Tender For Laying And Associated Works For Lmc Connectivity To M/S Jsw Utkal Steel Limited
Tender Value
Ref. Documents
Estimated cost
Bid Submission
28 Aug 2026
13 days left
EMD
17.21 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ghaziabad → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Laying And Associated Works For Lmc Connectivity To M/S Jsw Utkal Steel Limited
BOQ
| Sl. No. | Item Description |
| 1 | PIPELINE LAYING / INSTALLATION (CARBON STEEL PIPES) |
| 2 | Receiving and taking over, as defined in the specifications, handing, loading, transportation and unloading of Owner-supplied 3-layer PE coated line pipes, bare pipes along with associated fittings and valves from Owner's designated stock-yard to Contractor's stock-yard / workshop / work-site including preliminary activities, preparation of drawings, wherever required for crossing, etc. including handling, stacking, stringing on the pipeline Right-of-Use(ROU) /Right -of- Way (ROW)/ pipeline route alignment, carrying out inspection of Company-supplied materials, including line pipes, at the time of taking over, laying / installation of coated line pipes, associated fittings (IJ,Barred tee etc) and accessories, including execution of all works, taking over, handling, including loading and unloading, arrangement of all additional land required for Contractor's storage, fabrication, access for construction, procurement and supply of all materials (except Owner-supplied materials), consumables, equipment, labour and other inputs, carrying out all temporary, ancillary, auxiliary works, ready for commissioning of pipeline, as per drawings, specifications, other provisions of Contract Document and instructions of Engineer-in-Charge (EIC), including, but not limited to, carrying out following works: |
| 3 | Including marking the route map, alignment sheet, etc. drawings showing survey details, and submit same to Owner for review. |
| 4 | Staking and installation of construction markers, clearing, fencing, grubbing, full filling all the requirements of various statutory / environment authorities to the entire satisfaction of concerned authorities, grading of work area. Shifting of all obstructions within the ROU / pipeline route alignment, viz. electrical lines / poles, telephone lines / poles, coordination and liasioning with concerned authorities and obtaining NOCs from these authorities post completion of work. |
| 5 | Trenching to all depths and to a width to accommodate the pipeline and/or optical fiber cable/cable conduit during lowering & backfilling as specified in scope document and as per the relevant standards, specifications, etc by excavation in all types of soils (including soft/hard rock), including controlled blasting, chiseling or otherwise cutting etc.; providing depth of padding (Soft soil or sand) /rock shield (as directed by EIC) in trench bed & above and around the pipeline HDPE duct and OFC as required with sand / graded earth approved by Engineer-in Charge; [The minimum depth of the top of pipeline shall be 1.2m measured from top of pipeline coating to the top of undisturbed surface of the soil or as per Special Condition of Contract (SCC) / OISD - 141 OISD - 226]. Dewater of trenches if required as per site condition. |
| 6 | Carrying out repairs of pipe defects / replacement in case of irreparable defects and repairs of defects of pipe coating not attributable to Owner including defects / damages occurring during transportation / handling. |
| 7 | Stringing of line pipes along ROU/ROW including providing straw / sand / soft soil bags, soft padding / sand padding/(Rocksheild for rocky area). |
| 8 | Checking, cleaning, aligning, bending, cutting and bevelling (as required) of pipes for welding & field adjustments including pipe fittings, welding, carrying out non-destructive testing of welds as required including 100% radiography by X-Ray (in case of space constrant & small work by Gamma Ray on Owner's approval) as per specifications in piping of all types and thickness and providing all requisite equipment, labour, supervision, materials, films, consumables, all facilities & personnel to process, develop, examine and interpret radiographs & other tests as required, carrying out repairs of weld-joints found defective by EIC, carrying out re-radiography and other tests as required on repaired joints, etc. as mentioned in SCC and particular job specifications. |
| 9 | Installation of carrier line pipe at all crossings viz road, cartrack, pathway, drain, nallah & minor water crossings, etc. at designated depth by open cut (except at HDD / Boring cased crossings which is covered separately elsewhere in this SOR). |
| 10 | Coating of all weld joints, long radius bends, etc. |
| 11 | Installation / lowering the pipeline in trench to required depth, placement of PE / PVC warning mat over the pipeline along the complete route, padding around pipeline with suitable approved soil including supply of padding material, PE / PVC warning mat, backfilling with available / borrowed earth, approved excavated material and /or other suitable soil by crowning. |
| 12 | Supply and installation of slope breakers, bank protection, wherever required and as directed by EIC. |
| 13 | Installation of LR Bend, as per specification wherever required depending on site condition. |
| 14 | Erection of isolation valves for pipelines inside the valve-pits and making provision to operate the valves at above ground level. |
| 15 | All tieing-in, including the tie-ins with adjacent section of the pipeline. |
| 16 | Lowering the pipelines in trench, providing required depth and backfilling over and around the pipeline with available, approved excavated material as per specification and / or other suitable soil approved by EIC. |
| 17 | Select soil for backfilling, if required, as per specification including supply of graded sand / rock / other types of soil in place of available excavated material and / or other suitable soil, including transportation of such special backfill material over all distances, complete. |
| 18 | Protective coating of 450 microns thick 2-component high built coal tar epoxy (applied with the help of minimum 3 coats) including supply of coating & other materials duly approved by Owner for all piping valves, fittings, structural steels, etc. for buried installation and inside the valve-pit. |
| 19 | Carrying out air cleaning, pigging, flushing, cleaning and hydrostatic testing of complete pipeline with required quantity of corrosion inhibitor including pre-testing of designated sections complete as per specification and approved by EIC to specified pressures indicated elsewhere and duration after stabilization as per specification, providing all equipment, pumps, fittings, instruments, dead weight tester, pressure recorder, thermocouples, etc., and services, supervision, labour, consumables, water including supply of corrosion inhibitor, air, etc. as required, locating of leaks and rectification of defect attributable to Contractor (rectification of defects in linepipe material not attributable to Contractor shall be paid separately as per other item of SOR), re-testing after rectification, dewatering after successful completion of hydrotesting of entire section and as approved by EIC, complete. |
| 20 | Swabbing of the complete pipeline section and the associated facilities being installed to the specified acceptance criteria and other provisions of Contract Document and instructions of EIC. |
| 21 | Repair of defects recorded during EGP/gauge plate run or otherwise including cutting, beveling, welding, radiography, field joint coating etc; as applicable, |
| 22 | Supply and installation of Concrete Slab / HT sheeting for Protection of Pipeline against underground HT cables /over head HT lines as required drawing and specification attached with tender document |
| 23 | Final clean-up and restoration of right of way/right of use including obtaining NOC from respective land owner / farmers and statutory authorities as required and disposal of debris and returning all surplus material to designated disposal areas/storage yard, as directed by Engineer-In-Charge; |
| 24 | Preparation of as-built drawings, pipe-books (2 soft copy in AutoCad format and 2 in PDF format (in seperate Pen drives/Hard drives) and 2 hard-copies of pipe-book) All the works shall be executed in accordance with the provision of Contract including carrying out all temporary / ancillary / auxiliary works required for the performance of the works and all other acts, deeds, matters and things necessary to make the pipeline ready for precommisioning activities. |
| 25 | Line pipe laying & installation with radiography |
| 26 | Specified Size (NB) |
| 27 | 323.8 (12\\"), X-70 or higher, 7.10 mm or higher |
| 28 | Note: (1) This item shall be applicable for the underground steel main pipeline to Insulating Joint at proposed Receiving / Dispatch Station; (2) All crossings installed by HDD / jacking / boring shall be paid separately as per the rates quoted for the same elsewhere in the SOR. |
| 29 | SUPPLY OF LR BENDS |
| 30 | Bends (R = 6D) 12\\" NB, 7.10 mm (Or Higher) W.T. X70 Angle - 10-30° |
| 31 | Bends (R = 6D) 12\\" NB, 7.10 mm (Or Higher) W.T. X70 Angle - 31-44° |
| 32 | Bends (R = 6D) 12\\" NB, 7.10 mm (Or Higher) W.T. X70 Angle - 45-60° |
| 33 | Bends (R = 6D) 12\\" NB, 7.10 mm (Or Higher) W.T. X70 Angle - 61-90° |
| 34 | Note : i. The quantities of LR Bends may vary. For final quantity, approval shall be taken by EIC before order. Ii. Pipe shall be provided as FIM for the preparation of LR Bends. |
| 35 | INSTALLATION OF CARRIER PIPE CROSSINGS BY HDD METHOD AT CROSSING WITHOUT CASING PIPE IN ALL TYPE OF SOILS (Including Hard Rock) |
| 36 | Complete work of any crossing by HDD method including \\"Receiving and taking over\\" owner supplied three layer PE coated line pipes from Owner's designated place to issue/ dump site(s) and transportation to Contractor's stock yard/ work shop/ work site including all handling, loading, unloading, aligning etc. supply of all Contractor supplied material including consumables, manpower, equipment, other resources to work site(s) and aquiring the required land for storage., Execution of, but not limited to, following works in accordance with specifications and instruction of Engineer-in-charge and as per all provision of Contract Document. |
| 37 | For waterbody, In-situ pre-construction survey including auger bore(s) of minimum 6.0 M depth [in the middle third of waterway; at least 1 in each waterbody and at interval of 50M centres] to establish bed strata,its bore log by soil testing; obtaining historical data/ scour depth from concerned authority ascertaining under neath soil & strata, necessary cover required over the carrier pipeline from lowest bed level of the stipulated water crossing including design & calculation and detail engineering and making of crossing drawing for getting the approval from concerned Authority/ Engineer-in-charge, getting work permit/ NOC for water crossings as well as utility crossings (if any) encountered during water crossing prior to start the execution of work. For road crossings,pre-construction survey based on site visit, collection of data (if required) from concerned Authority including design and detail engineering and making of crossing drawings for getting their approval from concerned Authority/ Engineer-in-charge, getting work permit/ NOC for the crossing as well as utility crossings (if any) encountered during crossing prior to start the execution of work. |
| 38 | In case of water body crossingsDrilling to the required depth on the banks and bed including maintenance of drill hole in all types of strata, all depth to accommodate the pipeline and CS conduit for OFC laying at all conditions of the waterbody crossings by HDD methods for providing with minimum cover either(i) 1.5m below the scour level / profile, duly approved/ accepted by concerned authority ( under whose jurisdictions the crossing lies)---- For rivers with rocky bed or (ii) 2.5m below the scour level / profile, duly approved/ accepted by concerned authority ( under whose jurisdictions the crossing lies)---- For major rivers.or(iii) 1.5 m below the bed level / profile, duly approved/ accepted by concerned authority ( under whose jurisdictions the crossing lies)---- For minor waterbody crossings.and(iii) In addition to point (i) & (ii), In case of multiple combined X-ing i.e. river alongwith road/ drain, minimum cover requirement as per specification/ concerned authority for each type of x-ing has also to be fulfilled. |
| 39 | In case of road crossing, drilling to required depth from top of road including maintenance of drill hole in all types of strata, all depth to accommodate the pipeline and CS conduit for OFC laying at all conditions encountered during road crossing by approved HDD methods for providing minimum cover specified in code/ specification or the actual depth as decided by concerned authority, whichever is more. |
| 40 | Laying of the pipeline (for both water body and road crossing) by the approved HDD method across the crossing including, strings preparation of pipes, welding, testing, 100% NDT by AUT/ radiography by x-ray, welding repair and retest, coating of field joints with special type Dirax Heat Shrink Sleeve or equivalent (including supply of coating material) and repair of pipeline coating with special PERP-80 repair patch or equivalent material (including supply of repair patch) as per specification, pre-hydrotest of complete strings made for crossing etc.String preparation of 6 inch CS conduit for OFC, welding.The Contractor has to quote alongwith 6\\" CS conduit.Backfilling of the ditch/ trench including restoration and clean-up of area, disposal of drilling fluid & waste etc. to the satisfaction of Engineer-in-charge and /or as directed by Concerned Authority.Gauging, Pigging, Cleaning, Post installation hydrotest,dewatering and tie-in with pipeline at either banks etc.as per specifications, codes, approved drawings, calculations, methods and as directed by Engineer-in-charge and provision of contract document; getting NOC from all concerned authority of the facilities crossed. |
