levels ii)Thermo Mechanically Treated Bars Fe- 500 grade, Conforming to IS1786 | itemcode 30 | 1300 | KG |
| 31 | 2.11 | Providing and laying Dry brick on edge flooring in required pattern with bricks of Class designation 75 on a bed of 12mm mud mortar including filling joints with fine\nsand complete. | itemcode 31 | 65 | M2 |
| 32 | 2.12 | Providing and laying cement plaster on surfaces with Coarse sand including curing etc. i) 12mm Cement plaster of mix1:4 (1 cement: 4 coarse sand) | itemcode 32 | 210 | M2 |
| 33 | 2.13 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more over an under coat of suitable shade with ordinary paint of approved brand and manufacture. | itemcode 33 | 330 | M2 |
| 34 | 2.14 | Supplying and laying black LDPE film, (1000 MICRON/1MM thick ) as per IS 2508- 1984; joints in the film shall be heat sealed in situ during laying of the film using a 3 sealer iron and checked carefully. The material shall be bought from M/s. IPCL/ approved manufacturers.\nAnchoring the LDPE film at the periphery of the tank pad as per detailes including earthwork, brickwork in CM 1:5 below ground level using best quality chamber burnt bricks etc.& as per site instructions.\nNote: The LDPE film shall be measured for the area laid as per drawing requirements. No extra payment for the overlaps, wastages shall be made. | itemcode 34 | 1000 | M2 |
| 35 | 2.15 | Structural Steel Works: \nSupplying, transporting, fabricating, erecting Structural steel work from rolled sections and built-up sections like flats, tees, angles, channels, plates, pipes etc for various structural elements as required in POL Terminal/Depot other than in Vertical oil storage tank. \nPreparation of drawing, design & specification shall be arranged by contractor at his own cost as per guidance of IOCL. \nItem also includes painting of structural surface as per the following painting scheme:\ni. Surface preparation: St-2/St-3\nii. Primer: P3-Red oxide zinc phosphate : One Coat : DFT 30-35 µ\niii.FinishPaint: synthheticenamel (F6) finish paint 2 coats of 20-25 micron each all complete\nv. Total min DFT : 75µ\nThe items include supply of paints and other required meterial, scafolding, labours, tools and tackles etc. \nThe make of Structural Steel shall be of SAIL/Tata/RINL/Jindal/ or as per approved make. In case some small Mild Steel sections are not manufactured by SAIL/Tata, steel of other manufactuer may be used which must confirm the relevant IS code with prior approval of Engineer-In-Charge." | itemcode 35 | 800 | KG |
| 36 | 2.16 | "Structural steel work in built up sections/ framed work in gratings,frames, guard bar, ladder, railings, brackets, gates and similar worksincluding cutting,hoisting,fixing in positionJob include surface preparation by manual/wire brush cleaning, applying a primer (P3)(red oxide zinc phosphate-30-35 micron) and synthheticenamel (F6) finish paint 2 coats of 20-25 micron each all\ncomplete. " | itemcode 36 | 2400 | KG |
| 37 | 3 | CIVIL WORKS FOR INSTALLATION OF PIPELINES (INCL. SUPPORTS) | itemcode 37 | ||
| 38 | 3.01 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidation each deposited layer by ramming and watering, within premises and lift upto 1.5m | itemcode 38 | 30 | M3 |
| 39 | 3.02 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth within and outside site to unobjectionable place, disposed earth to be levelled and neatly dressed. i) All kinds of Soil | itemcode 39 | 50 | M3 |
| 40 | 3.03 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | itemcode 40 | 15 | M3 |
| 41 | 3.04 | i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH | itemcode 41 | 10 | M3 |
| 42 | 3.05 | Centering and shuttering including strutting, propping etc. and removal of form work for PCC i) C&S for PCC in foundations,footings,bases of column | itemcode 42 | 20 | M2 |
| 43 | 3.06 | Centering and shuttering including strutting, propping etc. and removal of form work for i) Foundations,footings,bases of columns, etc. for mass concrete | itemcode 43 | 10 | M2 |
| 44 | 3.07 | Providing and laying in position specified grade of reinforced concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm | itemcode 44 | 12 | M3 |
| 45 | 3.08 | Supply of Reinforcement for R.C.C. including straightening, cutting, bending, placing in position & binding all complete at all levels ii)Thermo Mechanically Treated Bars Fe- 500 grade, Conforming to IS1786 | itemcode 45 | 1200 | KG |
| 46 | 3.09 | Providing and laying Dry brick on edge flooring in required pattern with bricks of Class designation 75 on a bed of 12mm mud mortar including filling joints with fine\nsand complete. | itemcode 46 | 70 | M2 |
| 47 | 3.1 | Providing and laying cement plaster on surfaces with Coarse sand including curing etc. i) 12mm Cement plaster of mix1:4 (1 cement: 4 coarse sand) | itemcode 47 | 40 | M2 |
| 48 | 3.11 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more over an under coat of suitable shade with ordinary paint of approved brand and manufacture. | itemcode 48 | 250 | M2 |
| 49 | 3.12 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : Light Duty iv) 300 mm dia. R.C.C. pipe | itemcode 49 | 50 | M |
| 50 | 3.13 | Providing and laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen | itemcode 50 | 100 | M |
| 51 | 3.14 | Structural Steel Works: \nSupplying, transporting, fabricating, erecting Structural steel work from rolled sections and built-up sections like flats, tees, angles, channels, plates, pipes etc for various structural elements as required in POL Terminal/Depot other than in Vertical oil storage tank. \nPreparation of drawing, design & specification shall be arranged by contractor at his own cost as per guidance of IOCL. \nItem also includes painting of structural surface as per the following painting scheme:\ni. Surface preparation: St-2/St-3\nii. Primer: P3-Red oxide zinc phosphate : One Coat : DFT 30-35 µ\niii.FinishPaint: synthheticenamel (F6) finish paint 2 coats of 20-25 micron each all complete\nv. Total min DFT : 75µ\nThe items include supply of paints and other required meterial, scafolding, labours, tools and tackles etc. \nThe make of Structural Steel shall be of SAIL/Tata/RINL/Jindal/ or as per approved make. In case some small Mild Steel sections are not manufactured by SAIL/Tata, steel of other manufactuer may be used which must confirm the relevant IS code with prior approval of Engineer-In-Charge." | itemcode 51 | 2000 | KG |
| 52 | 4 | FABRICATION AND ERECTION OF TT DECANTATION SHED WITH RCC PLATFORM | itemcode 52 | ||
| 53 | 4.01 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth within and outside site to unobjectionable place, disposed earth to be levelled and neatly dressed. i) All kinds of Soil | itemcode 53 | 50 | M3 |
| 54 | 4.02 | Supplying and Local sand filling within the grading zone V of fine aggregates specified in table 3.1 , clause 3.1.3 of attached specifications, in plinth, under floors etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming watering and dressing complete | itemcode 54 | 30 | M3 |
| 55 | 4.03 | Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering - All work up to plinth level : vi)1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 40mm) | itemcode 55 | 1.5 | M3 |
