Indian Oil Corporation Limited-IOCL has published Construction Of Decantation Cum Topping-Up Shed, Provision Of Fall Arrester System, Installation / Testing / Commissioning Of Iocl Supplied Pumps, Development Of Under-Ground And Semi-Buried Tank Farms, Development Of Tt Parking Area, Provision Of Paver B. Submission Date for this Tender is 04-11-2019. Road Work Tenders in AFS in West Bengal State Office West Bengal. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of Decantation cum Topping-up Shed, Provision of Fall Arrester System, Installation / Testing / Commissioning of IOCL supplied Pumps, Development of Under-Ground and Semi-Buried Tank Farms, Development of TT Parking Area, Provision of Paver Block / PCC Road & Drain and allied works at IOCL Aviation Fuel Station (AFS), KALAIKUNDA Airport, Dist- Midnapore, WB - 721303 under West Bengal State Office. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Unit | |
| 1 | 1 | PART A: | 1000 | ||
| 2 | 1.01 | 25mm Thick Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing wax polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : | 1001 | 1500 | M2 |
| 3 | 1.02 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand)jointed with grey cement slurry mixed with pigment to match the shade of the slabs,including rubbing wax polishing complete. | 1002 | 50 | M2 |
| 4 | 1.03 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 1003 | 225 | M2 |
| 5 | 1.04 | 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 : | 1004 | ||
| 6 | 1.05 | v) 25mm dia x 1000mm long with 100 mm dia x 8 mm thick plate | 1005 | 144 | EA |
| 7 | 1.06 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length,jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire as per IS 4454 Part-I & M.S. top cover of required thickness for rolling shutters:- 80x1.25mm MS laths with1.25 mm thick top cover. | 1006 | 100 | M2 |
| 8 | 1.07 | Providing and fixing ball bearing for rolling shutters. | 1007 | 18 | EA |
| 9 | 1.08 | Extra for providing mechanical device chain and crank operation for operating rolling shutters. | 1008 | ||
| 10 | 1.09 | i) Exceeding 10.00 sqm and upto 16.80 sqm in the area. | 1009 | 100 | M2 |
| 11 | 1.1 | Dismantling roofing including ridges, hips valleys & gutters, False ceiling of any type and stacking the material within premises, of: | 1010 | ||
| 12 | 1.11 | i) G.S. Sheet/ Klippon galvalume sheet/ False ceiling panels | 1011 | 150 | M2 |
| 13 | 1.12 | Stone flooring with 18mm thick Marble/Granite stone (sample of stone shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry including polishing . | 1012 | ||
| 14 | 1.13 | i) Raj Nagar plain | 1013 | 50 | M2 |
| 15 | 1.14 | Supply and laying of water bound macadam in layers, each of 75 mm thick (consolidated) with 63 mm to 45 mm stone aggregate. Each layer shall be consolidated by power roller after watering, spreading chippings of stone and murrum complete as per specifications. Item includes supply of murrum 6 mm thick, watering and rolling with power roller complete with preparation of surface. Rate per Layer | 1014 | 6000 | M2 |
| 16 | 1.15 | Supply and Laying 4 Core x 10 sq. mm Aluminium Cable FRLS as per specifications and direction of Engineer in charge | 1015 | 200 | M |
| 17 | 1.16 | Supply and Laying 3 Core x 2.5 sq. mm Copper Cable FRLS as per specifications and direction of Engineer in charge | 1016 | 350 | M |
| 18 | 1.17 | Supply and Laying 3.5 Core x 25 sq. mm Aluminium Cable FRLS as per specifications and direction of Engineer in charge | 1017 | 500 | M |
| 19 | 1.18 | Supplying and making End Termination with heavy duty double compression type FLP cable glands of ALIGA/COSMOS/CEAGFCG/FLEXPRO/FEPL make, as per IS: 2148 / IS: 13947 and IP:66. supply and fixing Al / Cu lugs as required for end termination of following sizes cables . complete with supply of all required materials and as per direction of Engineer-in-charge. | 1018 | ||
| 20 | 1.19 | P/F Cable termination for 4 Core x 10 sq. mm with FLP double compression glands, lugs etc. as per specifications and direction of Engineer-in charge. | 1019 | 2 | EA |
