Gas Authority Of India Limited has published Tender For Laying Of Steel Pipeline And Associated Facilities For 20 Nos Of Connectivity To Cgd And Lmcs. Submission Date for this Tender is 30-05-2024. Pipe Laying Tenders in Mumbai Maharashtra. Bidders can get complete Tender details and download the document.
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| Sl. No. | Item Description |
| 1 | SCHEDULE OF RATES : SECTION-A (MAIN LINE WORKS) |
| 2 | PIPELINE LAYING / INSTALLATION (CARBON STEEL PIPES) |
| 3 | Receiving and taking over, as defined in the specifications, handing, loading, transportation and unloading of Owner-supplied 3-layer PE coated line 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 / 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,procurement and supply of all 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: |
| 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. Shifting of all obstructions within the ROU / pipeline route alignment, viz. electrical lines / poles, telephone lines / poles, coordination with concerned authorities and obtaining permissions from these authorities. |
| 5 | Trenching to all depths by excavation in all types of soils except Rocky terrain, chiselling or otherwise cutting different types of pavement, footpath, roads etc. as required and storing excavated soil, reusable materials at designated area as directed by Engineer in charge and to a width to accommodate the pipeline and optical fibre conduit as per the relevant standard / specification etc. [The minimum depth of the top of pipeline shall be 1.0m measured from top of pipeline coating to the top of undisturbed surface of the soil or as per Special Condition of Contract (SCC) / OSID - 141 OISD - 226]. Dewater of trenches if required as per site condition. Note : Additional payment on account of excavation in Rocky Terrain ( Where execavation is not possible by JCB, Poclin, Trencher, Manual etc.and Excevation shall be done byBreaker/Blasting required for execavation) for breaking rock will be donewill be as per SOR item No. A00120 based on actual measurement for Rocky Terrain encountered as certified by the EIC. |
| 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 including providing straw / sand / soft soil bags, soft padding / sand padding. |
| 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/Gamma ray 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 (including laying of casing pipe) (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, pre-padding and post padding around pipeline (as per standard) with soft soil/sand including supply of padding material/rock shield , 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 | All tieing-in, including the tie-ins with adjacent section of the pipeline. |
| 14 | 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. |
| 15 | 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. |
| 16 | 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. |
| 17 | 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. |
| 18 | Swabbing of the complete pipeline section and the associated facilities being installed to the specified acceptance criteria, carrying out pre-commissioning works, providing assistance during the complete duration of commissioning operations for entire pipeline and making the entire pipeline system ready for commissioning including supply of all equipment, manpower, consumables, pigging and Nitrogen purging and preservation maintaining Nitrogen column of minimum 5% of pipeline volume (payment for supply of Nitrogen shall be paid seperately as per SOR no- B0011000), Materials for all temporary works and performing all associated works, complete as per the relevant specifications, other provisions of Contract Document and instructions of EIC. |
| 19 | Final clean-up of right-of-use and disposal of debris and surplus material to designated disposal areas and reinstalling the area to its earlier state as per satisfaction of concerned authority and as directed by EIC. |
| 20 | Preparation of as-built drawings, pipe-books (2 soft copy in AutoCad format in CD, 2 soft-copies in PDF format (in CD) and 4 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. |
| 21 | Line pipe laying & installation with radiography @Note: Additional payment for Hydrotest shall be paid seperately as per SOR A00950. |
| 22 | Specified Size (NB) |
| 23 | 100 (4"), diff. grades & thickness (applicable for Connectivity cumulative length of mainline upto 500 meters) |
| 24 | 200 (8"), diff. grades & thickness (applicable for Connectivity cumulative length of mainline upto 500 meters) |
| 25 | Note: (1) This item shall be applicable for the underground steel main pipeline & underground tap-off points(i.e. including arrangement for making provision for tap-off except hot tapping and their hook-up) on existing / proposed steel main pipeline to Insulating Joint at proposed Receiving / Dispatch Station; (2) All crossings installed by HDD /jacking / boringshall be paid separately as per the rates quoted for the same elsewhere in the SOR. |