| 41 | Installation of 12\\" NB 3LPE Coated Carbon Steel Pipeline by HDD |
| 42 | Note: (1) The length mentioned in SOR is indicative for all the crossing to be done by HDD & locations shall be decided by GAIL / Consultant prior to start of job depending upon site-condition; (2) Quantity and length may vary as per actual site condition. (3) Payment for the length of final tied in carrier pipeline string with mainline laid by HDD are inclusive in this above item rate. No any separate payment shall be made under other clauses mentioned elsewhere. |
| 43 | PERMANENT MARKERS |
| 44 | Supply, fabrication & installation of following types of permanent markers along the route including all associated civil works such as excavation in all types of soil, construction of pedestals & grouting with concrete, cleaning, supply & application of approved colour & quality of primer and paint, stencil letter cutting for numbers, direction, chainage, etc., restoration of area to original condition & performing all works as per drawings, specifications and instructions of EIC. |
| 45 | Pipeline Warning Signs |
| 46 | Kilometer Posts |
| 47 | Direction Markers |
| 48 | Magnetic Cleaning & Electronic Geometric Pigging |
| 49 | Mobilisation/demobilisation of pigging tools, tackles, consumables, accessories, and personnels, by contractor at work-site including but not limited to magnetic pig, electronic geometry pig, and pig tracking device, temporary launcher and receiver as per specification and other provisions of bid documents, including supply equipments, materials, manpower etc. as required for geometry inspection and magnetic cleaning of section, including calibration of magnetic and caliper tools at work site, running of adequate no. of magnet pigs and electronic geometry pigs( caliper) including pig tracking at 5 to 10 km intervals, preparation of site report on pipeline, data analysis at contractors facility as per specifications and provision of Bid documents. |
| 50 | REPAIR OF DEFECTS IN LINE PIPE AND PIPE COATING (ATTRIBUTABLE TO OWNER) |
| 51 | Repair of Owner supplied line pipe and external corrosion coating of all thicknesses noted at the time of taking delivery by Contractor, including performing all works as per specifications and directions of Engineer-in-charge. |
| 52 | Repair of coating defects in 3-Layer PE Coating Line Pipe |
| 53 | Repair of Holiday in Coating |
| 54 | Supply of all coating repair materials as per specification to be compatible with line pipe coating material and as per the requirements of the relevant specifications, supply of all consumables, utilities, equipment, and all manpower required, pipe cleaning and surface preparation repairing of coating defects (resulting in holiday in coating) and testing including all handling, transportation, etc. for line pipes, performing all works necessary for the completion of the works strictly in accordance with the relevant specification and instructions of Engineer-in-charge. This rate shall be applicable per sq.cm of the exposed steel area. |
| 55 | Repair of Defects in Pipes |
| 56 | Cutting and rebevelling (dents / damage in bevels exceeding 3mm in depth) |
| 57 | Jack out (dents in bevels ranging between 1mm and 3mm in depth) |
| 58 | LEAKS/ BURSTS (Attributable to Owner) |
| 59 | Major Leak/ Bursts (Detected by visual method) : All works for locating & detection of leak/ burst (occurred during hydrostatic testing) including necessary repairing/ replacing defective pipe lengths, including cutting out and removing the defective pipe, pretesting the replacement pipe, welding into mainline, and NDT of welds, repair and re-testing of defective welds, coating of welded joints, clean-up, retesting the full test section of pipeline including providing all labour, materials, consumables and inputs other than Owner supplied materials and performing all works as per drawings, specifications enclosed with the tender/ contract document and directions of Engineer-in-charge |
| 60 | Major leak (Detected by visual method) For pipeline size 300 mm (12\\") OD |
| 61 | Note: (1) This rate is applicable for any number of repairs required in the section for manufacturing defects in Owner supplied material only. |
| 62 | (2) Leak detection, its rectification and successfully re-hydrotesting shall be carried out as per approved procedure by Contractor with a view that completion of all activity for successful hydrotesting is not inordinalely extended which will hamper the overall project schedule. |
| 63 | Minor Leak (Detected by sectionalizing method) : All works for locating leak by sectionalizing or any other methods which can not be located by visual means, (occurred during hydrostatic testing) including necessary repairing/ replacing defective pipe lengths, including cutting out and removing the defective pipe, pretesting the replacement pipe, welding into mainline, and NDT of welds, repair and re-testing of defective welds, coating of welded joints, clean-up, retesting the full test section of pipeline including providing all labour, materials, consumables and inputs other than Owner supplied materials and performing all works as per drawings, specifications enclosed with the tender/ contract document and directions of Engineer-in-charge |
| 64 | Minor leak (Detected by sectionalizing method) For pipeline size 300 mm (12\\") OD |
| 65 | Note: (1) This rate is applicable for any number of repairs required in the section for manufacturing defects in Owner supplied material only. |
| 66 | (2) Leak detection, its rectification and successfully re-hydrotesting shall be carried out as per approved procedure by Contractor with a view that completion of all activity for successful hydrotesting is not inordinalely extended which will hamper the overall project schedule. |
| 67 | PRE-COMMISSIONING OF ENTIRE UNDERGROUND PIPELINE AND TERMINALS / STATIONS. /VACCUM DRYING/COMMISSIONING ASSISTANCE AND COMMISSIONING |
| 68 | Pre-commissioning activities and pre-commissioning checks to the specified acceptance criteria, making the entire pipeline system ready for commissioning, providing assistance during the complete duration of commissioning operations, supply of all equipment, manpower, consumables (including pigs and required quantity of nitrogen for valve operations) materials for all temporary works and performing all associated works, complete as per the relevant specifications, other provisions of Contract document and instructions of Engineer-in-Charge.Pre-commissioning of pipeline including terminals / stations. Complete work of carrying out drying by vaccum drying method of pipeline section (@ Temperature Dew Point (-20°C) & Pressure 1 Torr) including supply of manpower, equipments & consumables, materials for all temporary works and performing all associated works, complete as per the relevant specifications, other provisions of Contract document and instructions of Engineer-in-Charge.Providing commissioning assistance to other sections and commissioning of the section including all stations and including supply of all consumables, nitrogen, all equipment, manpower, etc., complete as per requirement of specifications, other provisions of contract document and instruction of Engineer In-charge. |
| 69 | Note: (1) The quantities given above against individual items are indicative and shall not be considered to be binding. The quantities may be increased, decreased or deleted at site at the time of actual execution. Procurement shall be done as per actual site condition, approved construction drawings and as per instruction of EIC. The unit rate shall be operated to work out the final payment to the contractor; (2) In each area, quantities given against individual item may be utilised / used for other consumers in same area. |
| 70 | SCHEDULE OF RATES (SOR): SECTION-B [MECHANICAL (PIPING & TERMINAL WORKS)] |
| 71 | PLANT PIPING (ABOVE GROUND) |
| 72 | Complete Carbon Steel Piping Work with painting including all fittings, flanges and supply of all required gaskets, studs bolts & nuts, etc., as described below |
| 73 | Transportation of all piping items from Contractor's storage point to work site complete work of fabrication, erection, painting, testing of pipes, flanges and fittings and making ready for further commissioning / start-up of carbon steel piping of all sizes and ratings including supply of all consumables, equipment, manpower and other resources and execution of, but not limited to, the following works in accordance with relevant specifications indicated in particular job specification & scope of work indicated in SCC, drawings, specification and instructions of EIC and as per all provisions of the Contract Document. |
| 74 | Fabrication including cutting, edge preparation, inclusive of grinding the edges of pipes, fittings, flanges, etc. to match with the matching edges of uneven / different thickness wherever required, welding, attachment of all pipe fittings like elbows, tees, reducers. Supply of gasket & stud bolts , nuts, U-clamps, etc. as required for completion of job. All fittings installation shall be paid linear meter basis under this item only. |
| 75 | Handling and installation of all types & size of valves including assembly of valve accessories/ Actuator, (if any) by bolting, threading or welding, supply and insertion of gaskets, nuts & bolts, nipples, tubing etc. at all elevations of pipe sleepers, supports or overhead on racks, equipments nozzle, skid & painting etc. supply of all consumables, manpower, equipment, etc. for completion of all works as per scope of work and as per drawings, specifications and instructions of EIC including servicing / cleaning of valve wherever required. |
| 76 | Installation of weldolets, sockolets, flanges, vent and drain point connection, etc., as required. |
| 77 | Erection including prior cleaning, lifting, placing on pipe sleepers and supports, overhead on racks, skids and at all elevations including installation, design & fabrication of all type of supports / jump-over and carrying out connected activities for all types of valves including supply & fixing of gaskets, studs / bolts, nuts wherever required for all sizes, leveling, aligning, joining of flanges, blind flanges, connecting with equipment, nozzles, strainers, tie-in with existing piping / facilities, etc. tapping for inline instruments like pressure gauges, thermowells, sample connection, etc. |
| 78 | Design and Residual Engineering |
| 79 | Preparation of bill of material(BOM) |
| 80 | Preparation of Construction, Fabrication, GAD, isometric and As-built drawings |
| 81 | Carrying out all Non-destructive testing as required except Radiography. |
| 82 | Surface preparation before application of primer by means of sand blasting including supply of approved quality of sand, manpower, machineries, tools & tackles to achieve required roughness as per specification and as per instruction of EIC. |
| 83 | Painting of entire system (including aboveground all pipes fittings, flanges & accessories) suitable for Normal corrosive area environment including supply of approved paints & primers, application of primer & paints, identification lettering / numbering, color-coding, etc. as specified including rub-down & touch-up of shop primer or scrapping of shop primer wherever required by Company and providing scaffolding for all heights, etc. |
| 84 | Cleaning and flushing by water / compressed air, testing of the systems including hydrostatic, pneumatic and any other types of testing as specified, draining, drying by compressed air / other methods approved by Company. |
| 85 | Precommissioning & making operational all piping system and equipments. |
| 86 | Commissioning Contractor scope shall provide all necessary assistance in term of supply of manpower, equipment, tools and tackles required amount of nitrogen for purging of entire terminal piping system including equipments etc. to the company during commissioning activities. |
| 87 | Completion of all such work in all respects as per scope of work and as per drawings, specifications and instructions of the COMPANY and keeping the system ready in all respects for further commissioning and start-up.@Note: For Below 2\\" Carrying out all Non-destructive testing as required are including in this SOR Items. |
| 88 | 2\\" and below ( Sch-60/Sch-80/Sche160/XXS/XS) |
| 89 | Above 2\\" to Below 12\\" Pipe (Various Thicknes) |
| 90 | 12\\" and above (Various Thicknes) |
| 91 | INSTALLATION OF VALVES |
| 92 | INSTALLATION OF ABOVE GROUND FLANGED VALVES (BALL / PLUG / CHECK / GATE / GLOBE) AS PER DETAILS GIVEN BELOW: |
| 93 | Size - 4.0 Inch, Rating - 150#/300#/600# |
| 94 | Size - 2.0 Inch, Rating - 150#/300#/600# |
| 95 | Size - 1.0 Inch, Rating - 800# |
| 96 | Size - 3/4 Inch, Rating - 800# |
| 97 | INSTALLATION OF ABOVE GROUND BUTT WELDED/SOCKET WELDED VALVES (BALL / PLUG / CHECK / GATE / GLOBE) AS PER DETAILS GIVEN BELOW: |
| 98 | Size - 18.0 Inch, Rating - 150#/300#/600# |
| 99 | Size -12.0 Inch, Rating - 150#/300#/600# |
| 100 | Size - 4.0 Inch, Rating - 150#/300#/600# |
| 101 | Size - 2.0 Inch, Rating -150#/300#/600# |
| 102 | Size - 1.0 Inch, Rating - 800# |
| 103 | Size - 3/4 Inch, Rating - 800# |
| 104 | INSTALLATION OF ABOVE GROUND HOV/ GAS ACTUATED VALVES AS PER DETAILS GIVEN BELOW |
| 105 | Size - 18 Inch, |
| 106 | Size - 12 Inch, |
| 107 | SUPPLY OF ASSORTED PIPE, VALVES , FITTINGS AND FLANGES |
| 108 | Complete work of supply of pipes, valves, fittings and flanges including all taxes, duties, transportation and inspection charges but not limited to, the following items in accordance with relevant specifications indicated in scope of work , drawings, specification and instructions of EIC and as per all provisions of the Contract Document. |
| 109 | Handling including lifting, transportation from Contractor Stores to Contractor's workshop for fabrication and/ or to work-site for field fabrication and erection for all piping items supplied by Contractor. |
| 110 | CARBON STEEL (CS) PIPES |
| 111 | CS Pipes 12\\" NB Thk 7.10mm API 5L Gr X-70 |