| 21 | 1.2 | 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. | 1020 | 80 | EA |
| 22 | 1.21 | 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. | 1021 | 8 | EA |
| 23 | 1.22 | MCB DISTRIBUTION BOARD INCLUSIVE OF 3- PHASE MCB Supply & fixing of MCB Distribution Board double door type inclusive of MCB, Three Phase, as per Approved Make of following types: (MCB - 10KA Breaking Capacity) | 1022 | ||
| 24 | 1.23 | 4 way DB with 63A FP RCBO, 300 mA sensitivity as incoming - 1No.& 6 to 16A SP as outgoing - 4 Nos. for each phase. | 1023 | 1 | EA |
| 25 | 1.24 | Providing earthing pit 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. | 1024 | 4 | EA |
| 26 | 1.25 | Supply & Laying Earthing 50 x 6 mm G.I. Strip as per specifications and direction of Engineer in Charge. | 1025 | 200 | M |
| 27 | 2 | PART B: M&I Items | 2000 | ||
| 28 | 2.01 | INSTALLATION OF IOCL SUPPLIED CENTRIFUGAL PUMPS OF 900 TO 1800 LPM CAPACITY PUMPS FOR DECANTATION AND TOPPING UP: 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 \nbe measured & paid separately under respective civil items. | 2001 | 8 | EA |
| 29 | 2.02 | 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. | 2002 | ||
| 30 | 2.03 | 150 mm dia | 2003 | 8 | EA |
| 31 | 2.04 | Supply 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,r all complete in all respect as per the direction of engineer-in- charge. | 2004 | ||
| 32 | 2.05 | 200 mm dia | 2005 | 8 | EA |
| 33 | 2.06 | 150 mm dia | 2006 | 8 | EA |
| 34 | 2.07 | 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) | 2007 | ||
| 35 | 2.08 | 200 mm dia | 2008 | 8 | EA |
| 36 | 2.09 | 150 mm dia | 2009 | 32 | EA |
| 37 | 2.1 | Supply of following Slip On flanges OR Weld neck type- WNRF conforming to ASTM A- 105 Class 150; ANSI B 16.9 | 2010 | ||
| 38 | 2.11 | 200 mm dia | 2011 | 40 | EA |
| 39 | 2.12 | 150 mm dia | 2012 | 40 | EA |
| 40 | 2.13 | 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 | 2013 | ||
| 41 | 2.14 | 200 mm dia | 2014 | 8 | EA |
| 42 | 2.15 | 150 mm dia | 2015 | 16 | EA |
| 43 | 2.16 | Welding of the supplied CS WNRF flanges on the pipelines with 1 run inside and two runs outside etc compete and as per specifications enclosed. BW,WNRF Flange SCH-40 require minimum 3 runs, which is equival to 3 runs FW, for SORF Flange. In addition, root weld is to be grinded to sound metal\n | 2016 | ||
| 44 | 2.17 | 200 mm dia | 2017 | 40 | EA |
| 45 | 2.18 | 150 mm dia | 2018 | 40 | EA |
| 46 | 2.19 | 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 | 2019 | ||
| 47 | 2.2 | 200 mm dia | 2020 | 20 | EA |
| 48 | 2.21 | 150 mm dia | 2021 | 20 | EA |
| 49 | 2.22 | 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 | 2022 | ||
| 50 | 2.23 | 200 mm dia (Bucket type) | 2023 | 8 | EA |
| 51 | 2.24 | LAYING & WELDING OF PRODUCT PIPELINE (ABOVE GROUND) IN ZONE-A\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.\nAbove 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.\nc. Painting Scheme : 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 : P1-Inorganic Zinc Ethyl Silicate: Single Coat: DFT-65-75µ\n3. Intermediate Coat : U1-Polyamide cured HB Epoxy MIO : Single Coat: DFT-100-125µ\n4. Finish Coat : F1-Two Pack Acrylic Poly-Urethane(PU) : Single Coat: DFT-40-50µ\nTotal Min DFT 215µ | 2024 | ||
| 52 | 2.25 | 200 mm dia pipe | 2025 | 30 | M |
| 53 | 2.26 | 150 mm dia pipe | 2026 | 40 | M |
| 54 | 2.27 | 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. | 2027 | ||
| 55 | 2.28 | 200 mm dia pipe | 2028 | 10 | EA |
| 56 | 2.29 | 150 mm dia pipe | 2029 | 10 | EA |
| 57 | 2.3 | Supply, handling, cutting, edge preparation, fabrication, welding, erection (under or above ground), supporting, testing & commissioning of S.S. Pipe IS:316 marked, schedule-40, including supply & welding of all necessary S.S. fittings such as elbow,reducer, tee, nipple , socket etc. and S.S. Flanges with S.S.nuts & bolts,gaskets & washers,U-bolts etc to complete the work in all respect as per the direction of engineer-in- charge. | 2030 | ||