| 56 | 4.04 | Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering - All work up to plinth level : iii)1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) | itemcode 56 | 8 | M3 |
| 57 | 4.05 | Providing and laying in position specified grade of reinforced concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm | itemcode 57 | 45 | M3 |
| 58 | 4.06 | Centering and shuttering including strutting, propping etc. and removal of form for : i) Foundations,footings,bases of columns, etc. for mass concrete | itemcode 58 | 200 | M2 |
| 59 | 4.07 | Supply of Reinforcement for R.C.C. including straightening, cutting, bending, placing in position & binding all complete at all levels ii)Thermo Mechanically Treated Bars Fe- 500 grade, Conforming to IS1786 | itemcode 59 | 4500 | KG |
| 60 | 4.08 | Providing and laying Brick work with bricks of class designation 75 Including Scaffolding : i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH | itemcode 60 | 2 | M3 |
| 61 | 4.09 | Providing and laying Dry brick on edge flooring in required pattern with bricks of Class designation 75 on a bed of 12mm mud mortar including filling joints with fine sand complete. | itemcode 61 | 100 | M2 |
| 62 | 4.1 | Providing and laying cement plaster on surfaces with fine sand including curing etc. i) 12 mm cement plaster of mix1:4(1 cement: 4 fine sand) | itemcode 62 | 20 | M2 |
| 63 | 4.11 | Applying one coat of cement primer of approved brand and manufacture on wall surface : | itemcode 63 | 20 | M2 |
| 64 | 4.12 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more over an under coat of suitable shade with ordinary paint of approved brand and manufacture. | itemcode 64 | 250 | M2 |
| 65 | 4.13 | Demolishing cement concrete manually/ by mechanical means including disposal of material outside premises at unobjectionable and as per direction of Engineer - in - charge. i) 1:3:6 or richer mix | itemcode 65 | 1 | M3 |
| 66 | 4.14 | Demolishing brick work manually/mechanical means including stacking of serviceable material & disposal of unserviceable material outside site at unobjectionable place & as/direction of Engineer-in-charge. | itemcode 66 | 1 | M3 |
| 67 | 4.15 | Supplying and fixing MS foundation bolts with necessary GI nuts and washers of specified sizes,all conforming to relevant Indian Standards and as approved by Engineer-in-charge : v) 25mm dia x 1000mm long with 100 mm dia x 8 mm thick plate | itemcode 67 | 45 | EA |
| 68 | 4.16 | Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match 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). | itemcode 68 | 20 | M2 |
| 69 | 4.17 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed pipes. iii) 160 mm diameter PVC Rain water pipe | itemcode 69 | 14 | M |
| 70 | 4.18 | "Providing & fixing Galvalume steel profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of bare metal thickness 0.50mm with all nuts/ bolts as per ASTM A446 having yield stress of 275mpa, surface shall have hot dip metallic coating of Aluminium Zinc alloy comprising of 55% aluminium,43.5% zinc & 1.5% silicon, with 5-7 micron epoxy primer and polyester top coat of 15-18 micron on both sides,total coated thickness(TCT) of 0.58mm.Sheet shall have protective guard film of 25 microns minimum to avoid scratches while transportation & should be supplied in single length up to 6m or as desired by Engineer-in-charge.\nNote:\nMeasurement shall be on total area completed and overlaps shallnot be\nconsidered.The job will be carried out at a height of more than3m. Hence all\nneccessary safety standard shall be followed. " | itemcode 70 | ||
| 71 | 4.19 | Profile Sheet for roofing/vertical side | itemcode 71 | 90 | M2 |
| 72 | 4.2 | Plain Sheet for Ridges (500 - 600mm). | itemcode 72 | 12 | M |
| 73 | 4.21 | Plain Sheet for Gutter .(600 mm over all | itemcode 73 | 12 | M |
| 74 | 4.22 | Providing , fixing /installation and testing of Double Harness Fall Arrestor Systemconsisting of Shock absorber with tensioner, Wire rope 8 mm dia SS 316,Cable Extremity 8 mm dia SS 316 with extremity plates, Carriage Body orTraveller SS 316, Anti-static Full harness, Retractable block SS 316 for TT Checking Platform as per enclosed specification & drawings. Note: The MS structural members required for installation of FallArrestor system shall be paid under respective item of the priceschedule.The system to be supplied ,installed and tested as per data sheet." | itemcode 74 | 1 | SET |
| 75 | 4.23 | Providing , fixing /installation testing and commissioning ofRetractable Platform (1 + 4) MOC: Aluminium as per enclosed specifications &drawing.The system to be supplied\n,installed and tested as per data sheet." | itemcode 75 | 1 | EA |
| 76 | 4.24 | Structural Steel Works: \nSupplying, transporting, fabricating, erecting Structural steel work from rolled sections and built-up sections like flats, tees, angles, channels, plates, pipes etc for various structural elements as required in POL Terminal/Depot other than in Vertical oil storage tank. \nPreparation of drawing, design & specification shall be arranged by contractor at his own cost as per guidance of IOCL. \nItem also includes painting of structural surface as per the following painting scheme:\ni. Surface preparation: St-2/St-3\nii. Primer: P3-Red oxide zinc phosphate : One Coat : DFT 30-35 µ\niii.FinishPaint: synthheticenamel (F6) finish paint 2 coats of 20-25 micron each all complete\nv. Total min DFT : 75µ\nThe items include supply of paints and other required meterial, scafolding, labours, tools and tackles etc. \nThe make of Structural Steel shall be of SAIL/Tata/RINL/Jindal/ or as per approved make. In case some small Mild Steel sections are not manufactured by SAIL/Tata, steel of other manufactuer may be used which must confirm the relevant IS code with prior approval of Engineer-In-Charge." | itemcode 76 | 9240 | KG |
| 77 | 4.25 | "Structural steel work in built up sections/ framed work in gratings,frames, guard bar, ladder, railings, brackets, gates and similar worksincluding cutting,hoisting,fixing in positionJob include surface preparation by manual/wire brush cleaning, applying a primer (P3)(red oxide zinc phosphate-30-35 micron) and synthheticenamel (F6) finish paint 2 coats of 20-25 micron each all\ncomplete. " | itemcode 77 | 1500 | KG |
| 78 | 4.26 | Fire Screen-Designing, supplying,fabricating,welding, bolting, riveting, assembling and erecting in position temporary required local 8.0 M highfire screen wall aound the tank with GI sheets with cross supports etc as per alignment shown by site Engineer, maintaining same till the completion of entire work and dismantling the entire screen wall carting away the dismantled materials from site redoing the entire existing surface to the original condition etc complete.The 8M high fire screen wall including the foundation is to be designed and approved by a '' licensed structural Engineer'' and should be suitable for local soil bearing capacity, wind speed etc. | itemcode 78 | 150 | M2 |
| 79 | 4.27 | FIRE SCREEN-Erecting temporary mobile fire screen wall around the place where hot works is carried out using GI sheets or non-flammable asbestos sheets. Payment will be made for total area of sheets provided. The screen needs to be moved from place to place at no extra cost. | itemcode 79 | 20 | M2 |