| 112 | CS Pipes 1 \\" NB Sch 160, A 106 Gr.B. |
| 113 | CS Pipes 3/4 \\" NB Sch 160 , A 106 Gr.B. |
| 114 | VALVES |
| 115 | Supply of Actuated Valves as per PMS and Data Sheet |
| 116 | Size - 12 Inch, 600#, Body-ASTM A 216 GR. WCB/A234 Gr.WPB, Ball - ASTM A105 + 0,003\\" ENP, Seat Ring: AISI 4140+0.003 ENP, STD:API 6D, Full Bore, Above Ground, Gas actuated, Butt Weld ASME B16.25, pup piece length of 1.5D on both side of valve. Pup-piece (API 5L X70, 9.5 mm WT), including tubing, fitting & associated materials, ( Connetion size for tubbing is 3/4 \\" NPT, male) |
| 117 | Size - 12 Inch, 600#, Body-ASTM A 216 GR. WCB/A234 Gr.WPB, Ball - ASTM A105 + 0,003\\" ENP, Seat Ring: AISI 4140+0.003 ENP, STD:API 6D, Full Bore, Above Ground, HOV, FE ASME B16.5, including tubing, fitting & associated materials, ( Connetion size for tubbing is 3/4 \\" NPT, male) |
| 118 | Size - 18 Inch, 600#, Body-ASTM A 216 GR. WCB/A234 Gr.WPB, Ball - ASTM A105 + 0,003\\" ENP, Seat Ring: AISI 4140+0.003 ENP, STD:API 6D, Full Bore, Above Ground, Gas actuated, Butt Weld ASME B16.25, pup piece length of 1.5D on both side of valve. Pup-piece (API 5L X70, 11.93 mm WT), including tubing, fitting & associated materials, ( Connetion size for tubbing is 3/4 \\" NPT, male) |
| 119 | Supply of Butt/Socket Welded- Female (SW) Ends Ball Valves as per PMS and Data Sheet |
| 120 | Size - 0.75 Inch, 800#, SW Ends, Design Standard - BS EN 1SO 17292, Floating type, Full Bore Ball Valve, Lever Operated |
| 121 | Size - 1.0 Inch, 800#, SW Ends, Design Standard - BS EN 1SO 17292, Floating type, Full Bore Ball Valve, Lever Operated |
| 122 | Size - 2 Inch, 600#, BW Ends, Design Standard - BS EN 1SO 17292, Floating type, Full Bore Ball Valve, Lever Operated |
| 123 | Size - 18 Inch, 600#, BW Ends, BODY-ASTM A 216 GR. WCB BALL- ASTM A 216 GR. WCB+0.003” ENP, BODY SEAT- RPTFE, ASME B16.25, pup piece length of 1.5D on both side of valve. Pup-piece (API 5L X70, 11.93 mm WT) |
| 124 | Supply of Globe Valves as per PMS and Data Sheet |
| 125 | Size - 2 Inch, 600#, Flange Ends, Design Standard - BS EN 1SO 15761, |
| 126 | Size - 2 Inch, 600#, BW, Design Standard - BS EN 1SO 15761, |
| 127 | Size - 4 Inch, 600#, BW, Design Standard - BS EN 1SO 15761, |
| 128 | Supply of Plug Valves as per PMS and Data Sheet |
| 129 | Size - 0.75 Inch, 800#, SW Ends, Design Standard - BS 5353 |
| 130 | Size - 1 Inch, 800#, SW Ends, Design Standard - BS 5353 |
| 131 | Size - 2 Inch, 600#, Flange Ends, Design Standard - BS EN 1SO 15761, |
| 132 | Size - 2 Inch, 600#, BW, Design Standard - BS EN 1SO 15761, |
| 133 | FLANGES |
| 134 | Supply of Raised Face (WNRF) Flanges as per details below: |
| 135 | Size - 18 Inch, 600# , Thk/Sch - M , Material - ASTM A105, Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.5 |
| 136 | Size - 12 Inch, 600# , Thk/Sch - M , Material - ASTM A105, Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.5 |
| 137 | Supply of Raised Face Blind Flanges (BLRF) as per details given below: |
| 138 | Size - 18 Inch, 600# , Material - ASTM A105, Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.5 |
| 139 | Size - 1.0 Inch, 600# , Material - ASTM A105, Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.5 |
| 140 | Size - 3/4 Inch, 600# , Material - ASTM A105, Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.5 |
| 141 | FITTINGS |
| 142 | Supply of R=1.5D 90o BW Elbow as per details given below: |
| 143 | Size - 12 Inch, ASTM A 234 GR. WPB, BW, 1.5 D, ASME B 16.9 |
| 144 | Supply of Specticle Blind as per details given below: |
| 145 | Size - 12.0 Inch, 600# , Material - ASTM A105, Face/Finish - RF/125AARH , Dimn. Std. - ASME B 16.48 |
| 146 | Size - 3/4.0 Inch, 600# , Material - ASTM A105, Face/Finish - RF/125AARH , Dimn. Std. - ASME B 16.48 |
| 147 | Supply of Flow Tee as per details given below: |
| 148 | Size - 18 Inch x 18 Inch, Thk/Sch - M, Material - ASTM A 234 GR.WPB, Dimn. Std. - ASME B 16.9 |
| 149 | Size - 12 Inch x 12 Inch, Thk/Sch - M, Material - ASTM A 234 GR.WPB, Dimn. Std. - ASME B 16.9 |
| 150 | Supply of BW Un-equal Tee as per details given below: |
| 151 | Size - 18 Inch x 12 Inch, Thk/Sch - M, Material - ASTM A 234 GR.WPB, Dimn. Std. - ASME B 16.9 |
| 152 | Size - 12 Inch x 4 Inch, Thk/Sch - M, Material - ASTM A 234 GR.WPB, Dimn. Std. - ASME B 16.9 |
| 153 | Size - 2.0 Inch x 1.0 Inch, Thk/Sch - XS, Material - ASTM A 105 (CHARPY), Dimn. Std. - ASME B 16.9 |
| 154 | Size - 2.0 Inch x 3/4 Inch, Thk/Sch - XS x 160, Material - A105 (CHARPY), Dimn. Std. - ASME B 16.9 |
| 155 | Supply of Sockolet conforming to MSS-SP-97, Material - ASTM A105 and as per details given below: |
| 156 | 12\\" x 3/4\\", 6000# |
| 157 | 12\\" x 1\\", 6000# |
| 158 | 4\\" x 3/4\\", 6000# |
| 159 | 4\\" x 1\\", 6000# |
| 160 | Supply of Weldolet conforming to MSS-SP-97, Material - ASTM A105 (CHARPY) and as per details given below: |
| 161 | 18\\" x 2\\", Thk/Sch - XS |
| 162 | 12\\" x 2\\", Thk/Sch - XS |
| 163 | SUPPLY & INSTALLATION OF QOEC |
| 164 | Supply and Installation of QOEC for ventline including all necessary piping fabrication works, including providing all necessary equipments, labour, materials, consumables and inputs other than Owner supplied materials and per forming all works as per drawings, data sheet, specifications enclosed with the Contract and directions of Engineer-in- Charge. |
| 165 | QOEC 4\\"- 600 # |
| 166 | Supply of Reducer (CONCENTRIC) as per details given below: |
| 167 | 4\\" X 2\\" 6A1 ASTM A 234 GR. WPB B.W, ASME B16.25 |
| 168 | Nipple |
| 169 | Supply of Nipple 3/4 inch, ASTM-106, Sch- XXS ( One side Threaded (NPT)-Male, One side socket welded)- Length : 150MM |
| 170 | RADIOGRAPHY |
| 171 | Performance of radiographic inspection by gamma radiation as per scope of work and as per specifications in piping of all types and thickness including providing / hiring of all necessary equipments, supply of all consumables, and whatever else even though not expressly mentioned but required to perform the work as per specifications and instructions of EIC (full circle re-radiography of the repaired joint and additional radiography necessitated due to poor performance of contractor's welder shall be carried out by the Contractor at his own cost and shall not be paid extra by Company). Radiographs shall be submitted to the EIC for acceptance whose decision shall be final and binding. |
| 172 | Radiography 2\\" NB |
| 173 | Radiography 4\\" NB |
| 174 | Radiography 12\\" NB |
| 175 | Radiography 18\\" NB |
| 176 | RECEIVING & TAKING OVER, HANDLING, TRANSPORTATION OF PIPES , FLANGES , FITTINGS , VALVES/ FILTERING/ METERING SKIDS/PRS /PIG TRAPS & OTHER EQUIPMENTS ETC (TERMINAL / MAINLINE MATERIAL / SURPLUS MATERIAL) - ANYWHERE IN INDIA |
| 177 | The Contractor shall receive and take over, Handling including lifting, Owner-supplied bare / 3 LPE Coated line pipe / Ball Valves ,Flanges , Fittings, filtering, metering, prs skid, pig traps and any other material from GAIL's designated store, inspection of material at dispatch point as well as destination point and its transportation to work-site (including transit insurance) / return of project surplus / sparable material from Project site / Contractor's store to GAIL's store / warehouse including loading on trucks / trailers, transportation, unloading & stacking on wooden sleepers at Contractor's own stock-yard near work-site(s) / GAIL store (as applicable), including arrangement of truck / trailers / cranes / other material / machinery / manpower / consumables. |
| 178 | Transportation by Trailer Fix up to 0-50 KM (Weight up to 18 Ton) per trip |
| 179 | Transportation by Truck Fix up to 0-50 KM (Weight up to 10 Ton) per trip |
| 180 | Transportation by Trailer Capacoty 18 Ton (40' L X 8.6' W X 7' H) Beyond 50 KM in addition to SOR Item No. B006010. |
| 181 | Transportation by Truck (Weight up to 10 Ton) Beyond 50 KM in addition to SOR Item No. B006020. |
| 182 | Note: Unit of measurement MT - Km is product of Weight (in MT) of Material to be transported & road distance (in Kilometers) between dispatch point & destination point. Accordingly, unit rate will be in Rs. / MT-Km; (1) Transportation up to 50KM shall be paid by SOR no. B006010/B006020. Beyond 50KM transportation shall be paid by SOR no. B006030/B006040.(2) The nominal quantity of pipes, fittings and valves must be accommodated with other material like M-skid, PRS, Pig Launcher / receiver etc. if feasible.(3) The quantities given in above item no. are tentative only and shall not be considered to be binding. The quantities may be increased, decreased or deleted as per the actual site requirement and instructions / recommendations of Owner. The unit rate shall be operated to work out the final payment to the Contractor; (4) Above price shall be exclusive GST but inclusive of all type of toll taxes & duties, transit insurance during transportation & other insurance, etc. including all financial & commercial implication as per the tender document.(5) The weightage of material may be varies as part load or full load as per the project requirement, Bidder to be quoted the price accordingly. |
| 183 | FIRE EXTINGUISHERS (Portable) |
| 184 | Supply, installation and commissioning of the following fire extinguishers: |
| 185 | CO2 (10 Kg) considered 1 no. for each locations |
| 186 | 10 kg capacity DCP fire extinguisher (portable) considered 1 no. for each locations |
| 187 | 6 kg capacity DCP fire extinguisher (portable) considered 1 no. for each locations |
| 188 | 4 Nos. Sand Buckets with stand & canopy considered 1 set for each location |
| 189 | INSTALLATION OF FILTERING/ METERING/ PRS SKID/ ANALYZER AND SCRAPER TRAPS |
| 190 | Installtion of above ground owner supplied Filtering , Metering , PRS Skid, Analyzer, Pig traps and other equipment at work site up to mechanical completition in all respect, inclusive of painting suitable for Normal Corrosive Environment at all elevation , fixing of foundation bolts, welding wherever required, aligning, grouting, hooking-up, enabling works as required and completing in all respect as per drawings, specification and instruction of EIC. Contractor scope also include to provide commissioning assitance during pre-commissing / commissioning of filtering skid/metering skid /PRS/pig trap and other equipments.Note:Instalation and commssioning of Instrumentation items such as Gas Chromatograph (GC) & metering panel(flow computer panel), cable laying are seperately covered under Instrumentation SOR |
| 191 | Installation of above ground Flanged/ Welded Scraper Traps up to mechancial completion in all respectinclusive of painting suitable for Normal Corrosive Environment |
| 192 | Installation of above ground Metering Skid/ Pressure Reducing Skid with inlcuding all assocaited electrical & instrumentation items, up to mechanical completion in all respect inclusive of painting suitable for Normal Corrosive Environment at RT/DT. |
| 193 | PADDING FOR PIPE SUPPORTS (4 Inch and Above) |
| 194 | Preparation, Fabrication and erection of padding for pipe supports (for all sizes/ thickness) by owner supply material(pipes). Welding shall be done by approved welder as per Approved WPS of Station piping with Root 6010 & Hot pass 7018 . |
| 195 | NITROGEN SUPPLY |
| 196 | Supply of Nitrogen for preservation of Pipeline/ purging of pipeline / hookup & shut down activities . |
| 197 | SECTION-C [CIVIL / STRUCTURAL & ARCHITECTURAL] |
| 198 | SURVEY WORKS |
| 199 | Conducting topographical ground/land survey in the specified area as shown in the tender drawings by conventional/GPS or any other standard method, covering details of physical features like Rivers, Nallahs, Lakes, Ponds, wells, pits, Forest, Trees, Roads, culverts, transmission lines, telegraph/ telephone and electric poles, underground or any other services, cross drainage works including cross sectional details of nallah etc. including establishing high flood level with source of information, identification of any monument, historical structure, wild life sanctuary in the vicinity, storm water disposal point with levels, cross-section details of nallah, recording spot levels, including providing in tabulation girth wise no. of trees etc as specified, plotting and developing topographical contour maps, showing true north including establishing survey reference stations, key plan etc. including all equipment's, instruments, personnel's, clearing of bushes as per requirement for intervisibility to carry out survey work etc. , complete work in all respects as per drawings, specifications and directions of Engineer-in-Charge including submitting hard copies of drawings/map and supply of electronic files.Note: Survey work shall be carried out by survey agency approved by Contractor and shall be submitted to PMC/EIC for review. |
| 200 | Geotechnical Investigation |
| 201 | Geotechnical survey report comprising of Bed Strata, Bore Hole drilling, Conducting SPT, Collection of undisturbed soil, conducting laboratory test as specified and Scope of Work, Rock classification, N value, RQD, Core recovery and Un-confined compressive strength (UCS) values, All computations leading to the logical conclusion of Safe bearing capacities of soil (Every 0.5 m from ground level ,upto 3 m depth), safe capacity of piles (if required) etc.Note:- 1)Submission of Geotechnical Investigation Report(vetting of report from recognized agency)2) Drilling boreholes complying to requirements as identified in Tender document.3) Increase of depth of bore hole beyond 10 metres below GL as per instruction of Engineer in chargeRef. PTS - GEOTECHNICAL INVESTIGATION |
| 202 | SITE GRADING & PLOT DEVELOPMENT INCLUDING CUTTING DOWN OF TREES, BUSHES ETC. |
| 203 | SITE GRADING |
| 204 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of periphery of the area cleared. |
| 205 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 206 | Felling trees of the girth (measured at a height of 1 m above ground level ), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material |
| 207 | Beyond 30 cm girth upto and including 60 cm girth |
| 208 | Beyond 60 cm girth upto and including 120 cm girth |
| 209 | Earthwork excavation in soil |