| 58 | 2.31 | 25 NB | 2031 | 200 | M |
| 59 | 2.32 | 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. | 2032 | 1000 | KG |
| 60 | 2.33 | Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: | 2033 | 1000 | KG |
| 61 | 2.34 | STRUCTURAL STEEL GRATING:\nSupplying, transporting, fabricating in factory, Electroforged rectangular gratings as per layout drawings with plain bearing bar and Cross Bars duly press locked into bearing bar by electrofusion. Gratings shall be duly hot dip galvanized after fabrication given in the detailed specification with minimum thickness of galvanising of average 85 microns all through the sectional area, & erecting in position and fixing in position mild steel Grating welded/ bolted/placed with adequate clamps wherevever applicable in floors, platforms, staircase steps, trench covers, landings etc. including cutting for openings wherever required as specified and directed at all floors at all levels etc. complete. The grating shall confirm to the typical section details of grating as shown in drawing . This works includes setting in position in Footpath/ Gutter/Drains/Floors to the required level and line over a bed of 20mm Average thick cement mortar (1:3). NOTE: The Grating shall be factory made, i.e. fabricated & Hot dip Gavanised in shop & transported to site for erection. | 2034 | 4000 | KG |
| 62 | 2.35 | 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: P4-Self Priming HB Epoxy Primer : One Coat : DFT 100-125µ\niii. Intermediate Coat: U1-Polyamide cured HB Epoxy mastic coating : One Coat: DFT 100-125µ\niv. FinishPaint: F1-Two Pack Acrylic Polyerethane (PU) : One Coat: DFT 40-50µ per coat\nv. Total min DFT : 240µ\nThe items include supply of paints and other required meterial, scafolding, labours, tools and tackles etc. \nThe make of Structural Steel / tubular steel shall be of SAIL/Tata/RINL/Jindal. 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." | 2035 | 24600 | KG |
| 63 | 2.36 | Supply of Reinforcement for R.C.C. including straightening, cutting, bending, placing in position & binding all complete at all levels | 2036 | ||
| 64 | 2.37 | ii)Thermo Mechanically Treated Bars Fe- 500 grade,Conforming to IS1786 | 2037 | 5000 | KG |
| 65 | 2.38 | Providing & fixing hand rail of approved size, welding etc. to steel ladder railing,balcony railing & staircase railing including applying priming coat of approved steel primer. | 2038 | ||
| 66 | 2.39 | i) M.S. tube. | 2039 | 50 | KG |
| 67 | 2.4 | ii) E.R.W. tubes. | 2040 | 50 | KG |
| 68 | 2.41 | iii) G.I. pipes | 2041 | 1200 | KG |
| 69 | 2.42 | REPLACEMENT OF EXISTING SHELL MANHOLE & SHELL NOZZLE NECK PLATES WITH NEW NECK PLATE CONFORMING TO API-650: \nScope includes careful removal of welding between nozzles and shell plates / reinforcement plate by light pencil grinding without damaging them, rewelding of radio-graphic quality, radiography of welded joints, DP test of weld between each nozzle and reinforcement plate/shell plate to be done after root run and after complete welding, pneumatic test of reinforcement plate / shell plate to be done after welding completion at 15 psi and touch-up painting of welded areas with zinc rich primer and Aluminium/Synthetic enamel finish paint of same shade as existing on the tank. Internal surface of manhole neck will be painted with one coat of zinc rich primer and two coats of epoxy tank liner, as per IS 803 and B&R drawings. In case the weld joint is found defective, rectification & testing will be done free of cost.\nAll safety precautions to be adhered during hot work. Scope includes supply of all the materials, tools and tackles. Steel plates used shall conform to IS 2062 (for manhole neck). Material specification for nozzle neck shall be SA -106 Gr. B when size is upto and including 250 mm. Neck of nozzle shall be fabricated from plates of material specificaion IS:226/2062 when the size is more than 250mm. Scope of work also includes supply of flanges, making flange (of thickness 16mm) joints for shell manholes of 750 mm size from plates including supply of all the materials all complete, in case of damage to the same during gouging. All the scrapped/dismantled material to be the property of the contractor. | 2042 | ||