| 80 | 5 | DISMANTLING OF DYKE WALL AND RE-DOING AFTER COMPLETION OF CONSTRUCTION | itemcode 80 | ||
| 81 | 5.01 | Demolishing brick work manually/mechanical means including stacking of serviceable material & disposal of unserviceable material outside site at unobjectionable place & as/direction of Engineer-in-charge. | itemcode 81 | 5 | M3 |
| 82 | 5.02 | Providing Brick work with Class Designation 50 bricks in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH | itemcode 82 | 5 | M3 |
| 83 | 5.03 | Providing 12 mm cement plaster of mix1:4(1 cement: 4 fine sand) | itemcode 83 | 10 | M3 |
| 84 | 5.04 | Providing 15mm Cement plaster of mix1:4 (1cement: 4 fine sand) on rough side of half or single brick wall | itemcode 84 | 10 | M3 |
| 85 | 5.05 | Finishing walls with Deluxe Multi surface paint system for interiors &exteriors using Primer as per manufacturers specifications with two or more coats applied @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @ 0.75 ltr / 10sqm | itemcode 85 | 20 | M2 |
| 86 | 5.06 | Providing RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm | itemcode 86 | 2 | M3 |
| 87 | 5.07 | C&Shuttering-iii) Suspended floors,roofs,landings,balconies, access platform and Shelves (Cast in situ) | itemcode 87 | 10 | M2 |
| 88 | 5.08 | Supply of Reinforcement for R.C.C. including straightening, cutting, bending, placing in position & binding all complete at all levels ii)Thermo Mechanically Treated Bars Fe- 500 grade,Conforming to IS1786 | itemcode 88 | 200 | KG |
| 89 | 6 | B. MECHANICAL WORKS | itemcode 89 | ||
| 90 | 6.01 | FABRICATION AND INSTALLATION OF U/G TANKS | itemcode 90 | ||
| 91 | 6.02 | Installation of fabricated 70 KL Tank as per specified drawings as per work description but excluding all works of kerb wall and Gasket for manhole complete as per attached specifications including Primer Coat. RCC works wherever mentioned shall be of grade M20. Drawing Ref Eng/334-1/2 & Eng/334-2/2 (where sub soil water exists). Payment for the Holding down straps shall be made seperately under MS Structural Item. Doping and Hydrotesting shall be paid seperately. | itemcode 91 | 3 | LS |
| 92 | 6.03 | Installation of supplied 100 KL Tank as per specified drawings as per work description but excluding all works of kerb wall and Gasket for manhole complete as per attached specifications including Primer Coat. RCC works wherever mentioned shall be of grade M20. Drawings for 100KL Tank Installation to be prepared and pre-approved through TPI/IOCL before installation. Payment for the Holding down straps shall be made seperately under MS Structural Item. Doping and Hydrotesting shall be paid seperately. | itemcode 92 | 2 | LS |
| 93 | 6.04 | Fabrication of 70 KL Tank as per drawing no. ENG/319-1/2 and ENG/319-2/2, Required MS plates (6mm and 10mm) will be supplied by IOCL and the plates shall be transported from IOCL stock point LPG BP, Sarpara to Betkuchi Terminal including loading /unloading without any additional cost to IOCL. All other structural materials required as per above mentioned drawing required to be supply and fabrication by the contractor including all consumable and man power, plant and machineries witout any extra cost and as per direction of Engineer-in-charge. All standard accessories for the tank as per Drawing Ref. ENG/320-1/3, ENG/320-2/3 and ENG/320-3/3 shall have be provided within this fabrication cost. All drawings to be prepared based on the standard drawings provided and to be pre-approved from IOCL before commencement of job. Plate cutting schedule also to form a part of the drawings. On completion of fabrication and installation, as-built drawings are also to be provided in set of 3 copies covering all the jobs completed in the site. | itemcode 93 | 3 | LS |
| 94 | 6.05 | Providing alteration to Manhole Covers for Fixing Submersible Turbine Including Fixing of 100mm diax 150 to 200mm long C class threaded Barrel Nipple , 100mm dia x 100 mm long coupler , 2 nos 100mm dia Class 150 threaded MS flange, 3mm thick packing sheet, nuts and bolts, 3mm thick permanite oil packing gasket to manhole cover, cuttin of the manhole cover for fixing nipples etc. at workshop including transportation etc. | itemcode 94 | 5 | EA |
| 95 | 6.06 | Mounting, installing, aligning, testing and commissioning of the power driven product pumpsets supplied by IOC without causing damage to pumpsets and its accessories. Pumpsets shall be erected and aligned as per manufacturer's drawings.\nNote: The pumpsets shall be supplied anywhere within the premises and the contractor shall undertake to lead the same to the foundations at no extra cost. The cost of foundation shall be measured & paid separately under respective civil items. 1200 LPM X 30-50 M Head (Submersible Turbine Pump)\nNote: The pumpsets shall be erected with all accessories on UG tank manhole plates as per manufacturer's recommendations | itemcode 95 | 5 | EA |
| 96 | 6.07 | Supplying & Filling sweet water in the underground tank (10/15/20/50/ 70KL) to avoid floating of the tanks during monsoon, etc. as directed. | itemcode 96 | 410 | KL |
| 97 | 6.08 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more over an under coat of suitable shade with ordinary paint of approved brand and manufacture. | itemcode 97 | 250 | M2 |
| 98 | 6.09 | Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering - All work up to plinth level : iii)1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) | itemcode 98 | 45 | M3 |
| 99 | 6.1 | Providing and laying Dry brick on edge flooring in required pattern with bricks of Class designation 75 on a bed of 12mm mud mortar including filling joints with fine sand complete. | itemcode 99 | 300 | M2 |
| 100 | 6.11 | Replacing existing manhole gaskets for U/G & A/G tanks including disconnecting the pipelines, removing nuts, bolts & manhole cover and supplying and fixing permanite oil gaskets, nuts & bolts and reconnecting the pipeline. | itemcode 100 | 5 | LS |
| 101 | 6.12 | Hydro Testing 70KL Tank with sweet water@ pressure 0.75Kg/Sqcm | itemcode 101 | 3 | EA |
| 102 | 6.13 | Doping of 70 KL Tank with Shalimastic-HD Bituminous Paint | itemcode 102 | 3 | EA |
| 103 | 6.14 | Hydro Testing 100KL Tank with sweet water@ pressure 0.75Kg/Sqcm | itemcode 103 | 2 | EA |
| 104 | 6.15 | Doping of 100 KL Tank with Shalimastic-HD Bituminous Paint | itemcode 104 | 2 | EA |
| 105 | 6.16 | Cleaning 70KL Tank in all respects as per direction of site Incharge. | itemcode 105 | 3 | EA |
| 106 | 6.17 | Cleaning 100KL Tank in all respects as per direction of site Incharge. | itemcode 106 | 4 | EA |
| 107 | 6.18 | Structural Steel Works: \nSupplying, transporting, fabricating, erecting Structural steel work from rolled sections and built-up sections like flats, tees, angles, channels, plates, pipes etc for various structural elements as required in POL Terminal/Depot other than in Vertical oil storage tank. \nPreparation of drawing, design & specification shall be arranged by contractor at his own cost as per guidance of IOCL. \nItem also includes painting of structural surface as per the following painting scheme:\ni. Surface preparation: St-2/St-3\nii. Primer: P3-Red oxide zinc phosphate : One Coat : DFT 30-35 µ\niii.FinishPaint: synthheticenamel (F6) finish paint 2 coats of 20-25 micron each all complete\nv. Total min DFT : 75µ\nThe items include supply of paints and other required meterial, scafolding, labours, tools and tackles etc. \nThe make of Structural Steel shall be of SAIL/Tata/RINL/Jindal/ or as per approved make. In case some small Mild Steel sections are not manufactured by SAIL/Tata, steel of other manufactuer may be used which must confirm the relevant IS code with prior approval of Engineer-In-Charge." | itemcode 107 | 5500 | KG |