| 210 | Earth work in Excavation below ground level for all kinds of works in ALL TYPES OF SOIL as classified in specification including, cutting and dressing of sides in slopes, levelling,Shoring, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete. |
| 211 | For depth upto 1.5m. |
| 212 | For depth beyond 1.5m and upto & inclusive of 3.0m. |
| 213 | Earthwork excavation in ordinary rock /soft rock/ murum |
| 214 | Earth work in Excavation below ground level for all kinds of works in ordinary rock /soft rock/ murum as classified in specification including , cutting and dressing of sides in slopes, levelling,Shoring, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete. |
| 215 | For depth upto 1.5m. |
| 216 | For depth beyond 1.5m and upto & inclusive of 3.0m. |
| 217 | Earthwork excavation in hard rock |
| 218 | Earth work in Excavation below ground level for Hard Rock, Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, getting out the excavated soil . |
| 219 | Backfilling after execution of work |
| 220 | BACKFILLING after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps within a LEAD OF 100M,including re- excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 15 Cms. watering, rolling and ramming by manual methods/ mechanical compactors to achieve 95% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete. |
| 221 | Transporting & Disposing the SURPLUS EARTH AND DEBRIS |
| 222 | Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetation from construction areas to initial lead of 100m and up to 1 KM as approved by local authority, including re-excavating the deposited soil excavated earlier, loading, transportation, unloading, laying at all depths and heights, stacking,levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids). DISPOSAL AREAS OUTSIDE PLANT BOUNDARY TO BE ARRANGED BY THE CONTRACTOR. Royalty as applicable for disposal outside plant limits to be borne by the Contractor |
| 223 | EARTH WORK FILLING BY BORROWED EARTH |
| 224 | EARTHWORK IN FILLING from BORROW EARTH for all heights and arranged by CONTRACTOR for all leads, transporting the earth from borrow earth including cleaning & stripping the earth at borrow areas, breaking clods, loading, unloading and laying at all depths and heights in layers of thickness not exceeding 15 cms., watering, rolling and ramming by manual methods/mechanical compactors to achieve 90% of the maximum laboratory dry density, ressing, trimming, levelling the top surface etc. in foundations, plinths, trenches etc. all complete. Royalty as applicable for borrow earth to be borne by the Contractor including submission of NOC from borrowed earth land owners. |
| 225 | DEMOLITION OF R.C.C./BRICKS/STONE MASONRY./Steel |
| 226 | Site clearance by demolition of R.C.C./Brickwork/Stone Masonry/Stone Soling, Flexible pavements etc. along with removing the debris and disposal of unserviceable material to any lead and staking of serviceable materials, handing over serviceable material to concerned department if required as per technical specifications and direction of Engineer-in-charge.Note:1. Rate includes cost of all labour, tools, tackles, hire charges, royalties, levies, leads, loading/unloading, transportation, water, electric power, illumination etc. complete in all respects as per scope of work, detailed construction drawings, technical specifications and direction of Engineer-in-charge. 2. Demolition of RCC/PCC/Brick Masonry/Road will be paid in NET CUM as demolished. |
| 227 | Site clearance by demolition of STEEL work etc. along with removing the disposal of unserviceable material to any lead and staking of serviceable materials, handing over serviceable material to concerned department if required as per technical specifications and direction of Engineer-in-charge.Note:1. Rate includes cost of all labour, tools, tackles, hire charges, royalties, levies, leads, loading/unloading, transportation, water, electric power, illumination etc. complete in all respects as per scope of work, detailed construction drawings, technical specifications and direction of Engineer-in-charge. 2. Demolition of steel work will be paid in NET Kg as demolished. |
| 228 | SAND FILLING |
| 229 | Supplying and filling approved SAND of specified quality under floors, in foundations, plinths, tank foundations etc. for all depths and heights including cost of sand,royalties, transportation to site for all leads and lifts,including loading, unloading, spreading in layers of loose thickness not exceeding 150 mm,watering,ramming,compacting with mechanical compactors and/or other equipment to the specified levels to achive 85% relative density as per IS:2720 Part XIV,including preparation of subgrade to the required slope,providing testing apparatus and testing the degree of consolidation all complete as per drawings, specifications and direction of Engineer-in-charge.The rates shall be inclusive of the cost of all labour,material,equipments etc. all complete . |
| 230 | CONTROL ROOM BUILDING (SUPERSTRUCTURE)-PORTA CABIN |
| 231 | Supply & installation of porta cabin B289 of size (16M x 6M) made up of approved quality steel sections/ frame work complete with air co zas per Specification no. 1012-CS-SP-6001 for Porta Cabins & drawing attached in bid document including associated civil foundation works. rks. \\"As per scope of work\\" |
| 232 | GUARD ROOM (SUPERSTRUCTURE)-PORTA CABIN |
| 233 | Supply & installation of porta cabin of size (4M x 6M) made up of approved quality steel sections/ frame work complete as per Specification no. 1012-CS-SP-6001 for Porta Cabins & drawing attached in bid document including associated civil foundation works. rks. \\"As per scope of work\\" |
| 234 | PLAIN CEMENT CONCRETE - PCC |
| 235 | Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations,drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing, shuttering etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete of nominal mix 1:4:8 by volume (1 Cement: 4 Coarse Sand: 8 Crushed Stone Aggregates/Gravels with 40mm and down size graded crushed stone aggaregates. |
| 236 | REINFORCEMENT CEMENT CONCRETE (RCC)- |
| 237 | Providing and laying REINFORCED CEMENT CONCRETE OF M-25 GRADE with 20mm and down size graded crushed stone aggregates/gravel in SUB-STRUCTURE of all types e.g. foundations, footings, raft, beams, slabs, pile caps, retaining walls, jambs, counterforts, buttresses, trenches, manholes,pipe encasement, catchpits, drains, RCC pits, equipment/machine foundations, pedestals, pipe sleepers, columns, plinth beams, suspended floors, beams, staircases, landings, steps, brackets etc. (including single pour concreting upto 250m3), including cost of admixtures if used,providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. all complete (excluding the Cost of Reinforcement and Shuttering) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. |
| 238 | Providing and laying REINFORCED CEMENT CONCRETE OF M-25 GRADE with 20mm and down size graded crushed stone aggregates/gravel in SUPER STRUCTURE in suspended floors, slabs, beams, columns, walls including counterforts, staircases, landings, steps, facias, fins, mouldings, gutters, shelves, windowsills, canopies, lintels, girders, ducts, brackets, chajjas with drip moulds, pedestals, posts, struts, equipment/machine foundations, ramps etc. (including single pour concreting upto 250m3) including cost of admixtures if used providing pockets, openings, recesses, chamfering wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. all complete (excluding the Cost of Reinforcement and Shuttering) for all heights above plinth level in any shape, position, thickness etc. all complete as specified, shown and directed. |
| 239 | CENTERING AND SHUTTERING |
| 240 | Providing and fixing CENTERING AND SHUTTERING in foundations, footings, raft beams, slabs, pile caps, retaining walls, jambs, counter-forts, buttresses, trenches, equipment/machine foundations, pedestals, abutments, pipe sleepers, columns, plinth beams, lintels, suspended slabs, beams, staircases, landings, steps, non-circular tunnels/bunkers/silos/ shafts/ hoppers/liquid storage structures etc. including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed. |
| 241 | i) For all depths below and upto & inclusive of plinth level. |
| 242 | ii) For all heights above plinth level. |
| 243 | REINFORCEMENT |
| 244 | Supplying and placing in position HIGH STRENGTH DEFORMED STEEL BARS REINFORCEMENT (conforming to IS:1786, Grade Fe 500), for R.C.C. work including transporting the Steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with contractor's own 16 SWG black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks etc. for all heights and depths etc. all complete as directed. |
| 245 | FENCING & GATE |
| 246 | Supplying, fixing and tensioning in position 2.5mm(12gauge), 2 ply, 4 points, GI Barbed wire designation A-1 conforming to IS:278 in horizontal rows and cross diagonals for compound wall \\"Y\\" shaped overhang etc. with necessary GI staples, clips and pins, GI straining bolts and binding wire with all labour and materials etc. complete as per drawings, specifications and directions of Engineer-in-Charge.(The barbed wire shall be measured in linear length of the barbed wire actually fixed). |
| 247 | Providing and fixing in position Steel Entrance Gates consisting of MC- 75 framework for shutters, 20mm square M.S. vertical bars welded to the framework @100mm c/c, 3mm thick M.S. sheet boxing, locking arrangement, 25mm thick, 75mm dia M.S. wheel with ball bearing including fixing the gate to RCC/ masonry by M.S. hinge arrangement (75mm x 75mm x 6mm M.S. angles, bolt, washers) and M.S. hold fast grouted with M-15 grade concrete, providing and fixing M.S. pivot,50mm x 50mm x 6mm M.S. Tee bent to shape and embedded in road surface for gate opening track, gate stopper, painting the gate with approved shade and quality synthetic enamel paint (two coats) and a coat of approved quality primer, ensuring smooth operation of the gate etc. all complete as per attached stanDSRd drawing. |
| 248 | SUPPLY & FIXING : CONCERTINA COIL Supplying and laying concertina coil of 600 mm diameter over boundary wall as per specifications. |
| 249 | Supplying, fabricating and fixing in position structural steel line posts, straining posts, struts for 'Y' shaped overhang etc. conforming to IS:2062 over brick/stone Masonry/ RCC compound walls/ columns, cutting to required size as per drawings and specifications, welding where necessary, embedding in position, holding to correct level and line, any auxiliary structure for dummy supports, drilling holes and painting as per painting specification attached with tender, cutting brick/rubble/concrete surfaces if necessary, grouting with M20 grade concrete including cost of grout with all labour and material etc. complete as per drawings, specifications and directions of Engineer-in- Charge.( All materials including cement shall be supplied by contractor) for Normal Industrial Environment. |
| 250 | STRUCTURAL STEEL WORKS |
| 251 | Supplying, transporting, storing, fabricating in position and testing/examining bolted and/or welded STRUCTURAL STEEL WORKS at all levels and locations including all builtup sections/compound sections made out of rolled sections and/or plates/bent plates in trusses, purlins, wind ties, wind girders, columns, portals, racks, Dispenser, Monolith, Crash Guard etc. , frameworks, crane gantries, surge girders, bracings, floor beams, lifting beams, monorails, platforms, staircases (excluding chequered plates and gratings), ladders, stoppers, brackets, side runners, sagrods, supports for equipment and technological accesories and process piping, hand railings, posts, conveyor galleries, trestles, towers, masts, junction houses etc., cutting to required size, straightening/bending if required, edge preparation, cleaning, preheating, bolting/welding of joints, (including sealing the joints of box sections with continuous welding), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, including preparation and submission of detailed fabrication drawings and applying primer after fabrication as per specification (for normal corrosive environment), etc. all complete Material as per IS 2062 Gr A. |
| 252 | Supplying and applying Paint of approved quality and shade suitable for normal corrosive environment including touching up of shop primer coat as per specification, providing temporary staging, scaffolding, testing etc., for steel structures at all levels and locations, all complete as specified. |
| 253 | MISCELLANEOUS STEEL WORKS |
| 254 | Supplying, fabricating, fixing and keeping in position at all levels and locations THREADED ANCHOR BOLTS of all diameters and nomenclature including nuts, washers, anchor plates, pipe sleeves etc. in foundations, columns, pedestals, slabs, beams, walls etc. or any other place as directed including handling & transporting, straightening if required, turning from relevant size M.S. rounds to required diameter, threading, welding, providing necessary templates and auxilliary dummy structures, if any, necessary tying and welding with reinforcement, adjustment of shuttering & reinforcement/any other fixture, greasing exposed metal surfaces, covering bolts and packing the sleeves with jute cloth etc. all complete as specified and directed. |
| 255 | Supplying, transporting, storing, fabricating and fixing in position M.S. METAL INSERT (with lugs) of any shape made out of flats, plates, rolled sections, pipes etc. providing necessary templates, staging, cutting, straightening, if required, bolting, welding as required and embedding in position on both Plain and Reinforced Cement concrete members inclusive of adjusting shuttering & reinforcement/any other fixture, welding where necessary, tying and holding to correct level, line and position, any auxilliary dummy structures to support the heavy inserts, painting exposed surfaces with a coat of Red Oxide Zinc Chromate Primer etc. all complete for all depths and heights as specified and directed. |