| 26 | Excavation in Rocky Terrain (Execavation by Breaker/Blasting) Note: 1. Where execavation is not possible by JCB, Poclin, Trencher, Manual etc.and Excevation shall be done byBreaker/Blasting required for execavation. |
| 27 | Supply and installation of Concrete Slab / HT sheeting for Protection of Pipeline against underground HT cables /over head HT lines as per drawing and specification attached with tender document |
| 28 | INSTALLATION OF CARRIER PIPE CROSSINGS BY HDD METHOD AT CROSSING WITHOUT CASING PIPE in all types of soils i.e. normal soil//murram etc. exceptRocky Terrain |
| 29 | “Complete work of installation of carrier pipe at crossings (between the limits as defined in approved drawings. Drawing preparation and obtaining the approval on the same is included in the scope of Contractor) by HDD method for roads, nallahs, drains and canals, wherever required, in all types of soilsi.e. normal soil/soft rock/murram etc. except rocky terrain, including "receiving and taking over" Owner-supplied 3-layer PE coated line pipes from Owner"s designated place of issue / dump-site(s) and transportation to Contractor"s stock-yard / workshop / work-site including all handling loading, unloading, aligning, etc. supply of all Contractor-supplied materials, manpower, equipment, consumable, other resources and acquiring the required land for storage, fabrication, including string preparation of pipes, welding, welding repair, radiography, coating of field joints with special type Heat Shrink Sleeve and repair of pipeline coating with special repair patch materials as per specification, strapping of HDPE conduitwith main pipeline for laying / blowing of OFC cables, pre-testing, etc. of complete string made for crossing access for Contractor, etc. and execution of, but not limited to, following works in accordance with the specifications and instructions of EIC, and as per all provisions of Contract Document.” |
| 30 | Pre-construction survey based on site-visit, carrying out all additional topographical, hydrological & geo-technical surveys as required for design & construction of crossing, collection of data (if reqd.) from concerned authority including design & detailed engineering and making of crossing drawings for getting their approval from concerned authority / EIC, getting work permit / NOC for crossings as well as utility crossings (if any) encountered during crossings prior to start the execution of work. |
| 31 | Drilling to required depth including maintenance of drill hole in all types of strata (in all types of soilsi.e. normal soil/soft rock/murram etc. except hard rock), all depth to accommodate the pipeline at all conditions encountered during crossing by approved HDD methods procedure for providing minimum cover specified in code / specification or as decided by concerned authority, whichever is more. |
| 32 | Backfilling of the ditch / trench including restoration and cleanup of area and all other works including cleaning, final hydrotesting, etc. alongwith mainline works (as mentioned in clause no. A00100 above) required as per specification, approved drawings, calculations, methods and to the satisfaction of EIC and / or as directed by concerned authority. |
| 33 | Installation of 8" NB 3LPE Coated Carbon Steel Pipeline by HDD |
| 34 | 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) 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. |
| 35 | PERMANENT MARKERS |
| 36 | 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. |
| 37 | Pipeline Warning Signs |
| 38 | Right-of-way Boundary Markers |
| 39 | Direction Markers |
| 40 | Pipeline laying liaisoning with statutory authorities / Permission Issuing Authorities |
| 41 | Liaisoning with statutory Authority /Permission issuing Authorities for obtaining routine work permit for execution of work and NOC from various Statutory Authority having jurisdiction before/during execution of work and for complyingwith all stipulations/ conditions and recommendation of the said Authority. Required Permission shall be arranged/obtained by the Owner. (Note :- Payment shall be based on the actual length of pipeline laid). |
| 42 | Statutory Permission For Pipeline Crossing From various Authorities(Railways, NH, SH, Irrigation, PWD Etc.) |
| 43 | Requirement Statutory permission for pipeline crossing for execution of work of various authorities like (Railways, NH,SH, Irrigation, PWD Etc.) shall be arrange by Contractor (If it is not arrange by Owner). @Note: Statutory fee/demand fee shall be paid/reimburse by GAIL as per actual. |
| 44 | INSTALLATION OF CARRIER PIPE CROSSINGS BY MOILING METHOD AT CROSSING WITHOUT CASING PIPE |
| 45 | “Complete work of installation of carrier pipe at crossings (between the limits as defined in approved drawings) by moiling methodfor roads, nallahs, drains and Factory Gates etc., wherever required, in all types of soils,murram. This includes "receiving and taking over" Owner-supplied 3-layer PE coated line pipes from Owner"s designated place of issue / dump-site(s) and transportation to Contractor"s stock-yard / workshop / work-site including all handling loading, unloading, aligning, etc. supply of all Contractor-supplied materials,manpower, equipment, consumable, other resources and acquiring the required land for storage, fabrication, including string preparation of pipes, welding, welding repair, radiography, coating of field joints with special type Heat Shrink Sleeve and repair of pipeline coating with special repair patch materials as per specification, strapping of HDPE duct as the case may be with main pipeline for laying / blowing of OFC cables, pre-testing, etc. of complete string made for crossing access for Contractor, etc. and execution of, but not limited to, following works in accordance with the specifications and instructions of EIC, and as per all provisions of Contract Document.” |