| 108 | 6.19 | Fire Screen-Designing, supplying,fabricating,welding, bolting, riveting, assembling and erecting in position temporary required local 8.0 M highfire screen wall aound the tank with GI sheets with cross supports etc as per alignment shown by site Engineer, maintaining same till the completion of entire work and dismantling the entire screen wall carting away the dismantled materials from site redoing the entire existing surface to the original condition etc complete.The 8M high fire screen wall including the foundation is to be designed and approved by a '' licensed structural Engineer'' and should be suitable for local soil bearing capacity, wind speed etc. | itemcode 108 | 800 | M2 |
| 109 | 6.2 | FIRE SCREEN-Erecting temporary mobile fire screen wall around the place where hot works is carried out using GI sheets or non-flammable asbestos sheets. Payment will be made for total area of sheets provided. The screen needs to be moved from place to place at no extra cost. | itemcode 109 | 80 | M2 |
| 110 | 6.21 | Taking radiographs of tank weld joints (T-Joints/ horizontal/vertical joint) using film size 4" x 8" or 3" x 12 " as required.\nRadiography inspection on tank joints of all types and thickness including providing all necessary equipment and safe double scaffolding required to perform the work as per specifications and instruction of Site Engineer. The radiographs shall be submitted to the engineer in charge at site/ third party inspecting agency.\nRetaking of radiography due to defective welds/defective films/ defective workmanship etc. will be to contractor's account. | itemcode 110 | 80 | EA |
| 111 | 6.22 | INTERNAL PAINTING OF PRODUCT TANKS (OTHER THAN ATF): ZONE-A & ZONE-B : FIRST TIME PAINTING & FULL RE-PAINTING\nPainting area as per IOC specification depending on hydro-carbon (product) stored in tank\nNote : 1. Application for External/ Internal painting for all product tanks shall be carried out by means of AIRLESS SPRAY PAINTING SYSTEM only. 2. The item rates for above should include provision of double staging scaffolding with MS pipes, drawing to be approved by Site-Engineer.\n1. Surface Preparation as per SA 2½\n2. Primer : P1-Inorganic Zinc Ethyl Silicate: Single Coat: DFT- 65-75µ\n3. Intermediate Coat : P5-Epoxy Zinc Phosphate : Single Coat: DFT- 35-40µ\n4. Finish Coat : F3-Amine adduct cured HB Epoxy Liner : Two coats : DFT-100-125µ per coat\nTotal Min DFT 300µ | itemcode 111 | 900 | M2 |
| 112 | 6.23 | PREPARATION OF TANK FABRICATION DRAWINGS: \nSubmission of detailed design/ fabrication drawings for the differnt size of tanks for approval of IOCL. Item includes submission of as built drawings (4 sets) including submission of drawings on a CD after completion of tank fabrication work as per enclosed specifications. Note: The drawings should be made in reference to the attached directional drawings and as per requirement of IS 803 & API 650.\nThis rate is universally applicable for all tank sizes & capacities. | itemcode 112 | 2 | JOB |
| 113 | 6.24 | Dismantling,Loading,Transportation & Unloading of 2x100KL Tank from Dharmanagar Depot to Betkuchi Terminal | itemcode 113 | 1 | LS |
| 114 | 6.25 | Supply of Mild Steel Plates as per IOCL Requirement and Specifications | itemcode 114 | 5 | TO |
| 115 | 7 | MECHANICAL WORKS - PIPELINES AND OTHER ALLIED WORKS | itemcode 115 | ||
| 116 | 7.01 | LAYING & WELDING OF PRODUCT PIPELINE (ABOVE GROUND) IN ZONE-B\nLaying and welding (3 runs min.) above ground/ below ground pipelines from supplied MS pipes (pipes to be supplied anywhere within the depot and the contractor shall shift the same to the site of work at no extra cost with all leads and lifts) of the following sizes as described below, including cutting bevelling and fixing the supplied specials such as elbows, bends tees, reducers etc complete and hydrotesting the pipelines at 10.5 KSC for a minimum period of 4 Hrs. \nThe job includes dye penetration (DP) testing of pipeline joints as per approved QAP.Above ground pipeline to be laid on concrete pedestals (which is to be constructed as per the respective item of this schedule)/ piperacks/ TLF shed/ pump house and manifolds and painting the pipeline as per the specifications enclosed including the colour coding as per IOC specifications. Welding of pipeline should conform to Radiography quality. 10% of the joints shall be radiograped and the cost of the same will be paid separately as per respective item etc. and as directed at site.\nNote: \na. Any repairs to the defective welding shall be made good at no extra cost. Re radiography of repaired joint shall also be at contractor's cost.\nb. The rates quoted also to include colour coding of pipelines as per the standards.\nPainting Specification: Application for External/ Internal painting for all product tanks shall be carried out by means of AIRLESS SPRAY PAINTING SYSTEM only.\n1. Surface Preparation as per SA 2½\n2. Primer : P3-Red Oxide Zinc Phosphate Primer : Two Coats: DFT-30-35µ per coat\n3. Finish Coat : F2-Aluminium Finish Paint : Two Coats : DFT-15-20µ per coat\nTotal Min DFT 90µ\n | itemcode 116 | ||
| 117 | 7.02 | 150 mm dia pipe | itemcode 117 | 300 | M |
| 118 | 7.03 | 100 mm dia pipe | itemcode 118 | 350 | M |
| 119 | 7.04 | 80 mm dia pipe | itemcode 119 | 40 | M |
| 120 | 7.05 | LAYING & WELDING OF PRODUCT PIPELINE (UNDER GROUND) IN ZONE A & ZONE B\nLaying and welding (3 runs min.) under ground/ below ground pipelines from supplied MS pipes (pipes to be supplied anywhere within the depot and the contractor shall shift the same to the site of work at no extra cost with all leads and lifts) of the following sizes as described below, including cutting bevelling and fixing the supplied specials such as elbows, bends tees, reducers etc complete and hydrotesting the pipelines at 10.5 KSC for a minimum period of 4 Hrs. \nThe job includes dye penetration (DP) testing of pipeline joints as per approved QAP.Underground pipelines to be laid at a depth as per site condition/ laying through hume pipes/ culverts & painting the same as detailed in the enclosed specifications. Welding of pipeline should be to Radiography quality. 10% of the joints shall be radiographed and the cost of the same will be paid separately as per respective item etc. and as directed at site.\nNote: a. Any repairs to the defective welding shall be made good at no extra cost. Re radiography of repaired joint shall also be at contractor's cost. b. Civil works for laying of UG pipeline laying will be paid separately. c. Wrapping/Coating to be done as per specification given below & detailed specification given in tender document.\ni) Sand blast to SA 2.5\nii) Apply a coat of primer (Coal Tar and solvent based primer) of density 0.90 to 0.95 gms/cm3 and viscosity of 1000-2000 centipoise (Pypkote primer manufacture by IWL or its equivalent) at the rate of 100 gms/sq.m. The primer shall be allowed to dry until the solvent evaporates and the surface becomes tacky.\niii) Pypkote AW 4mm tape is wound around the pipe in spiral fashion and bonded completely to the primer coated surface of the pipe by thermo fusion process and with recommended overlaps as per manufacturers’ specifications. The overlaps are sealed by the same thermo fusion process. 250mm is left uncoated on either end of the pipe to permit installation and welding. | itemcode 120 | ||