| 256 | Supplying, fabricating and erecting in position at all levels and locations galvanised grating of 25 mm thick (purchased from approved manufacturer by the Contractor) as cover for storm water drain etc. including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening if required, making the edges smooth, removing the burrs, fixing with manufacturer's supplied galvanised clamps, preparation and submission of fabrication drawings, all complete as specified and directions of Engineer-in-Charge. Supply of all materials and providing labour, tools and tackles are in contractor’s scope. |
| 257 | SOAK PIT |
| 258 | Construction of soak pit conforming to IS:2470 Part-I and as per Standard, masonry, filling and hand packing brick bats of size ranging between 40mm to 50, connecting with septic tank with necessary fittings, piping etc.including excavation, back filling and disposal of surplus earth for all leads, complete as per drawings, specifications and directions of Engineer- in-Charge. for following users ( Users -10 Nos.) |
| 259 | SEPTIC TANK |
| 260 | Construction, supplying, installation, testing and commissioning of septic tank as per standards and IS:2470 Part-I , with all necessary accessories like inlet, outlet vent pipes, manhole covers, rungs etc. including earthwork in excavation in all type of soil except soft and hard rock, backfilling and disposal of surplus earth for all leads etc. complete as per standards, drawings, specifications and directions of Engineer-in-Charge. All material including cement supplied by contractor. (Users- 10 Nos.) |
| 261 | MANHOLE |
| 262 | Construction as per standard drawing of brick masonry (brick class shall be as mentioned below) inspection chambers/manholes of 750mmx750mm internal size 1000mm deep(Max.) in cement mortar 1:4 (1 cement: 4 sand) with CI frame and cover 500mm clear dia, (circular Medium duty of grade MD-10) conforming to IS:1726 fixed on RCC slab of M-30 grade, necessary excavation, supplying, fixing 4 Nos. 16mm dia M.S. rungs, M-20 grade foundation concrete 1:3 cement mortar(1 cement: 3 sand) plastering of 13mm average thickness for inside & 16mm avg. thickness for outside exposed surfaces, backfilling, disposal of surplus earth upto a lead of 100M, benching with M-20 grade cement concrete and rendering smooth with a neat coat of cement slurry, painting the C.I. frame and cover with two coats of chlorinated rubber zinc phosphate primer @ 40µ DFT per coat and finish painting consists of two coats of chlorinated rubber paint @40µ DFT per coat etc. all complete as per drawings, specifications and directions of Engineer-in- Charge. |
| 263 | UNDERGROUND SEWER SYSTEM - RCC PIPES |
| 264 | Supplying and laying underground R.C.C. pipes sewers with socket and spigot ends conforming to IS:458 of approved make, to proper grade and alignment, including earthwork in excavation in all types of soil except soft and hard rock for pipe trenches, etc. including dewatering, shoring and shuttering if necessary, dressing of sides, leveling, grading and ramming of bottoms, cutting the R.C.C. pipes to required lengths, lowering the pipes, jointing, including connecting the pipes to manholes and grouting the pipe body with manhole wall using cement mortar 1:2 (1 cement : 2 sand), testing, draining of water and cleaning of pipe after testing, backfilling the trenches with select material from available excavated soil including re excavating the deposited soil excavated earlier breaking clods and laying in layers of 15cm compacted thickness , watering and compacting with mechanical means like vibro rammers etc. to 90% standard proctor density as per IS:2720 Part-VII, making good the surface, including cutting of roads wherever required and making good the same, disposal of surplus earth/ unserviceable material to demarcated area anywhere within the complex limit etc. complete for all depths as per drawings, specifications and instructions of Engineer-in-Charge.(All material shall be supplied by contractor) For following Pipe size (mm) and Class(The following pipe sizes are all internal diameter of the pipes) |
| 265 | ( Dia (Internal) - 100 mm, Piping Material Class - NP2 ) |
| 266 | ( Dia (Internal) - 150 mm, Piping Material Class - NP1 ) |
| 267 | UNDERGROUND SEWER SYSTEM-HDPE PIPES |
| 268 | UNDERGROUND SEWER SYSTEM-HDPE PIPES :- Supplying and laying HDPE pipes conforming to IS:4984 of approved make to proper grade and alignment, including earthwork in excavation for trenches etc. in all types of soil except soft and hard rock including dewatering till completion of subsequent works, shoring and strutting, if necessary, dressing the sides, leveling, grading and ramming the bottom, jointing the pipes using hot plates as per manufacturer's recommendation, lowering, providing and laying 1:5:10 (1 cement : 5 sand : 10 aggregate) plain cement concrete of minimum 100mm thickness on bottom and side of pipe as directed, connecting the pipes to manholes and grouting the pipes to manhole/valve chamber walls, including supplying and fixing the specials and fittings, such as bends, reducers, tees, elbows, caps etc. conforming to IS:8008 or fabricated from pipes as per specification, supplying and fixing of flanges, fixing of online valves, including fixing of bolts, nuts and gaskets etc. as per specifications, testing, draining of water and cleaning of pipes after testing, backfilling the trenches with select material from available excavated soil including re excavating the deposited soil excavated earlier breaking clods and laying in layers of 15cm compacted thickness, watering and compacting with mechanical means like vibro rammers etc. to 90% standard proctor density as per IS:2720 Part-VII, making good the surface, disposal of surplus earth/ unserviceable material to demarcated area anywhere within the complex limit, cutting of road wherever required, making good the same etc. complete for all depths as per drawings, specification and instruction of Engineer-in- Charge. For the following nominal diameter (mm) Pressure Rating(Kg/Cm2). |
| 269 | ( Dia (Internal) - 80 mm, Pressure Rating - 2.5 Kg/sqcm ) |
| 270 | PLUMBING AND BUILDING DRAINAGE |
| 271 | Supplying and fixing approved quality Cast Iron soil/waste pipe conforming to IS:1729 below ground with necessary specials, bends such as Y-junction, T- junction (both single and double) including plugs, shoes, cowls, jointing with lead caulked joints and testing, cutting in floors, earth work in excavation, encasing the pipe in 50mm THK, PCC M20, backfilling and removal of surplus earth upto a lead of 50M etc. complete as per drawings, specifications and directions of Engineer-in-Complete |
| 272 | 100mm dia (All materials including cement supplied by contractor) |
| 273 | 80mm dia (All materials including cement supplied by contractor) |
| 274 | ERC/IRC |
| 275 | Construction of ERC/IRC as per Std. including supplying and laying in position PVC pipes conforming to IS:4985 Class-I for electrical and instrumentation Road Crossings as per standard drawing and its addendum, including cutting the pipes if necessary, lowering, laying in position to proper levels, etc. embedded in M-20 grade concrete, providing proper jointing as per code requirements or manufacturer's recommendations, etc. including earth work in excavation in all types of soil except soft and hard rock, backfilling and making good the surface, including cutting of new/ existing roads and making good the same including supply of any road material if required, (Back filling with road material shall be done in 150 mm thick layers well watered and compacted), including supplying and providing in the encasement concrete, cable crossing indicator made out of 4 mm thick MS circular plate of dia. 150mm welded to 16 mm dia. MS rod of approximately 1.0 m length and painting and lettering with 2 coats of approved enamel paint of approved colour over a coat of red oxide primer etc., supply and fixing of reinforcement as per drawing, including disposal of surplus earth anywhere within plant boundary limit etc. all complete as per drawings, specifications and instructions of Engineer-in-Charge. |
| 276 | WATER TANK (capacity - 1000 litre ) |
| 277 | Supply and installation on terrace, high density polyethylene drinking water circular tank as per IS:12701 and ISI marked including supply and installation of all fittings, cover with suitable locking arrangement, float valve, making necessary holes for inlet, outlet and overflow connection and vent pipe etc. and the base supports for tank including supply of all necessary material all complete as per specifications and directions of Engineer-in-charge. (Sintex or equivalent having valid ISI license) for following capacities. |
| 278 | RCC HUME PIPE CULVERT |
| 279 | Providing, laying, jointing and testing RCC hume pipes of 500mm dia. and np3 class for culverts, road crossing, incl. excavation in all strata up to an average depth of 1 m cutting, collars jointing in 1:2 cement mortar etc. complete as per specifications and as directed by the engineer-in charge. |
| 280 | Supply & Providing Rain water harvessting system (Rain Water Harvesting Pit ). All materials are in contractor scope. |
| 281 | PAVER BLOCKS Flooring |
| 282 | Supplying and placing in position as per approved pattern of Cement Concrete Inter locking paver block 80 mm thick of approved shape, rough finish, M-40 strength of approved brand laid over the sand bed of minimum 100 mm thick. The CC interlocking blocks to be of uniform Grey colour or as approved by EIC complete in all respects , as per technical specifications and directions of the Engineer-in-charge. Note :-1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such paver blocks, sand, earth work in excavation in cutting earth in all conditions, shuttering with all bye works and sundry works.2. To be read in conjunction with Particular Job Specification3.Supply of all materials and providing labour, tools and tackles are in contractor’s scope. |
| 283 | KERB STONE FIXING |
| 284 | Providing and fixing precast concrete Kerb stones (125 wide X 300 deep) of M-30 grade or equivalent of approved make and shape at or near ground level 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 and finishing smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) wherever required over 75 mm thick PCC 1:4:8 levelling course, complete in all respects as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-In-Charge. Note:- 1. Rate to include all labour, tools, tackles, factory manufactured & steam cured Kerb Stones, shuttering, transportation, water charges, earth work if any, PCC etc complete . |
| 285 | BRICK MASONRY WORK |
| 286 | Providing and laying brick masonry using selected quality burnt clay FPS bricks of class designation 5 in foundation and plinth laid in cement mortar 1:6 (1 cement : 6 coarse sand) mix, joints finished, including scaffolding, curing complete as per specification and drawing or as directed by Engineer in charge |
| 287 | All materials including cement supplied by the Contractor |
| 288 | Providing and laying HALF BRICK MASONRY with bricks of CLASS 7.5 in cement mortar 1:4 (1 Cement : 4 Sand) in curved shape, including the cost of materials, labour, scaffolding/staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing openings of any shape & size, raking out the joints, supplying and placing 2 Nos. 6mm dia. M.S. Bars at every fourth course, sealing the gap between masonry and soffit of beam/slab, embedding the fittings and fixtures, curing etc. all complete as per specification.ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR. |
| 289 | External WallsOrdinary plain cement plaster Average 18mm thick 1:4 (1 cement : 4 sand). Cement supplied by the Contractor at their cost. |
| 290 | Internal WallsOrdinary plain cement plaster Average 12mm thick 1:4 (1 cement : 4 sand). Cement supplied by the Contractor at their cost |
| 291 | PAINTING OF WALL (EXTERNAL) Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: |
| 292 | ROADS & FLEXIBLE PAVEMENT (UPTO WBM LAYER) |
| 293 | Supplying and laying of stone aggregate of 90mm down to 45mm size for SUB-BASE COURSE tough, sound, clean and durable including cost of stone aggregate, all royalties, taxes, handling, transportation to site, unloading the same by the side of road with all leads and lifts, spreading and laying to form water bound macadam in one layer of 100mm compacted thickness to proper grade, camber and level, filling voids with screenings and binding the surface with binding material of plasticity index upto 6% including cost of supply of screening and binding material, consolidating with power driven road roller, watering, with all leads and lifts including preparation of camber below first layer etc. complete as per drawings, specifications and directions of Engineer-in-Charge |
| 294 | Supplying and laying of stone aggregate of 63mm down to 45mm size for WBM layer Base Course, tough, sound, clean and durable including cost of stone aggregate, all royalties, taxes, handling, transportation to site, unloading the same by the side of road with all leads and lifts, spreading and laying to form water bound macadam in one layer of 75mm compacted thickness to proper grade, camber and level, filling voids with screenings and binding material of plasticity index upto 6%, including cost of supply of screening and binding material, consolidating with power driven road roller, watering, with all leads and lifts etc. complete as per drawings, specifications and directions of Engineer-in-Charge |
| 295 | Supplying and laying WBM layers for road berms/shoulders, of stone aggregate of 63mm down to 45mm size for WBM layer Base Course, tough, sound, clean and durable including cost of stone aggregate, all royalties, taxes, handling, transportation to site, unloading the same by the side of road with all leads and lifts, spreading and laying to form water bound macadam in one layer of 75 mm compacted thickness to proper grade, camber and level, filling voids with screenings and binding material of plasticity index upto 6%, including cost of supply of screening and binding material, consolidating with road roller, watering, with all leads and lifts etc. complete as per drawings, specifications and directions of Engineer-in-Charge |