| 70 | 2.43 | 6mm thk | 2043 | 9 | EA |
| 71 | 2.44 | Clearing grass and removal of the rubbish outside site premises and at unobjectionable place | 2044 | 6300 | M2 |
| 72 | 2.45 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish outside the site and to unobjectionable place | 2045 | 6300 | M2 |
| 73 | 2.46 | 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. | 2046 | ||
| 74 | 2.47 | i) All kinds of Soil | 2047 | 3965 | M3 |
| 75 | 2.48 | 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 | 2048 | 565 | M3 |
| 76 | 2.49 | 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 | 2049 | 225 | M3 |
| 77 | 2.5 | 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 | 2050 | ||
| 78 | 2.51 | i) RCC 1:1:2 (1 Cement :1 Coarse Sand: 2 Graded Stone Aggregate 20mm) | 2051 | 32 | M3 |
| 79 | 2.52 | Providing & Laying Reinforced cement concrete work in walls (Any thickness) including attached pilasters, buttresses, plinth and string courses, fillets,columns, pillars,piers, abutments, posts and struts etc. UP TO FLOOR V LVL excluding cost of centering,shuttering, finishing and reinforcement : | 2052 | ||
| 80 | 2.53 | ii) RCC 1:1½:3 ( 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm) | 2053 | 10 | M3 |
| 81 | 2.54 | Providing and laying in position, machine batched, machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately). | 2054 | ||
| 82 | 2.55 | i) M-25 grade reinforced cement concrete UP TO PLINTH LEVEL | 2055 | 55 | M3 |
| 83 | 2.56 | Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable /recoverable separately. | 2056 | ||
| 84 | 2.57 | i)Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum). | 2057 | 55 | M3 |
| 85 | 2.58 | Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering - All work up to plinth level : | 2058 | ||
| 86 | 2.59 | ii) PCC 1:1½:3 (1 Cement:1½ Coarse Sand:3 Graded Stone Aggregate 20mm | 2059 | 150 | M3 |
| 87 | 2.6 | iii) PCC 1:2:4 (1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) | 2060 | 380 | M3 |
| 88 | 2.61 | v) PCC 1:3:6 ( 1 Cement:3 Coarse Sand:6 Graded Stone Aggregate 20mm) | 2061 | 350 | M3 |
| 89 | 2.62 | Centering and shuttering including strutting, propping etc. and removal of form work for PCC | 2062 | ||
| 90 | 2.63 | i) C&S for PCC in foundations,footings,bases of column | 2063 | 800 | M2 |
| 91 | 2.64 | Centering and shuttering including strutting, propping etc. and removal of form for RCC: | 2064 | ||
| 92 | 2.65 | i) Foundations,footings,bases of columns, etc. for mass concrete | 2065 | 200 | M2 |
| 93 | 2.66 | v) Columns, Pillars, Piers, Abutments, Posts and Struts. | 2066 | 60 | M2 |
| 94 | 2.67 | Providing and laying brick on edge flooring with bricks of Class designation 75 on a bed of 12mm cement mortar including filing the joints with same mortar with common burnt clay brick in | 2067 | ||
| 95 | 2.68 | i) cement mortar 1:4 (1 cement : 4 fine sand) | 2068 | 910 | M2 |
| 96 | 2.69 | Providing and laying Brick work with bricks of class designation 75 Including Scaffolding : | 2069 | ||
| 97 | 2.7 | Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH | 2070 | 356 | M3 |
| 98 | 2.71 | Providing and laying cement plaster on surfaces with fine sand including curing etc. | 2071 | ||
| 99 | 2.72 | v) 20mm Cement plaster of mix1:4 (1 cement: 4 fine sand) | 2072 | 1060 | M2 |
| 100 | 2.73 | iii) 15mm Cement plaster of mix1:4 (1cement: 4 fine sand) on rough side of half or single brick wall | 2073 | 300 | M2 |
| 101 | 2.74 | Providing Neat cement punning | 2074 | 1870 | M2 |
| 102 | 2.75 | Applying one coat of cement primer of approved brand and manufacture on wall surface : | 2075 | 325 | M2 |
| 103 | 2.76 | Finishing walls with water proofing cement paint of required shade with Two or more coats applied @ 3.84 kg/10 sqm | 2076 | 325 | M2 |
| 104 | 2.77 | Finishing walls with textured exterior paint of required shade with Two or more coats applied @ 3.28 ltr/10 sqm, over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. | 2077 | 100 | M2 |