| 121 | 7.06 | 150 mm dia pipe | itemcode 121 | 50 | M |
| 122 | 7.07 | 100 mm dia pipe | itemcode 122 | 100 | M |
| 123 | 7.08 | 80 mm dia pipe | itemcode 123 | 10 | M |
| 124 | 7.09 | Radiography inspection on product pipe joints of all types and thickness including providing all necessary equipment required to perform the work as per our specification and direction of engineer-in-charge. The radiographs shall be submitted to the engineer in charge at site/ third party inspecting agency. \nNote: Retaking of radiography due to defective welds/ defective films/ defective workmanship etc. will be to contractor's cost. For every failure, radiography has to be done for three additional joints of same dia. at contractor's cost.\n | itemcode 124 | ||
| 125 | 7.1 | 150 mm dia pipe | itemcode 125 | 100 | EA |
| 126 | 7.11 | 100 mm dia pipe | itemcode 126 | 150 | EA |
| 127 | 7.12 | Provision of Saddle plates for Product & Hydrant Pipelines over pedestals including cutting and fabrication of saddle plates from supplied MS pipes and welding of the same on pipelines under pedestals with minimum 3 run of welding complete as per specifications, drawings and directions of Engineer in charge. | itemcode 127 | ||
| 128 | 7.13 | 150 mm dia pipe | itemcode 128 | 120 | EA |
| 129 | 7.14 | 100 mm dia pipe | itemcode 129 | 140 | EA |
| 130 | 7.15 | 80 mm dia pipe | itemcode 130 | 16 | EA |
| 131 | 7.16 | Welding of the supplied CS WNR/SOR flanges on the pipelines with 1 run inside and two runs outside etc compete and as per specifications enclosed. | itemcode 131 | ||
| 132 | 7.17 | 150 mm dia | itemcode 132 | 15 | EA |
| 133 | 7.18 | 100 mm dia | itemcode 133 | 70 | EA |
| 134 | 7.19 | 80 mm dia | itemcode 134 | 8 | EA |
| 135 | 7.2 | 25 mm dia | itemcode 135 | 25 | EA |
| 136 | 7.21 | 20 mm dia | itemcode 136 | 6 | EA |
| 137 | 7.22 | Making flanged joints between flanges (WNRF/SORF/BLRF) including supplying and fixing 3 mm thick SW SS gaskets with graphite fillers, studs, nuts, bolts of approved make for the following sizes, as per IOCL specifications and site instructions. The flange joint shall also include providing and fixing multistrand copper wire/flat for bonding of product pipelines including provision of lugs.\n | itemcode 137 | ||
| 138 | 7.23 | 150 mm dia | itemcode 138 | 2 | EA |
| 139 | 7.24 | 100 mm dia | itemcode 139 | 30 | EA |
| 140 | 7.25 | Making flanged joints between flanges (WNRF/SORF/BLRF) including supplying and fixing 3 mm thk PTFE gaskets, studs/ nuts etc. of approved make for the following sizes as per IOC specifications and site instructions. The flange joints shall also include providing and fixing multistrand copper strip/flat for bonding of product pipelines , Cost of strand/ GI flat shall be paid separately as per rate in RM.\n(for Ethanol) | itemcode 140 | ||
| 141 | 7.26 | 150 mm dia | itemcode 141 | 15 | EA |
| 142 | 7.27 | 100 mm dia | itemcode 142 | 8 | EA |
| 143 | 7.28 | 80 mm dia | itemcode 143 | 16 | EA |
| 144 | 7.29 | Fixing & Installation of the supplied ROSOV / DBBV / MOV / GOGV / PLUG VALVE / CS GATE VALVE / QUARTER TURN VALVE / BALL VALVE of the following sizes on the pipeline including supplying and fixing 3 mm thk SW SS gaskets, studs/nuts etc of approved make for the following sizes as per specifications and site instructions. \nNote: The rate quoted for the above items should include:\na. mechanical cleaning/greasing of the valves after erection.\nb. supplying and painting the valves/ fittings etc. with two coats of P3 primer and two coats of F4 finish paint of approved colour and shade as per colour coding specifications for fittings on product/ fire hydrant lines.\nc. Fittings on ethanol service shall be provided with PTFE gaskets 3mm thk.\n | itemcode 144 | ||
| 145 | 7.3 | 150 mm dia | itemcode 145 | 5 | EA |
| 146 | 7.31 | 100 mm dia | itemcode 146 | 28 | EA |
| 147 | 7.32 | 80 mm dia | itemcode 147 | 4 | EA |
| 148 | 7.33 | 50 mm dia | itemcode 148 | 10 | EA |
| 149 | 7.34 | 25 mm dia | itemcode 149 | 20 | EA |
| 150 | 7.35 | Installing the supplied bucket type (100 mesh) strainers as per specs and drawing for the product pumps for the following LPM & pipeline sizes:\nNote: The strainers shall be cleaned and painted with 2 coats of P3 primer and 2 coats of F4 finish paint of approved colour and shade etc as per the directions of the site engineer & the rates quoted should include the same.\n | itemcode 150 | ||
| 151 | 7.36 | 150 mm dia (Bucket type) | itemcode 151 | 2 | EA |
| 152 | 7.37 | 100 mm dia (Bucket type) | itemcode 152 | 3 | EA |
| 153 | 7.38 | Fabarication & installation of the following sizes of MS pipes (ASTM A 106 B, SCH-40) as per specification including cutting, welding, laying etc as per site requirement including blast cleaning the surfaces of the pipes to SA 2 1/2 and painting with two coats of P3 primer and two coats of F2 finish paint as per enclosed specifications etc complete and as per site directions.\nNote: The job includes providing and welding necessary fittings such as bends/ tees/ flanges etc complete.\n | itemcode 153 | ||
| 154 | 7.39 | 25mm dia. | itemcode 154 | 100 | M |
| 155 | 7.4 | 20mm dia. | itemcode 155 | 50 | M |
| 156 | 7.41 | Fixing the supplied Class-150 CS non return valves (swing check / lift ) for product and fire hydrant lines as per enclosed specification & drawings. NRVs shall be mechanically cleaned (St-2) & painted with 1 coat of P4 primer and 2 coats of F1 finish paint of approved colour and shade as per specifications and as per directions of site in charge. Rate is also inclusive of boding with multi-strand Cu strips.\n | itemcode 156 | ||
| 157 | 7.42 | 150 mm dia | itemcode 157 | 2 | EA |
| 158 | 7.43 | 100 mm dia | itemcode 158 | 3 | EA |
| 159 | 7.44 | Installing the supplied thermal relief valves for the product pipeline and fixing the same on the pump discharge lines to TLF including painting the valves and connected piping with 2 coats of P3 primer and 2 coats of F4 finish paint of approved colour and shade as per the directions of site engineer.\nNote: \na. The 20/ 25 mm dia piping connected to the TRVs shall be measured and paid separatey under respective items.\nb. The job also includes providing and fixing 8SWG copper wire for the flange joints of the assembly.\n | itemcode 159 | 5 | EA |
| 160 | 7.45 | SUPPLY ITEMS: FOR PIPELINE WORKS | itemcode 160 | ||
| 161 | 7.46 | Supply of MS Pipes | itemcode 161 | ||
| 162 | 7.47 | MS PIPE: ASTM SA 106 Gr.B (for pressure relief piping) | itemcode 162 | ||
| 163 | 7.48 | 25mm Dia. ASTM SA 106 Gr.B SCH-80 | itemcode 163 | 20 | M |
| 164 | 7.49 | 20mm Dia. ASTM SA 106 Gr.B SCH-80 | itemcode 164 | 5 | M |