| 296 | CONCRETE PAVEMENTS |
| 297 | Providing and laying Reinforced Cement Concrete with 20mm and down size graded crushed stone aggregates in flooring, pavements etc. including leaving pockets, if necessary, making recess/drains, laying in alternate panels, etc. for all depths including shuttering, tamping, curing, etc. as specified in any shape, thickness, position and finishing the top surface smooth etc. all complete as per drawings, specifications and directions of Engineer-in-Charge. For RCC of M-30 grade concrete (all materials including cement but excluding cost of providing & fixing reinforcement and joint sealing shall be supplied by the contractor).Providing 20mm wide Expansion Joints in pavement slabs as per general technical specification including cleaning the joints of all loose material, filling with 20mm thick impregnated fibre boards for the full depth of slab except for 25mm depth from top and sealing the top 25mm with approved Joint Sealing Compound as per IS:1834 Type-B etc. all complete as per drawings, specifications and directions of Engineer-in-Charge.Sealing joint around pedestal and column etc. 20mm wide x 150 mm deep including filling with 20mm thick impregnated fire board for the full depth of slab except for 25mm depth from top and sealing the top 25mm with approved joint sealing compound as per IS:1834 Type-B. |
| 298 | SAND GRAVEL MIX |
| 299 | Supplying and filling sand gravel mix (1:1) with approved aggregate below road, RCC pavement, manholes, pits, foundations, bedding of UG piping etc. in layers of 150 mm loose thickness (maximum) including watering,ramming, rolling, compacting to achieve 85% relative density as per IS 2720 Part-XIV, quarrying, royalties, transportation, handling, etc. all complete as per drawings, specifications and directions of Engineer-in- Charge. (The rate shall be inclusive of the cost of all labour, material, equipment etc. all complete) |
| 300 | BOREWELL |
| 301 | Supply,laying,drilling and commissioning of G.I.Bore well of 150 mm diameter and up to 100 m depth including submersible pump with all accessories, panel, wiring and all other works required to make it operational all complete in all respects as per scope of work and directions of the Engineer-in-charge. |
| 302 | Extra over and above for more than 100 M depth. |
| 303 | PILE FOUNDATION |
| 304 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriatelength for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap) |
| 305 | 500 mm dia piles |
| 306 | Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) |
| 307 | 300mm dia piles |
| 308 | Vertical load testing of piles in accordance with IS:2911 (Part-IV) including installation of loading platform by Kentledge/ Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of the Engineer-In-Charge. [Notes : (1) Initial and Routine Load Test shall not be carried out by Dynamic method of testing. (2) Testing agency shall submitt the design of loading platform for the approval of the Engineer-In-Charge.] : |
| 309 | Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. |
| 310 | Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. |
| 311 | Single pile up to 50 tonne Safe Capacity : |
| 312 | Initial Test (Test Load 2.5 times the Safe Capacity) |
| 313 | Routine Test (Test Load 1.5 times the Safe Capacity) |
| 314 | SECTION-D [CATHODIC PROTECTION WORKS] |
| 315 | CATHODIC PROTECTION SYSTEM (TCP Etc.) |
| 316 | All works shall be carried out as per approved drawings and specifications. Work shall include design / residual engineering, preparation of CP schematic drawing, supply, installation, testing and commissioning of complete CP system, all related civil work, including providing foundations, supply of all materials as specified in SCC, instruments, consumables, touch-up epoxy paint as required, including supply of paint, tools, tackles, labor, transportation for satisfactory completion of work and as per directions of EIC. In addition to the items mentioned below the Contractor's scope shall include connecting the new pipelines to existing pipelines/cathode-points of TR units by means of jumpering/bonding. |
| 317 | Complete Detailed Survey, Engineering, Supply, laying, installation, termination, testing & commissioning of Cathodic Protection system complete Civil Works and all material and labour as per specifications, drawings and instruction of EIC. Work to be completed in all respects. |
| 318 | Supply, laying & testing of 600 / 1100V grade single core, stranded tinned copper conductor cables, XLPE insulated / PVC sheathed, armoured as per IS of following sizes. The work shall include excavation for cable trenching at min. 1.2 m below GL in all types of soil including rock, backfilling of cable in trenches, lugging, ferrulling, making termination as per drawings & specification. Supply of all tools, tackles, consumables, etc. for completion of work, in all respect and as per directions of EIC. |
| 319 | 25 mm2 |
| 320 | 10 mm2 |
| 321 | 6 mm2 |
| 322 | Making cable to pipe connections by thermit welding for following cables, including excavation for exposing pipe, removal of coating / wrapping, thermit welding recoating of the area of weld by epoxy filling, holiday testing, backfilling, supply of all tool, tackles, consumables thermit weld kits & labour for satisfactory completion of work. |
| 323 | 6 mm2 Cables |
| 324 | 10 mm2 Cables |
| 325 | 25 mm2 Cables |
| 326 | Supply & installation of test station as per enclosed drawings and technical specifications. Work shall include all related civil works including foundation, termination of cables inside the test stations along with lugs & ferules sealing of cable entry space with bitumen compound supply of all materials, consumables, tools, tackles, etc. for satisfactory completion of work and as per directions of EIC. |
| 327 | Supply & installation of 20Kg Zn anode at a depth of 1.5 - 2.0m on all type of soil including rock alongwith 10m tail cable of 25mm2 high conductivity, tinned, stranded copper conductor, 650 / 1100V grade, XLPE insulated, armoured, PVC sheathed for grounding electrical surges in the pipeline at HT crossings. The work includes excavation, laying of Zn anode of minimum 20 Kg weight, backfilling & all related civil work, complete in all respects. The work shall also include anode to tail cable connection, cable laying and termination inside the test station. |
| 328 | Supply, installation, testing and commissioning of surge diverter inside the manual test stations at terminal locations, complete in all respects as per the specifications and directions of EIC. |
| 329 | Supply & installation of 7.5 Kg Mg anodes after pre-packaged with chemical backfill as per enclosed drawing. The anodes will have to be buried at a depth of 1.5 to 2m on all types of soil including rock at approved location. The work shall include all earth work, laying of anodes & cables in position and termination of cable inside test stations with lugs, shunt & variable resistors, supply of all tools, tackles, consumables, labour transportation of materials, etc. required for satisfactory completion of work and directions of EIC. |
| 330 | Supply, installation, testing and commissioning of spark-gap arrestors across insulating joints. |
| 331 | Supply, installation, testing and commissioning of Electrolytic Polarization cell (as per approved design) |
| 332 | Note: (1) The quantities given above against individual items are indicative and shall not be considered to be binding. The quantities may be increased, decreased or deleted at site at the time of actual execution. Procurement shall be done as per actual site condition, approved construction drawings and as per instruction of EIC. The unit rate shall be operated to work out the final payment to the contractor; (2) In each area, quantities given against individual item may be utilised / used for other consumers in same area. |
| 333 | CATHODIC PROTECTION SYSTEM (PCP) |
| 334 | Design, Engineering, Supply, Installation, Testing & Commissioning of Permanent Cathodic Protection (PCP) System (for 25 years) using LIDA single Electrodes or string (MMO) anodes with backfill, Junction Box, AJB, CJB, Cables, Monitoring System, any equipment and hardwares as per specification including Pre design surveys, Packing, Transportation to Project site, Post Commissioning Surveys of PCP system, system monitoring with other installation items required for completeness of the job. Design package including Site survey, formulae used, Design calculations, BOQ, Technical Specifications and data recording formats, Quality Assurance Control (QA/QC) methodology and submission of monitoring reports for owner evaluation, owner/consultant approved survey report, also includes all materials, equipments, consumables, start up/commissioning spares, etc., including transportation, storage of materials at site, As-built drawings, Documentation and O&M Manual. |
| 335 | Design Engineering, Soil Resistivity Measurement, Soil Chemical analysis , Testing and Commissioning of Pipeline length |
| 336 | Transformer Rectifier Unit |
| 337 | Supply and Installation of GSM BASED TRU 48V/25A Transformer Rectifier Unit with operating range of 230 V AC and DC Output Rating - 48V/25A min, with GPS based current interrupter and full compliance to IEC specs exactly as per technical specification of tender document as per the detailed specifications, data sheet & approved drawings. It also including civil foundations, structural support etc. dual earthing of TR unit. |
| 338 | Anode Ground Bed Assemblies (Deep well)(to be decided on the basis of soil resistivity data) |
| 339 | Supply and Installation of Deep well Anode Beds with dual anode tail cable (from top and bottom of the anode string) of suitable length upto Anode Junction Box) for permanent cathodic protection system by impressed current method to protect external surface of 3 layers PE coated pipeline,against corrosion as per specifications for minimum service life of 30 years by using deep well anode bed construction of minimum 50 meter deep,with minimum 8’’ (200 mm) Dia MS pipe filled with Petroleum Coke Breeze of resistance ≤ 5Ω ,vent pipe, dead weight & a cable string of 10 mm2 size contains minimum 6 nos. mixed metal oxide coated titanium tubular anodes of size ST 1.6/50 cm, each MMO anode has current output of 2.5 Amp and other accessories like vent pipe, Calcined petroleum coke breeze, Riged PVC pipe of 12\\" (300mm) with minimum 15 mtrs in length (ie. 15 meter inactive anode bed), Nylon Rope, etc.from the approved vendor as per specification. |
| 340 | Supply and Installation Anode Junction Box with all accessories (Like variable resistor, shunt, bus bar etc.,) |
| 341 | Supply and Installation Cathode Junction Box with all accessories (Like shunt, bus bar etc.) |
| 342 | Supply and Installation Reference Electrode Junction Box/test station with all accessories |
| 343 | Supply and Installation Permanent Reference Cell with Special Backfill in Cotton bag |
| 344 | Supply & Installation of cables – Annealed high conductivity, tinned, stranded copper conductor, XLPE insulated, 650/1100 V grade, PVC,FRLS sheathed or as per specification and Miscellaneous such as termination, tagging, excavating the trench for cable laying, backfilling, etc., including the cost of all labour, materials, tools and tackles. |
| 345 | 1C x 6 sqmm armoured - Potential Measurement & ref. cell cable (RE/PE to REJB & REJB to CJB) |
| 346 | 10c x 2.5 sq mm measurement cable (from CJB to TRU) |
| 347 | 1C x 35 sqmm armoured (anode & cathode header cable) |
| 348 | 3C x 10 sqmm armoured conductor (AC incomer power supply cable from Main DB to TR unit - PVC/PVC, armoured) |
| 349 | Supply and Installation of pipe to cable connection by Pin Brazing Encapsulation method |
| 350 | Corrosion Coupons along with all accessories,etc |
| 351 | ER-PROBE along with transmitter,digital indicator, barriers and accessories,etc |
| 352 | Monitoring the Installed (PCP) System for three months after handing over the system. This includes monthly monitoring for PSP reading and weekly monitoring of TR unit for reading of TR parametres. |
| 353 | Interference and Mitigation Survey (Solid State decoupling device, Isolating Spark gap, zinc grounding cell and Test station at HT line locations have already been installed in the existing TCP system of the pipeline). However, if any other mitigation measures required then same will be in scope of PCP contractor. |
| 354 | Testing and commissioning of PCP system |
| 355 | CIPL Survey |
| 356 | DCVG Survey |
| 357 | CAT Survey |
| 358 | Note: (1) The quantities given above against individual items are indicative and shall not be considered to be binding. The quantities may be increased, decreased or deleted at site at the time of actual execution. Procurement shall be done as per actual site condition, approved construction drawings and as per instruction of EIC. The unit rate shall be operated to work out the final payment to the contractor; (2) In each area, quantities given against individual item may be utilised / used for other consumers in same area. |
| 359 | SECTION-E [ELECTRICAL WORKS] |
| 360 | Supply, installation, testing, commissioning of Street Lighting Fixture suitable for 250W HPMV or Equivalent LED Lamps on Lighting Poles (4mtr Height) with aluminium paint complete with mounting bracket, flameproof control gear box, internal cable from fitting to junction box, flameproof fittings etc. including civil foundation with pipe inserts for cables and connecting work, with all material and labour as per specifications, drawings and instruction of EIC. Work to be completed in all respects. |
| 361 | Supply, installation, testing, commissioning of Indoor Lighting Fixtures suitable for 18/26/36W LED Lamps for including all fixing arrangements and all material and labour as per specifications, drawings and instruction of EIC. Work to be completed in all respects. |
| 362 | Supply, installation, testing, commissioning of Exhaust fans (safe area) for including all fixing arrangements and all material and labour as per specifications, drawings and instruction of EIC. Work to be completed in all respects. |