| 105 | 2.78 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture | 2078 | 500 | M2 |
| 106 | 2.79 | 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 | 2079 | 325 | M2 |
| 107 | 2.8 | Providing & fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness as specified by the manufacturer ) of approved make in all colours,shades except burgundy,bottle green,black of any size as approved by Engineer-in-Charge in skirting,risers of steps and dados over 12 mm thick bed of cement Mo+B129rtar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade. | 2080 | 60 | M2 |
| 108 | 2.81 | Providing & fixing Klippon Galvalume steel profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of bare metal thickness 0.50mm 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. | 2081 | ||
| 109 | 2.82 | i) Profile Sheet for roofing | 2082 | 500 | M2 |
| 110 | 2.83 | ii) Plain Sheet for Ridges (500 - 600mm). | 2083 | 30 | M2 |
| 111 | 2.84 | iii) Plain sheet for Flashings/ Aprons.( Upto 600 mm) | 2084 | 30 | M2 |
| 112 | 2.85 | iv) Plain Sheet for Gutter .(600 mm over all girth). | 2085 | 60 | M2 |
| 113 | 2.86 | 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. | 2086 | ||
| 114 | 2.87 | ii) 110 mm diameter | 2087 | 80 | M |
| 115 | 2.88 | Providing & fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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. | 2088 | ||
| 116 | 2.89 | ii) 110mm Coupler | 2089 | 15 | EA |
| 117 | 2.9 | iv) 110 mm Single pushfit Coupler | 2090 | 15 | EA |
| 118 | 2.91 | vi) Single tee with door of 110x110x110 mm | 2091 | 15 | EA |
| 119 | 2.92 | viii) Single tee without door of110x110x110 mm | 2092 | 15 | EA |
| 120 | 2.93 | x) 87.5° Bend of 110 mm | 2093 | 15 | EA |
| 121 | 2.94 | xii) Shoe (Plain) of 110 mm | 2094 | 15 | EA |
| 122 | 2.95 | Supplying and providing crushed stone ring of trapezoidal cross section on the sand pad foundation by using 80 mm & down size well graded hard granite metal including packing the stone ring with sand by copiously watering in layers in not more than 300 mm per layer and as per enclosed specifications. | 2095 | 515 | M3 |
| 123 | 2.96 | 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. | 2096 | 100 | M3 |
| 124 | 2.97 | 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. | 2097 | 1500 | M2 |
| 125 | 2.98 | Providing & laying 80mm thick factory made Pre-cast cement concrete interlocking Paver Block of M 40 grade made by block making machine with strong vibratory compaction & of approved size and design/ shape shade and manufacturers and as per IOCL's specifications. The paver block will have peripheral chamfer,with average crushing strength more than 40 N/Sq.mm as/ BS6717 Part -1(1986), maximum water absorption of 2% after 10 minutes and 5% after 24 hrs. as per BS 1881, maximum dimensional deviations of +/- 2mm on length & width and +/- 3mm on on thickness. The job includes supplying & laying a layer of 50mm thick clean course sand on thoroughly compacted sub-base below the paver blocks, cutting the paver blocks wherever required with hydraulic splitter, filling in the joints at the edges of paver blocks with sand,compacting with machine vibrator to required line and level, etc. complete.(Payment for provision of edge restraints shall be made separately);- Grey or Coloured 80mm thick paver blocks | 2098 | 3500 | M2 |
| 126 | 2.99 | Providing & fixing at or near ground level PRECAST CEMENT CONCRETE in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand) including the cost of required centering, shuttering complete | 2099 | 30 | M3 |
| 127 | 2.991 | Supplying & providing brick pitching (brick flat soling) using good quality chamber burnt bricks (minimum 50 KSC compressive strength) laid flat (75 mm thk) to required slope and shape and pointing the joints in CM 1:3 for the sand pad apron and slope. | 2100 | 710 | M2 |
| 128 | 2.992 | Demolishing cement concrete manually/ by mechanical means including disposal of material outside premises at unobjectionable and as per direction of Engineer - in - charge. | 2101 | ||