| 165 | 7.5 | Supply of MS PIPE: API 5L Gr.B, ( LATEST EDITION ) PSL-1 ERW pipe / ASTM A 106 Gr-B. | itemcode 165 | ||
| 166 | 7.51 | 150 mm dia (min 6.35 mm th) | itemcode 166 | 24 | M |
| 167 | 7.52 | 100 mm dia (min 6.35 mm th) | itemcode 167 | 24 | M |
| 168 | 7.53 | 80 mm dia (min 4.78 mm th) | itemcode 168 | 50 | M |
| 169 | 7.54 | Supply (Class-150) CS non return valves (swing check / lift ) for product and fire hydrant lines as per enclosed specification : Chk Vlv Dual Plate API 594 A 216 Gr. WCB CL150 RFTBE Wafer Type between Flanges Trim 1 to API 594 602 (13% Cr) AISI 410 Pin Inconel X750 Sprng 125 - 250 Ra Finish API 598. | itemcode 169 | ||
| 170 | 7.55 | 150 mm dia | itemcode 170 | 2 | EA |
| 171 | 7.56 | 100 mm dia | itemcode 171 | 3 | EA |
| 172 | 7.57 | Pistn Lft Chk Vlv EN ISO 15761 A105 CL800 SWE Bltd Bonnet Trim 8 to API 594 602 (13% Cr Hard faced Seat) Horiz. Installation API 598 | itemcode 172 | ||
| 173 | 7.58 | 25 mm dia | itemcode 173 | 5 | EA |
| 174 | 7.59 | Supply (Class-800) CS Gate Valve for pressure relief lines as per enclosed specification\nGate Vlv API 602 CL800 SWE Bltd Bonnet Handwheel Operator A105 Trim 8 to API 600 602 (13% Cr Hard faced Seat) OS&Y Graphite Gland Packing API 598 Solid Wedge | itemcode 174 | ||
| 175 | 7.6 | 25 mm dia | itemcode 175 | 5 | EA |
| 176 | 7.61 | 20 mm dia | itemcode 176 | 1 | EA |
| 177 | 7.62 | Supply and installation of Pressure vacuum relief valves with pressure setting of 30 mm water column and vacuum setting of 15 mm water column or as guided by EIC. | itemcode 177 | ||
| 178 | 7.63 | 4" dia (100 mm dia) | itemcode 178 | 6 | EA |
| 179 | 7.64 | Supply of Auto Recirculation/Pressure reducing valve | itemcode 179 | ||
| 180 | 7.65 | 100mm dia. ARV suiable for MS & SKO TLF Pumps (flow rate of 144 -216 cum/hr ) | itemcode 180 | 2 | EA |
| 181 | 7.66 | Supply (Class-150) CS Ball Valve for product and fire hydrant lines:\nBall Vlv LP RB ISO 17292 CL150 RF Two piece Fltg. Ball Lever Operator A 216 Gr. WCB 13 Cr. Trim RTFE Seat and Seals 125 - 250 Ra Finish Fire safe Per API 607 API 598 Antistatic and Blowout proof | itemcode 181 | ||
| 182 | 7.67 | 100 mm dia | itemcode 182 | 1 | EA |
| 183 | 7.68 | 80 mm dia | itemcode 183 | 8 | EA |
| 184 | 7.69 | 25 mm dia & below (Class- 800) | itemcode 184 | 15 | EA |
| 185 | 7.7 | Supply of bucket type (100 mesh) strainers as per specs and drawing for the product pumps for the following sizes: | itemcode 185 | ||
| 186 | 7.71 | 150 mm dia (Bucket type) & 1200 / 900 LPM | itemcode 186 | 3 | EA |
| 187 | 7.72 | 150 mm dia (Bucket type) & 1200 / 900 LPM SS for Ethanol Service | itemcode 187 | 2 | EA |
| 188 | 7.73 | Supply of following flanges (Weld neck type- WNRF) conforming to ASTM A- 105 Class 150; | itemcode 188 | ||
| 189 | 7.74 | 150 mm dia | itemcode 189 | 15 | EA |
| 190 | 7.75 | 100 mm dia | itemcode 190 | 70 | EA |
| 191 | 7.76 | 80 mm dia | itemcode 191 | 8 | EA |
| 192 | 7.77 | 50 mm dia | itemcode 192 | 8 | EA |
| 193 | 7.78 | Supply of following BLRF flanges conforming to ASTM A- 105 Class 150; ANSI B 16.5 | itemcode 193 | ||
| 194 | 7.79 | 150 mm dia | itemcode 194 | 2 | EA |
| 195 | 7.8 | 100 mm dia | itemcode 195 | 3 | EA |
| 196 | 7.81 | 80 mm dia | itemcode 196 | 8 | EA |
| 197 | 7.82 | Supply of Thermal Relief Valves as per specifications Inlet 20 mm X Outlet 25 mm | itemcode 197 | 5 | EA |
| 198 | 7.83 | PIPE FITTINGS : Supplying the following sizes of Elbows/ Tees/ Reducer made of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be as per ASTM A 234 Grade WPB schedule 40 and dimensions as per ASME B 16.5.\nNote: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.\n90 Deg LR elbow (1.5D) | itemcode 198 | ||
| 199 | 7.84 | 150 mm dia | itemcode 199 | 15 | EA |
| 200 | 7.85 | 100 mm dia | itemcode 200 | 15 | EA |
| 201 | 7.86 | 80 mm dia | itemcode 201 | 8 | EA |
| 202 | 7.87 | 50 mm dia | itemcode 202 | 5 | EA |
| 203 | 7.88 | 25 mm dia | itemcode 203 | 10 | EA |
| 204 | 7.89 | PIPE FITTINGS : Supplying the following sizes of Elbows/ Tees/ Reducer made of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be as per ASTM A 234 Grade WPB schedule 40 and dimensions as per ASME B 16.5.\nNote: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.\n45 Deg LR elbow (1.5D) | itemcode 204 | ||
| 205 | 7.9 | 150 mm dia | itemcode 205 | 5 | EA |
| 206 | 7.91 | 100 mm dia | itemcode 206 | 5 | EA |
| 207 | 7.92 | 80 mm dia | itemcode 207 | 5 | EA |
| 208 | 7.93 | 50 mm dia | itemcode 208 | 5 | EA |
| 209 | 7.94 | 25 mm dia | itemcode 209 | 5 | EA |
| 210 | 7.95 | PIPE FITTINGS : Supplying the following sizes of Elbows/ Tees/ Reducer made of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be as per ASTM A 234 Grade WPB schedule 40 and dimensions as per ASME B 16.5.\nNote: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.\nEqual Tee | itemcode 210 | ||
| 211 | 7.96 | 150 mm dia | itemcode 211 | 6 | EA |
| 212 | 7.97 | 100 mm dia | itemcode 212 | 6 | EA |
| 213 | 7.98 | 80 mm dia | itemcode 213 | 3 | EA |
| 214 | 7.99 | PIPE FITTINGS : Supplying the following sizes of Elbows/ Tees/ Reducer made of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be as per ASTM A 234 Grade WPB schedule 40 and dimensions as per ASME B 16.5.\nNote: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.\nUn Equal Tee | itemcode 214 | ||
| 215 | 8 | 150 x 150 x 100 mm | itemcode 215 | 2 | EA |
| 216 | 8.01 | 150 x 150 x 80 mm | itemcode 216 | 8 | EA |
| 217 | 8.02 | 100 x 100 x 80 mm | itemcode 217 | 3 | EA |
| 218 | 8.03 | PIPE FITTINGS : Supplying the following sizes of Elbows/ Tees/ Reducer made of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be as per ASTM A 234 Grade WPB schedule 40 and dimensions as per ASME B 16.5.\nNote: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.\nReducers (Concentric) | itemcode 218 | ||
| 219 | 8.04 | 150 X 100 mm | itemcode 219 | 2 | EA |
| 220 | 8.05 | 100 X 80 mm | itemcode 220 | 1 | EA |
| 221 | 8.06 | PIPE FITTINGS : Supplying the following sizes of Elbows/ Tees/ Reducer made of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be as per ASTM A 234 Grade WPB schedule 40 and dimensions as per ASME B 16.5.\nNote: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.\nReducers (Eccentric) | itemcode 221 | ||
| 222 | 8.07 | 150 X 100 mm | itemcode 222 | 1 | EA |
| 223 | 8.08 | Supply, handling, erection, testing & commissioning of Cast Carbon Steel ASTM - A 216, Gr. WCB Double Flanged Gate Valve as per BS : 1414 ; API-600 , Class # 150, with stainless steel rising spindle & internal working parts,flange drilled as per ANSI B 16.5 Cl # 150,raised face and hand wheel including making flanged joints at both ends with SW SS gaskets, supply & fixing of nuts, bolts, bonding etc., all complete in all respect as per the direction of engineer-in- charge.\nErection and commissioning rate at this line item is Rs. 650 per inch-dia. If only supply is done then deduction will be made @Rs. 650/- per inch dia. | itemcode 223 | ||
| 224 | 8.09 | 150 mm dia | itemcode 224 | 2 | EA |
| 225 | 8.1 | 100 mm dia | itemcode 225 | 17 | EA |
| 226 | 8.11 | 80 mm dia | itemcode 226 | 4 | EA |