| 363 | Supply, installation, testing, commissioning of Exhaust fans (Corrosion Proof Type) for including all fixing arrangements and all material and labour as per specifications, drawings and instruction of EIC. Work to be completed in all respects. |
| 364 | Floor mounted MEDB consisting of busbar chamber, cable alley, Incomer - 1 no. 200 Amp FP MCCB, Auto healthy phase selector & Outgoing - 2 nos. 100 Amp FP MCB, 9 nos. 63 Amp FP MCB, 3 nos. 32 Amp FP MCB(as per technical specification, data sheet & SLD enclosed with this tender), complete with ammeter, voltmeter, energy meter, voltage selector switch, indicating Lamps etc. |
| 365 | Recess/Surface mounted Indoor Lighting Panel(ILP) Consisting of 40 Amp FP MCB+ELCB as incomer and 12 nos. 10A DP MCBs as out goings. |
| 366 | Recess/Surface mounted Power Panel(PP) Consisting of 63 Amp FP MCB as incomer and 9 nos. 20A DP MCBs as out goings. |
| 367 | Recess/Surface mounted Outdoor Lighting Panel OLP (For External Lighting) Consisting of 40 Amp FP MCB+ELCB as incomer, Contactor, timer, A/M switch, PB, indication Lamp etcOutgoing Through Timer:6 Nos. 16 Amp DP MCB |
| 368 | SOLAR panel for Dispatch TerminalSupply, Installation, testing & commissioning of SOLAR PANEL WITH CONTROLLER AND BATTERY BANK- Solar power supply system Outgoing shall be 3 KVA, 415 V, AC, 3Ph, N, (Solar Panels have 1 X 100 % & Charge controller have 1 X 100 %) along with additional Battery charger & Sealed maintenance free battery banks suitable for solar charging, as per specification and datasheet) suitable for sufficient backup time (12 Hr.) at full load shall be provided. for meeting lighting loads and some other loads. These loads shall be connected to the Solar power system. Battery Banks 1 No. x 100% sealed maintenance free Battery banks as per specification |
| 369 | Design, manufacture, shop testing, inspection, packing, forwarding, delivery, installation, testing and commissioning at site of UPS System as per specification, approved drawing, direction of Engineer-Incharge and following rating:3 KVA Parallel redundant industrial type, AC UPS system suitable for input power supply voltage of Three phase 415V (+/-10%), TPN; Output Single phase 230V (+/- 1%), 50 Hz, AC with solid state voltage stabilizer for bypass supply, three phase charger , NI-Cd battery bank in 2 nos. rack with 12 hours backup, including all interconnecting FRLS cables among UPS, Rectifier, battery stand etc. |
| 370 | Design, Engineering, Supply , erection , termination , earthing ,Testing & and commissioning of lighting inverter (2 KVA( with VRLA battery(1 hour backup),distribution board.16 Amp DP MCB as incomer with MFM , 30A SPN, Cu Bus Bar and 7 nos. 6A DP MCBs as out goings. |
| 371 | Recess/Surface mounted UPS/Solar DB Consisting of 63 Amp DP MCB as incomer, MFM with ON/OFF indicator, fuse, 60A DP, Cu Bus Bar and 13 nos. 10A DP MCBs as out goings. |
| 372 | Design, Engineering, supply, erection, termination, earthing and commissioning of Guard room DB complete in all respects.16 Amp DP MCB as incomer, 30A SPN, Cu Bus Bar and 2nos. 6A DP MCBs and 4 nos. 16 A DP MCBs as out goings. |
| 373 | Supply, installation, testing, commissioning of Flameproof Flood Lighting Fixtures suitable for 250/400W HPMV or Equivalent LED Lamps for including all fixing arrangements on top of terrace of container and all material and labour as per specifications, drawings and instruction of EIC. Work to be completed in all respects. |
| 374 | Supply, installation, testing, commissioning of Modular Switch Board for including all fixing arrangements and all material and labour as per specifications, drawings and instruction of EIC. Work to be completed in all respects. |
| 375 | Supply, installation, testing, commissioning of 5/15A Switch Socket for including all fixing arrangements and all material and labour as per specifications, drawings and instruction of EIC. Work to be completed in all respects. |
| 376 | 16 A plug socket MCB |
| 377 | Supply, installation, testing and commissioning of Ceiling Fan 230V AC 1200 mm sweep with regulator work to be completed in all respects. |
| 378 | Supply ,Installation and testing of 1.5 Tr. 5 star inverter base Indoor & Outdoor unit of split AC including all labours and materials for Typical SV station refer General specification of Erection, Installation, Testing & commisioning of Electrical Equipments, General Specification for Air conditioningSystem and directions of OWNER / CONSULTANT. |
| 379 | Supply and Installation of Hardware and other accessories including all labours and materials as per General specification of Erection, Installation, Testing & commisioning of Electrical Equipments , Electrical Design Basis , General Specification for Cable and accessories and directions of OWNER / CONSULTANT. |
| 380 | Rubber Mat |
| 381 | CAUTION Board & Shock treatment chart |
| 382 | Rubber hand gloves |
| 383 | Cable route marker |
| 384 | Ladder type Cable tray - Galvanized steel fabricated out of hot rolled sheet steel with rigid welded ladder type 150/300/450 mm wide straight run |
| 385 | Supply, installation, testing & commissioning of the complete earthing system, earth electrodes/pit, earth main ring, earthing of metering skid, electrical equipments, instrument panels, field instruments, process equipments & pipes / flanges including all associated civil work with all material & labour as per specification & drawings approved by the company. Each earthing system shall include the following. |
| 386 | 65mm dia 3 Mtr. Long GI PIPE Electrode with 6mm thick chequered plate cover, display board etc |
| 387 | 600x600x3mm copper plate Electrode with 6 mm thick chequered plate cover, display board etc |
| 388 | GI Strip (50X6) mm |
| 389 | GI Strip (25X6) mm |
| 390 | 1C 25 Sq.mm PVC insulated Cu Conductor |
| 391 | 10 SWG GI wire |
| 392 | GI Wire, Copper wire, wire rope and all balance earthing material including copper strip (50 mmX 2 mm thick) jumper for flanges etc.as per the specification. |
| 393 | 300mm long 50x6 GI earth busbar |
| 394 | 25mm dia 1500mm long GI rod for lightning protection |
| 395 | 25x6mm GI strip for building roof & down conductor for lightning protection |
| 396 | PVC Conduit including bend,tee, clamps,JB and other required assesories |
| 397 | Supply, laying, installation, termination, testing, commissioning of 1100 Volt PVC insulated, PVC sheathed and armoured / unarmoured cables in trenches, excavated underground / trays, pulling through pipes and its proper sealing including underground trench and supply of hume pipes for road crossing, etc. as required as per specifications and drawings approved by the company. |
| 398 | 4C x 95 sqmm AL FRLS XLPE |
| 399 | 4C x 35 sqmm AL FRLS XLPE |
| 400 | 4C x 16 sqmm CU FRLS XLPE |
| 401 | 3C x 6 sqmm CU FRLS XLPE |
| 402 | 3C x 16 sqmm CU FRLS XLPE |
| 403 | 4C X 6 Sqmm Cu conductor XLPE Insulated Armoured Power Cable of 1100V Grade |
| 404 | 3C X 2.5 Sqmm Cu conductor XLPE Insulated Armoured Power Cable of 1100V Grade |
| 405 | 2.5 sqmm CU Wire |
| 406 | 4.0 sqmm CU Wire |
| 407 | 6.0 sqmm CU Wire |
| 408 | Note: (1) The quantities given above against individual items are indicative and shall not be considered to be binding. The quantities may be increased, decreased or deleted at site at the time of actual execution. Procurement shall be done as per actual site condition, approved construction drawings and as per instruction of EIC. The unit rate shall be operated to work out the final payment to the contractor; (2) In each area, quantities given against individual item may be utilised / used for other consumers in same area. |
| 409 | SECTION-F [INSTRUMENTATION WORKS] |
| 410 | Supply, Calibration and Installation of instrumentation items listed below:(For details, refer instrumentation specifications) |
| 411 | Pressure Gauge of different Range and rating as per site requirementEngineering , Design, Supply, testing, installation, erection and commissioning. Also supply of erection material like SS316 tube, SS316 fittings, manifold, mounting stand and all other required material. Bourdon type with 2-way manifold, direct mount, 150mm dial, wetted part SS316, IP 65 rated, blow out protection and shatter proof heavy duty glass. |
| 412 | Pressure Transmitter of different Range and rating as per site requirementEngineering , Design, Supply, testing, installation, erection and commissioning. Also supply of erection material like SS316 tube, SS fittings, manifold, mounting stand and all other required material. Smart HART, Ex'd', IP-65, 24 VDC 2-wire loop powered. |
| 413 | Temperature Gauge - skin type, direct mount as per site requirementEngineering , Design, Supply, testing, installation, erection and commissioning. Also supply of erection material like SS armoured capillary, mounting stand and all other required material. Skin type, direct mount, 150mm dial, wetted part SS316, IP 65 rated and shatter proof heavy duty glass. |
| 414 | Temperature Transmitter of different Range and rating as per site requirementEngineering , Design, Supply, Installation, Calibration, Testing & Commissioning of Temperature Transmitters including mounting of Instrument on yoke, supply of yoke, supply and erection of supports for impulse lines wherever required, supply, fabrication & installation of SS manifolds/ SS impulse lines & SS valves & fittings with supports, testing and painting of supports. |
| 415 | RTDEngineering , Design with wake frequency calculation, Supply , Installation, Calibration, Testing & Commissioning of RTD Flanged type thermowell (as per approved Piping GAD & Hookup drawings) inclusive of installation of thermowell on thepiping nozzle and installation of instruments as per General Specification-Instrumentation |
| 416 | Valve Junction Bob - Gas Over Oil Actauted Valve (GOOV) and or HOV of different size and rating as per site requirementInstallation of valve junction box and their accessories inclusive of supply of necessary cable glands, terminals and complete with cabling, glanding, termination and earthing followed by testing and commissioning of complete gas over oil actuated valve. |
| 417 | Remote Terminal Unit (RTU)Design, Engineering,Power consumption, Supply, configuration, testing, installation, erection and commissioning of RTU in all respect. |
| 418 | Local Control Panel (LCP)Design, Engineering, Procurement, Manufacture, Testing, Inspection, Supply,Transportation, Erection, Calibration / Simulation, Loop checking & Commissioning of Local Control Panels (Free Standing type floor mounted) along with all accessories and Panel Mounted Instruments as indicated below, including supply of commissioning spares with special tools and tackles. |
| 419 | Gas Detection System (GDS)Supply, configuration, testing, installation, erection and commissioning of gas detection system including point gas detectors,control unit and junction boxes.Gas detector control unit shall be installed inside the local control panel.Supply, Laying of cable inside the cable trench, cable tray for hardwired signals and power cables from gas sensors to gas detectors control unit including glanding, termination, ferruling, dressing etc. at both ends.Supply of cable trays, installation and erection of cable trays and, supply of erection materials, cable ferrules, cable lugs, cable tie. |
| 420 | IR type, Flame proof, IP-65, housing material SS316 without display, range 0-100% LEL point hydrocarbon gas detector. |
| 421 | Hooter, electronic multi-tone, IP-65, Ex'd' and epoxy coated aluminium housing material. |
| 422 | Beacon, electronic stroboscopic type, IP-65, Ex'd' and epoxy coated aluminium housing material. |
| 423 | Manual Call Point (MCP), electronic, 24 VDC power, IP-65, Ex'd' and GRP/aluminium housing material |
| 424 | Junction box |
| 425 | Cables, Cables Trays and Junction boxesSupply, laying, installation, erection of signals cable from pressure transmitters, temperature transmitter to junction boxes, junction boxes to existing local control panel (LCP)/FC. including glanding, termination, ferruling, dressing etc. at both ends.Laying of cable from remote operated valve junction box to existing local control panel (LCP)/FC ncluding glanding, termination, ferruling, dressing etc. at both ends.Supply of cable trays, cables glands, junction boxes, erection materials, cable ferrules, cable lugs, cable tie.Installation and erection of cable trays and junction boxesPreparation of cable trench for burying cable, excavation, restoration of trench and compacting. Supply and laying of bricks and sand, pipes at all the crossings etc. |
| 426 | 1P X 1 .5 Sq. mm Over all Screened |
| 427 | 1 P x 2.5 Sq. mm Over all Screened |
| 428 | 2 P x 1.5 Sq. mm Over all Screened |
| 429 | 1Q X 1 .5 Sq. mm Over all Screened |
| 430 | 12P X 0 .5 Sq. mm Individual Screen & Over all Screened |
| 431 | 6 P x 1.5 Sq. mm Over all Screened NIS cable |
| 432 | 12 P x 1.5 Sq. mm Over all Screened NIS cable |
| 433 | 1 T x 1.5 Sq. mm Over all Screened NIS cable |
| 434 | 8 T x 1.5 Sq. mm Over all Screened |
| 435 | 4 P x 2.5 Sq. mm (For power supply) |
| 436 | 2C X 1 .5 Sq. mm Power cable |
| 437 | Serial communication cable, Modbus RS - 485, PVC Sheathed, 4 pair |
| 438 | Junction Box'Flameproof Junction box as per specification with Plug and suitable for cable entries of single pair and multi pair cable as per the Instrument cable schedule |
| 439 | Cable Trays (60 mm wide x 30 mm height) |
| 440 | Cable Trays (100 mm wide x 30 mm height) |
| 441 | Cable Trays (300 mm wide x 30 mm height) |
| 442 | Multi cable Transit (MCT) block with stay plate and module as per the approved datasheet |
| 443 | FIRE ALARM SYSTEM AND CLEAN AGENT FLOODING SYSTEM |
| 444 | Design , Engineering , Volume calcualtion, Power consumption Calculation, Supply, manufacturing, inspection, delivery, Installation, Testing and comissioning of Firealarm system and clean agent flooding system for control room building as per technical specification, Scope of Work of tender document completion of work in allrespect.@Note: Contractor's Scope supply of all the required material, manpower, machinory to complete the work in all respect or as per direction of EIC. |