| 129 | 2.993 | i) 1:3:6 or richer mix | 2102 | 10 | M3 |
| 130 | 3 | PART C: | 2103 | ||
| 131 | 3.01 | SUPPLY OF PIPELINES : Supply of ERW type CS pipes of following sizes conforming to API 5L, Gr 'B"" PSL-1 with bevel ends properly covered with MS Cap, of approved make including packing, handling, loading, unloading, transporting and stacking at site, third party inspection of pipes before despatch, all complete as per specifications and directions of Site Engineer. The\n Note: (a). The quoted rate shall be on door delivery basis at IOC Kalaikunda AFS and inclusive of packing, forwarding, handling, insurance, freight, packing forwarding, third party inspection charges and all other applicable taxes/levies and no extra payment shall be made on these accounts. The TPI shall be arranged by the tenderer through any of the TPI aganecies listed in the Tender document\n(b).The tenderer will submit detailed data sheet, QAP, drawing and manufacturing process for approval from IOCL/Consultant prior to ordering for procurement. | 2104 | ||
| 132 | 3.02 | Bare Pipes 200 mm dia x 8.18 mm Wall thickness Bevel End (Bare Pipe) | 2105 | 30 | M |
| 133 | 3.03 | Bare Pipes 150 mm dia x 7.11 mm Wall thickness Bevel End (Bare Pipe) | 2106 | 40 | M |
| 134 | 3.04 | Supply of basket /Y-type type strainers as per specifications with all materials Specification: BODY/ Bonnet AISI 304, internal SS 304, Class 300#/ 150# (as specified) Detailed specification would be as per technical bid document. | 2107 | ||
| 135 | 3.05 | 200 mm dia (Bucket ) Class 150 # x Flow Rate Range of 1500 LPM | 2108 | 8 | EA |
| 136 | 3.06 | Dismantling of the existing 25/15 MM Dia SS auto sampling lines from the semiburriede tanks to the existing decantation pump house | 2109 | 323 | M |
| 137 | 3.07 | Re-Installation of SS 304 15 mm dia auto sampling lines including fitting | 2110 | 300 | M |
| 138 | 3.08 | FALL ARRESTER : Supply of horizontal lifeline with accessories for Fall arrester system including shock absorber, stainless steel rope, retractablefall arrester, carriage body, anti static full body adjustable harness, tensioner, extremity plates, cable extremity, intermediate bracket and other required materials to complete the job. | 2111 | ||
| 139 | 3.09 | SHOCK ABSORBER-SS316, In line shock absorber to absorb the impact load of a fall, provided with a tension indicator and fall indicator, moc SS 316 | 2112 | 14 | EA |
| 140 | 3.1 | CABLE EXTREMITY-SS316 (8MMDIA), termination not allowing any strands of wire rope with out swaging, | 2113 | 14 | EA |
| 141 | 3.11 | WIRE ROPE-SS316, 8.0MM DIA,with a breaking strength of 36 kN. | 2114 | 210 | M |
| 142 | 3.12 | TENSIONER-SS316 (8MM DIA) WITH CABLE EXTREMITY, termination not alllowing any strands of wire rope with out swaging, to adjust the tension in the wire rope as and when it is required. | 2115 | 14 | EA |
| 143 | 3.13 | INTERMEDIATE BRACKET-SS316-SWIVEL, to provide spans between the anchor points of the life line which will be fixed on the fabrciated posts. | 2116 | 56 | EA |
| 144 | 3.14 | EXTREMITY PLATES, as anchors for fixing the shock absorber at one end and extremity at the other end of the life line which will be fitted on the fabricated posts. | 2117 | 28 | EA |
| 145 | 3.15 | CARRIAGE BODY-SS316, for easy movement of the system along the wire rope and allows crossing of intermediates with out disconnection. | 2118 | 28 | EA |
| 146 | 3.16 | RETRACTABLE FALL ARRESTER, with 3.5 meter statinless steel wire rope | 2119 | 14 | EA |
| 147 | 3.17 | ANTISTATIC FULL BODY HARNESS, with back D rings and front textile loops for anchoring. | 2120 | 14 | EA |
| 148 | 3.18 | Supply of steel karabiner, made of alloy steel 304 having breaking strength of 25KN | 2121 | 14 | EA |