| 227 | 8.12 | Fire Screen-Designing, supplying,fabricating,welding, bolting, riveting, assembling and erecting in position temporary required local 8.0 M highfire screen wall aound the tank with GI sheets with cross supports etc as per alignment shown by site Engineer, maintaining same till the completion of entire work and dismantling the entire screen wall carting away the dismantled materials from site redoing the entire existing surface to the original condition etc complete.The 8M high fire screen wall including the foundation is to be designed and approved by a '' licensed structural Engineer'' and should be suitable for local soil bearing capacity, wind speed etc. | itemcode 227 | 200 | M2 |
| 228 | 8.13 | FIRE SCREEN-Erecting temporary mobile fire screen wall around the place where hot works is carried out using GI sheets or non-flammable asbestos sheets. Payment will be made for total area of sheets provided. The screen needs to be moved from place to place at no extra cost. | itemcode 228 | 60 | M2 |
| 229 | 8.14 | BRANCH TAPPING WITH PROVISION OF REINFORCEMENT PAD FOR BRANCH TAPPING: Transportation from owner's stroage points to work site and/or pre-fabrication yard and to site after pre-febrication; cutting, grinding, edge preparation, welding as per the instructions of the Engineer-in-Charge to his entire satisfaction including supplying of all types of tools & tackles, lifting arrangements, equipment, machineries, all consumables & labouretc . to complete the work in all respects in a workman like manner including area preparation for hot jobs, area cleaning after completion of work, pneumatic testing, cleaning of pipes externally off all foreign materials like weldbeads, clamps fixturesetc. used in fabrication as directed by theEngineer-in-Charge.\n | itemcode 229 | ||
| 230 | 8.15 | Branch size 12" dia | itemcode 230 | 2 | EA |
| 231 | 8.16 | Branch size 10" dia | itemcode 231 | 2 | EA |
| 232 | 8.17 | Branch size 8" dia | itemcode 232 | 2 | EA |
| 233 | 8.18 | Branch size 6" dia | itemcode 233 | 5 | EA |
| 234 | 8.19 | Branch size 4" dia | itemcode 234 | 15 | EA |
| 235 | 8.2 | Branch size 3" dia | itemcode 235 | 8 | EA |
| 236 | 8.21 | Supply and installation of ‘U’ type CS bend on the vent pipes including painting as per specifications and supplying and brazing wire mesh of 11 mesh per linear centi-meter of non-corrosive metal in two layers on both ends. | itemcode 236 | ||
| 237 | 8.22 | Supply and installation of U type CS bend on vent pipe of 80 mm dia | itemcode 237 | 4 | EA |
| 238 | 9 | C. ELECTRICAL WORKS | itemcode 238 | ||
| 239 | 9.01 | ELECTRICAL WORKS - CABLE LAYING AND ALLIED WORKS | itemcode 239 | ||
| 240 | 9.02 | Installation, testing and commissioning as per drawing, relevent IS of FLP lighting fixtures complete with mounting bracket/arrangement, flameproof, Wire Guard, Control Gear Box as per the type of fixture, lamps,interconnecting cables with terminals for 2 Nos incoming & Outgoing, FLPglands, lugs etc. including pipe inserts for cables and connecting workas per specifications, drawings and instruction of Engineer-in-charge. Work to be completed in all respects and also Supply of FLP lighting fixtures complete with mountingbracket/arrangement, flame proof, Wire Guard, Control Gear Box as perthe type of fixture, lamps,\ninterconnecting cables with terminals for 2Nos incoming & Outgoing, FLP DC glands, lugs etc. | itemcode 240 | ||
| 241 | 9.03 | Supply, installation & commissioning of Aluminium (LM 6) Exd. INTEGRALTYPE LUMINAIRE- Zone-1&2 Gr.IIC as per IS:2148/2004 , 50Hz, IP-65, 230VAC, to suit 40W-50W LED, Threaded Type Glass Cover, ES Lamp holder,aluminium polished internal reflector, Epoxy painted MS Wireguard,complete with LED Driver,Heatsink, Type #A# toughened clear Flateglass,2Nos. ¾#ET cable entries, Type #G# strap suspension suitable for 65MMDia. Pole mounting ,\ncable gland & plug. Finish:Epoxy powder coatedlight grey shade 631/ IS:5. Approved:- CIMFR & PESO. | itemcode 241 | 6 | EA |
| 242 | 9.04 | Supply Installation, testing and commissioning of Flame Proof Push Button Station with AmmeterAL(LM 6) Exd. Local Control Station, with ammeter, 50Hz. T-6, Gr.IIA/IIB,IP-65, having 1No. Green Start, 1No. Red Mushroom head Stop withpadlock arrangement, 10A 415V AC, contact element: 1NO+1NC, separateterminal box with 6 Nos. 2.5sqmm Elmex make terminals, 2 Nos. 0.75#ET bottom cable entry. Baliga Cat No: FPBS-52102 Finish:Epoxy light\ngreyshade 631 of IS:5.BALIGA Control push Button Stn FPBS-52302(Note: Please\nalso refer technical specification and drawing for allrequired items/components/works for this SOR item ) | itemcode 242 | 5 | EA |
| 243 | 9.05 | CABLING & ALLIED WORKS - ARMOURED CABLES Supply & laying of XLPE insulated PVC sheathed FRLS aluminium/copper conductor, 1.1 kV grade armoured cable conforming to\nIS:7098, as per approved make in ground/trench/surface/pipe, etc. wherever required as per direction of EngineerIn-charge. Note: The rate of Installation should be inclusive of Cable clamps, tags Saddles, Consumables, cable marker for U/G cables at every 30mt or as guided by EIC etc. Trays/pipes, trenches, fabricated traysupports, etc will be covered & paid in Separate Items drawing). | itemcode 243 | ||
| 244 | 9.06 | Power Cable , 1100V Grade - Type : A2XFY/A2XWY (Al) | itemcode 244 | ||
| 245 | 9.07 | 3.5-core 25 sq. mm. for 2 nos. of Ethanol Pump, 1 no. of HSD PUMP, 1 no. of MS PUMP, 1 no. of SKO PUMP at GUWAHATI-BETKUCHI DEPOT | itemcode 245 | 3500 | M |
| 246 | 9.08 | Control Cable , 1100V Grade - Type : 2XFY/2XWY /2XY (Cu) | itemcode 246 | ||
| 247 | 9.09 | 7-core 2.5 sq. mm. for Local Start / Stop Push Button station for all 5 nos. STP Pumps | itemcode 247 | 2500 | M |
| 248 | 9.1 | 4-core 2.5 sq. mm. for MOV power supply & DBBV power supply | itemcode 248 | 800 | M |
| 249 | 9.11 | 3-core 2.5 sq. mm. for lighting of 6 nos. lighting fixtures in new Decantation Shed including lighting power supply from existing lighting DB in TLF Gantry | itemcode 249 | 150 | M |
| 250 | 9.12 | CABLE TERMINATION GLANDS NON-FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination (NON FLP): Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of NON FLP heavy duty Double Compression cable glands, crimping type lugs and allied jointing materials, etc. all complete as per specification & direction of Engineer In-charge. Glands and lugs shall be of approved make. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used. | itemcode 250 | ||
| 251 | 9.13 | Suitable for 1100V Grade cables, Type : A2XFY/A2XWY | itemcode 251 | ||
| 252 | 9.14 | P/F cable termination for 3.5 Core x 25 sq. mm with Non FLP double compression glands,lugs etc. as per specifications and direction of Engineer-in charge. | itemcode 252 | 7 | EA |
| 253 | 9.15 | Suitable for 1100V Grade cables, Type : 2XFY/2XWY | itemcode 253 | ||
| 254 | 9.16 | P/F Cable termination for 7 Core x 2.5 sq. mm with NON-FLP double compression glands, lugs etc. as per specifications and direction of Engineer-in charge. | itemcode 254 | 5 | EA |
| 255 | 9.17 | FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination(FLP):Providing termination\nof 1.1 kV grade armoured cable for the following sizesincluding supply of FLP heavy duty double compression cable glands,Baliga/CEAG-FCG /Flexor/ FEPL make, crimping lugs and allied jointing materials, etc. all complete as per specification & direction ofEngineer In-charge. Copper lugs for copper cables and aluminium lugs foraluminium cables shall be used. | itemcode 255 | ||