| 445 | Canopy |
| 446 | Metering skid/ PRS Testing & Commissioning assistance (For instrumentation part )Testing & Commissioning of telemetry interface panel (TIC) , Gas Chromatograph (GC) & metering panel(flow computer panel) either in field or in control room , Laying of cables from skid JB to metering panel and /or GC panel/TIC and metering panel and /or GC panel to RTU including glanding, termination, ferruling, dressing etc. at both ends and commissioning assistance.Supply of cable trays if any, installation and erection of cable trays, cable ferrules, cable lugs, cable tie.Making of cable trench, excavation, restoration of trench, supply and installation of bricks and sand, pipes at all the crossings etc., arrangement of nitrogen cylinders (for skid testing), PSV testing (through authorised agency). |
| 447 | Note: (1) The quantities given above against individual items are indicative and shall not be considered to be binding. The quantities may be increased, decreased or deleted at site at the time of actual execution. Procurement shall be done as per actual site condition, approved construction drawings and as per instruction of EIC. The unit rate shall be operated to work out the final payment to the contractor; (2) In each area, quantities given against individual item may be utilised / used for other consumers in same area. |
| 448 | SECTION-G [TELECOM WORKS] |
| 449 | System design, Inspection & factory testing, FAT, SAT, training, installation, commissioning, Trial run, pre-factory tests, packing, forwarding and supply of all goods including commissioning spares & documentation, pre-commissioning activity for telecom |
| 450 | Supply of 24 Fibre Composite armoured Optical Fibre (SM) Cable (multi-tube) shall be as per specification mentioned in the tender. |
| 451 | Supply of jointing closure 24 Fiber, 2 way including all accessories (3M, Siemens, Raychem make only) |
| 452 | Supply of 40mm OD permanently lubricated HDPE telecom duct as per technical specifications including manufacturing, factory testing, inspection, packaging, forwarding, transportation, insurance, receipt and storage at site. |
| 453 | Ethernet Switch & AccessoriesEngineering , Design with wake frequency calculation, Supply , Installation, Calibration, Testing & Commissioning. |
| 454 | Optical Switch & AccessoriesEngineering , Design with wake frequency calculation, Supply , Installation, Calibration, Testing & Commissioning. |
| 455 | Telecommunication Site Work |
| 456 | Laying of HDPE Telecom Duct: Laying of 40mm HDPE Ducts in same pipeline trench direct buried or cased crossing through CS / HDPE conduit in all type of soil & terrain, excavated as required, padding, backfilling, etc. including supply of HDPE Duct accessories required including plastic couplers, end plugs, cable sealing plugs, end caps, etc. suitable & sufficient for above supplied ducts, cleaning and sealing of ducts at the end laid drum lengths, preparation and supply of cable blowing pit at each Km jointing of HDPE conduit, testing OD HDPE Duct and accessories after laying preparation of report and final drawing and documents as per specification, joint location marking, erection accessories, as-built, etc. |
| 457 | Blowing of Optical Fibre Cable inside HDPE Duct: All activities pertaining to Blowing of Optical Fibre Cable in same pipeline trench directly (after testing drum at site), through CS / HDPE conduits along the pipeline also at crossing cable, sealing using all materials required, including laying of warning mats, etc. as per direction of EIC |
| 458 | Supply and laying of GI Pipe (4\\") at crossings (For Road Crossing within the terminal DTSV/RT) for protection of OFC / HDPE duct/Electrical cables. |
| 459 | Splicing, Jointing of Optical Fiber Cable (Including Supply and Installation of jointing pits including sand, etc. & joint markers) |
| 460 | Supply of FTC with pig tails other accessories for termination of OFC - 24 Fibre in the Telecom Room |
| 461 | Installation of FTC & Wire mesh, termination of OFC on FTC / DDF inside telecom room, splicing with steet fibre, fibre test, OTDR test, power testing of laid OFC, identification of fault, rectification, earthing, final testing and commissioning, preparation of reports, etc. work complete in all respect with all necessary accessories for all location till final Handing Over and Taking Over by Owner of laid OFC. |
| 462 | Note: (1) The quantities given above against individual items are indicative and shall not be considered to be binding. The quantities may be increased, decreased or deleted at site at the time of actual execution. Procurement shall be done as per actual site condition, approved construction drawings and as per instruction of EIC. The unit rate shall be operated to work out the final payment to the contractor; (2) In each area, quantities given against individual item may be utilised / used for other consumers in same area. |
| 463 | SECTION-H [INSTALLATION OF 10 MMSCMD SKID AT IP-01] |
| 464 | PLANT PIPING (ABOVEGROUND) FABRICATION, ERECTION, INSTALLATION AND TESTING OF PIPING : |
| 465 | Transportation including loading, unloading, handling of all piping items from Owner's and/ or Contractor's storage point to work at site/ workshop as applicable, complete work of fabrication, erection, painting, testing of pipes, flanges and fittings and making ready for further Commissioning / Start-up of carbon steel piping of all sizes and ratings including supply of all consumables, equipment, manpower and other resources and execution of, but not limited to, the following works in accordance with relevant specifications indicated in SCC & scope of work indicated in SCC, drawings, specification and instructions of Engineer-in-charge and as per all provisions of the CONTRACT DOCUMENT. |
| 466 | Fabrication including cutting, edge preparation, inclusive of grinding the edges of pipes, fittings, flanges etc. to match with the matching edges of uneven/different thickness wherever required, welding, attachment of all pipe fittings like elbows, tees, reducers. Supply of nipples, coupling etc. as required for completion of job. |
| 467 | Weldolets, sockolets, flanges, vent and drain point connection etc., including providing stub-in connections, fabricated fittings and reinforcement pads etc., as required. |
| 468 | Erection including prior cleaning, lifting, placing on pipe sleepers and supports, overhead on racks, skids and at all elevations including installation and carrying out connected activities for all types of valves including supply and fixing of gaskets, studs/ bolts, nuts wherever required for all sizes, levelling, aligning, joining of flanges, blind flanges, connecting with equipment, nozzles, strainers, tie-in with existing piping/facilities, etc. tapping for inline instruments like pressure gauges, thermowells, sample connection, etc. |
| 469 | Preparation of isometric and fabrication drawings & MTO |
| 470 | Surface preparation before application of primer by means of sand blasting including supply of approved quality of sand, manpower, machineries, tools & tackles to achieve required roughness as per specification and as per instruction of Engineer-in-charge. |
| 471 | Painting of entire system (including aboveground all pipes fittings, flanges and accessories) as per specification MEC/S/05/21/07 suitable for highly corrosive area environment including supply of approved paints and primers, application of primer and paints, indentification lettering/ numbering, colour coding, etc. as specified including rub down & touch up of shop primer or scrapping of shop primer wherever required by COMPANY and providing scaffolding for all heights etc. |
| 472 | Cleaning and flushing by water/ compressed air, testing of the systems including hydrostatic, pneumatic and any other type of testing as specified, draining, drying by compressed air/other methods approved by COMPANY. |
| 473 | Pre-commissioning & making operational all piping system and equipments and provide all necessary assistance in term of supply of man-power, equipment, tools and tackles required amount of nitrogen for purging of entire terminal piping system including equipments etc. |
| 474 | Clean-up and restoration of site, preparation of as built drawings, documents and project records; transportation of surplus free issue material to Owner's designated plac(s); completing all works in all respects as per the AFC drawing, specifications, standards and other provisions of Contract and instruction of Engineer-in-charge. |
| 475 | Completion of all such work in all respects as per scope of work and as per drawings, specifications and instructions of the COMPANY and keeping the system ready in all respects for commissioning and start up. |
| 476 | Hook-up works (with existing piping) as required. |
| 477 | Complete Carbon Steel Piping Work with painting including all fittings, flanges and supply of all required gaskets, studs bolts & nuts etc. as described under item 1.0 above |
| 478 | API 5L Gr. X52, PSL-2, Seamless, BE 18\\" NB S-60 |
| 479 | API 5L Gr. X52, PSL-2, Seamless, BE 12\\" NB S-60 |
| 480 | API 5L Gr. B, PSL-2, Seamless, BE 8\\" NB 14.3 |
| 481 | ASTM A 106 Gr. B (Charpy), Seamless, BE 6\\" NB XS |
| 482 | ASTM A 106 Gr. B (Charpy), Seamless, BE 4\\" NB XS |
| 483 | ASTM A 106 Gr. B (Charpy), Seamless, BE 2\\" NB S80 |
| 484 | ASTM A 106 Gr. B, Seamless, PE 1½\\" NB S80 |
| 485 | ASTM A 106 Gr. B, Seamless, PE 1\\" NB S80 |
| 486 | ASTM A 106 Gr. B, Seamless, PE ¾\\" NB S160 |
| 487 | ASTM A 106 Gr. B, Seamless, PE ½\\" NB S160 |
| 488 | PIPE SUPPORTS & OTHER STRUCTURES |
| 489 | Supply, fabrication and erection of all types of pipe supports like clamps, saddle, guide stops, cradles, turn buckles, anchors, T-posts; stockade/ trestle and pipe bridge for overhead piping; frames for canopy, approach ladders and platforms, crossover, cable tray supports, etc. including painting suitable for highly corrosive area as per specification labour and supervision & complete work as per drawings, specifications and instruction of Engineer-in-charge. (Bolts, nuts, washers, U-clamps etc. for supporting shall be supplied by the Contractor within the rates quoted. These items will not be measured and paid seperately). The work is to be completed in all respect as per scope of work and specification. |
| 490 | Performance of radiographic inspection by gamma radiation as per scope of work and as per specifications in piping of all types and thickness including providing/hiring of all necessary equipments, supply of all consumables, and whatever else even though not expressely mentioned but required to perform the work as per specifications and instructions of Engineer-in-Charge (full circle re-radiography of the repaired joint and additional radiography necessitated due to poor performance of contractor's welder shall be carried out by the Contractor at his own cost and shall not be paid extra by Company). Radiographs shall be submitted to the Engineer-in-Charge for acceptance, whose decision shall be final and binding. |
| 491 | Radiography 18\\" NB |
| 492 | Radiography 12\\" NB |
| 493 | Radiography 8\\" NB |
| 494 | Radiography 6\\" NB |
| 495 | Radiography 4\\" NB |
| 496 | Radiography 2\\" NB |
| 497 | ERECTION,TESTING,COMMISSIONING OF VESSELS & EQUIPMENTS and hook up with Existing piping. |
| 498 | Handling, including lifting, transportation from Company's stores to Contractor's work-shop for fabrication or/ and to worksite for field fabrication, assembly of parts/ sub-assemblies erection for all vessels, equipments supplied by company above ground/ underground at all elevation/ depth, fixing of foundation bolts welding wherever required, alinging, grouting, hooking-up, cleaning and flushing by water draining, drying by compressed air providing all mountings, ancilliary, enabling works as required and completing in all respect as per drawings, specification and instruction of Engineer-in-charge. Contractor's scope shall include supply of all material and accessories including but not limited to any fixtures, clamps, gasket, nut bolts, finish coat of painting including rub down & touch up of shop primer/ paint scrapping of shop primer/ paint and further their painting after application of primer as per specification, wherever required by Company. All cables supplied with metering skid shall be laid and rearranged to Control Panel. The loop testing and commissioning is included. The preparation of buried trench shall be paid through separate SOR. |
| 499 | Metering skid |
| 500 | LEAKS/ BURSTS (ATTRIBUTABLE TO OWNER) FOR TERMINAL PIPING |
| 501 | All works for leak/burst (occurring during hydrostatic testing) including necessary repair/replacement of defective pipe length, including cutting and removing out defective pipes, welding, NDT of welds, repair and re-testing of defective welds, painting of welded joints, clean-up, re hydro testing of the pipe segment including providing all necessary equipments, labour, materials, consumables and inputs other than Owner supplied materials and performing all works as per drawings, specifications enclosed with the Contract and directions of Engineer-in-Charge. |
| 502 | Note : This rate shall be applicable for manufacturing defects in Company supplied materials only. |
| 503 | CABLE TRENCH |
| 504 | Excavation of trenches for burying the cables, preparation of same for laying of cable, filling with river sand before and after cable laying, laying of brick, back filling and compacting of the excavated earth, cable route markers, etc. as per specifications including supply of sand and bricks and removal of surplus earth as per instructions of Engineer-in-Charge. Size of Trench : minimum 600 mm (Width) X 800 mm ( Depth) |
| 505 | Total amount excluding GST |
| 506 | GST (CGST&SGST/UTGST or IGST) in percentage (%) on Net Total Amount Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysAug 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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