| 149 | 3.19 | Site visit, Design, drawing, Installation, testing, commissioning & customization of fall arrestor system at TLF bay as per site condition with safety harness, complete. The design/ drawing to be approved by IOCL Engineer or IOCL consultant before installation. The total fall arrester system shall be certified to Indian or International Standards for use in potentially explosive atmospheres. The fall arrestor system shall be inspected and certified by TPI as per QAP in line with technical specification for each item. TPI to be appointed by the bidder from IOCL approved TPI list & payment of TPI to be settled by the vendor. | 2122 | 14 | EA |
| 150 | 3.2 | Supplying of FLP start/stop push button stations (for pumps) of installation on ISMC 100 / angle iron frame. this includes supplying of all structural steel& painting of frame with two coats of synthetic enamel paints over two coats of zinc chromate primer, allied civil work for fixing the frame. complete with supply of all required materials and as per direction of Engineer-in-charge | 2123 | 8 | EA |
| 151 | 3.21 | Supply of suspended mounting FLP WELL GLASS FITTING FOR 45W LED, TYPE NO - LW51125, FCG make or equivalent etc. complete with supply of all required materials and as per instruction of Engineer-in-charge. | 2124 | 40 | EA |
| 152 | 3.22 | Fixing & connection of suspended mounting FLP WELL GLASS FITTING FOR 45W LED, TYPE NO - LW51125, FCG make or equivalent for Pump House,Decantation shed, Dispenser shed etc. complete with supply of all required materials and as per instruction of Engineer-in-charge. | 2125 | 40 | EA |
| 153 | 3.23 | SUPPLY OF LT CABLES-Supply of CABLE CORPORATION OF INDIA / UNIVERSAL CABLES LIMITED / NICCO/ FINOLEX / RPG CABLES LTD / POLYCAB / CRYSTAL/GLOSTER make 1.1KV grade, armoured XLPE, Aluminium / Copper conductor cable of following sizes as per specification.The cables length here are tentative. the vendor has to take the actual measurement at site. IOCL will not be responsible for procurement of any extra cable length by the vendor the job will be completed with supply of all required materials,specifications and as per direction of Engineer-in-charge. | 2126 | ||
| 154 | 3.24 | 10CORE X 1.5 SQ. MM (CU.) | 2127 | 500 | M |
| 155 | 3.25 | LAYING LT CABLES of CABLE 1.1KV grade, armoured XLPE, Aluminium / Copper conductor cable of following sizes as per specification and laying the cable as per specification under the ground at a depth minimum 1.2 m. with 75mm thick sand bedding around the cable and brick channel protection (16 nos bricks / mtr) Cable should be laid through pipe (GI/Hume pipe) where the cable will cross any road, pipe line, and other cables and at the entry portion in the building. whenever the cable will cross the road or any concreting surface then the surface will make good after completion of cable laying as per existing one. if any bitumen road/driveway surface is dismantaled for cable laying then the portion will be make good with the minimum 200 mm thick p.c.c (1:2:4) over100 mm thk p:c:c (1:3:6) and one layer of brick soling. no separate cost will be paid for making good of existing surface.The cables will be laid on the wall of any building through G.I cable tray and providing proper supports on the tray by structural steel (cost for cable tray and structural steel will be paid separately.)the length of cables indicated here are tentative. the vendor has to take the actual measurement at site. IOCL will not be responsible for procurement of any extra cable length by the vendor the job will be completed with supply of all required materials,specifications and as per direction of Engineer-in-charge. | 2128 | ||
| 156 | 3.26 | 10CORE X 1.5 SQ. MM (CU.) | 2129 | 500 | M |
| 157 | 3.27 | Supply of 12 way LDB with 63Amp 4P RCCB, 300mA as Incomer and 10A MCB switches as Outgoing 12 nos & installation on ISMC 100 / angle iron frame. this includes supplying of all structural steel& painting of frame with two coats of synthetic enamel paints over two coats of zinc chromate primer, allied civil work for fixing the frame. complete with supply of all required materials and as per direction of Engineer-in-charge | 2130 | 1 | EA |
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