| 256 | 9.18 | Suitable for 1100V Grade cables, Type : A2XFY/A2XWY | itemcode 256 | ||
| 257 | 9.19 | P/F Cable termination for 3.5 Core x 25 sq. mm with FLP double compression glands, lugs etc. as per specifications and direction of Engineer-in charge. | itemcode 257 | 7 | EA |
| 258 | 9.2 | Suitable for 1100V Grade cables, Type : 2XFY/2XWY | itemcode 258 | ||
| 259 | 9.21 | P/F Cable termination for 7 Core x 2.5 sq. mm with FLP double compression glands, lugs etc. as per specifications and direction of Engineer-in charge. | itemcode 259 | 7 | EA |
| 260 | 9.22 | P/F Cable termination for 4 Core x 2.5 sq. mm with FLP double compression glands, lugs etc. as per specifications and direction of Engineer-in charge. | itemcode 260 | 28 | EA |
| 261 | 9.23 | P/F Cable termination for 3 Core x 2.5 sq. mm with FLP double compression glands, lugs etc. as per specifications and direction of Engineer-in charge. | itemcode 261 | 12 | EA |
| 262 | 9.24 | Flameproof MCBDB -415 V, 10 KA for 1 Sec, FLP distribution panel with all necessary structurals as may be required for installation & shall be suitable for gas group IIA/IIB of Baliga/FCG/Flexpro make. Having incomer:63A,4Pole MCB with rotary handle and power ON indication lamps with fuses -1no., outgoing power feeders ; 10A, 3pole MCB with thermal + magnetic protection - 12 nos. for power distribution to DBBVs.(Note: Please also refer technical specification and drawing for allrequired items/components/works for this SOR item) | itemcode 262 | 1 | EA |
| 263 | 9.25 | EARTHING SYSTEM | itemcode 263 | ||
| 264 | 9.26 | Providing earthing(body / neutral) with 80 mm dia,3.0 M long GI (Heavy duty) perforated pipe as per IS:3043 (with latest amendment) including providing suitable earth bus for interconnection, providing a mixture of salt & charcoal, making earth pit chamber with chequered plate cover as per standard Drwng. etc. all complete as per specif. & direction of Engineer-In-charge. | itemcode 264 | 10 | EA |
| 265 | 9.27 | Supply & drawing/laying, jointing, connecting, testing and commissioning of earth strip/copper strip/GI wire for earthing and lightning protection under or aboveground complete as per specification for the following : | itemcode 265 | ||
| 266 | 9.28 | Supply & Laying Earthing 50 x 6 mm G.I. Strip as per specifications and direction of Engineer in Charge. | itemcode 266 | 250 | M |
| 267 | 9.29 | Supply & Laying Earthing 32 x 6 mm G.I.strip as per specifications and direction of Engineer in Charge. | itemcode 267 | 100 | M |
| 268 | 9.3 | Supply & Laying Earthing 10 S.W.G. Cu. Wire as per specifications and direction of Engineer in Charge for Local Push Button Station | itemcode 268 | 50 | M |
| 269 | 9.31 | CABLE TRAY (GALVANIZED PERFORATED TYPE) | itemcode 269 | ||
| 270 | 9.32 | Supply of following Hot Dip Galvanized Perforated Type Cable Trays (as per IS 2629), made from 15 / 25mm height and 2 mm thick sheet steel & galvanized (min. 86 microns) including bends, tee, crosses, horizontal and vertical splices, structural support at interval of 1m (suitable for three / four tier), hardware, civil work etc, complete in all respect of following sizes. | itemcode 270 | ||
| 271 | 9.33 | S/F/I Perforated GI trays of 300mm x 50mm x 2mm with bends, tees, cross members etc. as per specifications and direction of Engineer in charge FOR POWER / CONTROL & INSTRUMENT CABLE | itemcode 271 | 250 | M |
| 272 | 9.34 | FUNCTIONAL CHECKING, MODIFICATION IN EXISTING OLD PMCC AND EXTENDED NEW MCC PANEL | itemcode 272 | ||
| 273 | 9.35 | Functional Checking after replacement of Existing ammeter 0-100A/600A by providing new Ammeter 0-50A/300A, CTR 50:1 & repacement of existing CT (100:1A) by providing new CT (50:1A) components by supply, installation, testing & commissioning of, range adjusting of OLRs, HRC Fuse link including modification of necessary control wiring as required in 2 nos. 37 KW star delta starter feeder (FDR No. 1R2, 2R2) in existing extended new MCC Panel to make it suitable for functional operation of 9.3 / 10 KW start Delta motor which will be use for Ethanol Pump considering approved make including modification of control circuit wiring to make complete functional as per specifications and instructed by Engineer-in-charge /Location incharge of owner. The dismantled components / materials has to be shifted / handed over to pre designated place in side plant area as direction of engineer in-charge / location in-charge of owner. | itemcode 273 | 1 | LS |
| 274 | 9.36 | Dismantling of existing outgoing power cable, termination of new power cable, functional checking of existing components if required supply, installation, testing & commissioning of new HRC Fuse link, range adjusting of OLRs, including modification of necessary control wiring as required in 3 nos. 9.3 KW Dol starter feeder (presently which is connected to existing SKO Motors) (FDR No. 5F2, 5F3, 5F4 & 5F5) in OLD PMCC Panel to make it suitable for operation of 9.3 / 10 KW Dol starter which will be use for 1 No. for HSD, 1 No. for MS & 1 No. for SKO considering approved make including modification of control circuit wiring (if required) to make complete functional operation of STP Pumps as per specifications and instructed by Engineer-in-charge /Location incharge of owner. The dismantled components / materials has to be shifted / handed over to pre designated place in side plant area as direction of engineer in-charge / location in-charge of owner. | itemcode 274 | 1 | LS |
| 275 | 9.37 | ERECTION MATERIAL (FOR CABLE TRAY, CABLE LYING & MOUNTING OF LOCAL PUSH BOTTOM STATION) | itemcode 275 | ||
| 276 | 9.38 | Structural Steel Works: \nSupplying, transporting, fabricating, erecting Structural steel work from rolled sections and built-up sections like flats, tees, angles, channels, plates, pipes etc for various structural elements as required in POL Terminal/Depot other than in Vertical oil storage tank. \nPreparation of drawing, design & specification shall be arranged by contractor at his own cost as per guidance of IOCL. \nItem also includes painting of structural surface as per the following painting scheme:\ni. Surface preparation: St-2/St-3\nii. Primer: P3-Red oxide zinc phosphate : One Coat : DFT 30-35 µ\niii.FinishPaint: synthheticenamel (F6) finish paint 2 coats of 20-25 micron each all complete\nv. Total min DFT : 75µ\nThe items include supply of paints and other required meterial, scafolding, labours, tools and tackles etc. \nThe make of Structural Steel shall be of SAIL/Tata/RINL/Jindal/ or as per approved make. In case some small Mild Steel sections are not manufactured by SAIL/Tata, steel of other manufactuer may be used which must confirm the relevant IS code with prior approval of Engineer-In-Charge." | itemcode 276 | 2000 | KG |
| 277 | 9.39 | FIRE SCREEN-Erecting temporary mobile fire screen wall around the place where hot works is carried out using GI sheets or non-flammable asbestos sheets. Payment will be made for total area of sheets provided. The screen needs to be moved from place to place at no extra cost. | itemcode 277 | 50 | M2 |
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