| 46 | Pre-construction survey based on site-visit, carrying out all additional topographical, hydrological & geo-technical surveys as required for design & construction of crossing, collection of data (if reqd.) from concerned authority including design & detailed engineering and making of crossing drawings for getting their approval from concerned authority / EIC, getting work permit / NOC for crossings as well as utility crossings (if any) encountered during crossings prior to start the execution of work. |
| 47 | Drilling to required depth including maintenance of drill hole in all types of strata (in all types of soils, / murram ), all depth to accommodate the pipeline at all conditions encountered during crossing and providing minimum cover specified in code / specification or as decided by concerned authority, whichever is more. |
| 48 | Backfilling of the ditch / trench including restoration and cleanup of area and all other works including cleaning, final hydrotesting, etc. alongwith mainline works (as mentioned in clause no. A00100 above) required as per specification, approved drawings, calculations, methods and to the satisfaction of EIC and / or as directed by concerned authority. |
| 49 | Laying of 4" NB Carrier pipe without casing by Moiling method |
| 50 | Laying of 8" NB Carrier pipe without casing by Moiling method |
| 51 | Note: i)The length mentioned in SOR is indicative for all the crossing to be done by Moiling & locations shall be decided by GAIL / Consultant prior to start of job depending upon site-condition. ii) Payment for the length of final tied in carrier pipeline string with mainline laid by Moiling are inclusive in this above item rate. No any separate payment shall be made under other clauses mentioned elsewhere. |
| 52 | Hiring and deployingof fire tendersalong withaccessories and operating crew. The rates quoted shall be inclusive of all expenses. |
| 53 | Deployment of Fire Tenders for 12 Hrs |
| 54 | Hiring and deployingof FINAL HYDRO TEST EQUIPMENT along withaccessories and operating crew. The rates quoted shall be inclusive of all expenses and consumable etc. (Item to be claim seperately for projecttesting by dead weight test& graph), "" The payment of this item shall be made in addition to item No A00100 and associated Mainline items. " |
| 55 | Deployment and completion of post hdro testing of complete P/L project |
| 56 | 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. |
| 57 | SCHEDULE OF RATES (SOR): SECTION-B [MECHANICAL (PIPING & TERMINAL WORKS)] |
| 58 | PLANT PIPING (ABOVE GROUND) |
| 59 | Complete Carbon Steel Piping Work with painting including all fittings, flanges and supply of all required gaskets, studs bolts & nuts, etc., as described below |
| 60 | 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. |
| 61 | 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 (Below 4") & (4" and Above 4" shall be paid as per SOR), nuts, U-clamps, etc. as required for completion of job.All fittings installation shall be paid linear meter basis under this item only. |
| 62 | 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. |
| 63 | Installation of weldolets, sockolets, flanges, vent and drain point connection, etc.,as required. |
| 64 | 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. |
| 65 | Design and Residual Engineering |
| 66 | Preparation of bill of material(BOM) |
| 67 | Preparation of Construction, Fabrication, GAD, isometric and As-built drawings |
| 68 | Carrying out all Non-destructive testing as required except Radiography. |
| 69 | 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. |
| 70 | 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. |
| 71 | 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. |
| 72 | Precommissioning & making operational all piping system and equipments. |
| 73 | 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. |
| 74 | 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. |
| 75 | 2" and below ( Sch-60/Sch-80/Sche160/XXS/XS) |
| 76 | Above 2" to Below 12" Pipe (6.4mm to 14.3 mm) |
| 77 | 12" and Above( Above 19.3 mm) |
| 78 | INSTALLATION OF VALVES |
| 79 | INSTALLATION OF ABOVE GROUND FLANGED VALVES (BALL / PLUG / CHECK / GATE / GLOBE) AS PER DETAILS GIVEN BELOW: |
| 80 | Size - 4.0 Inch, Rating -150#/300#/600# |
| 81 | Size - 2.0 Inch, Rating - 150#/300#/600# |
| 82 | INSTALLATION OF ABOVE GROUND BUTT WELDED/SOCKET WELDED MANUAL VALVES (BALL / PLUG / CHECK / GATE / GLOBE) AS PER DETAILS GIVEN BELOW: |
| 83 | Size - 12.0 Inch, Rating - 150#/300#/600# |
| 84 | Size - 8.0 Inch, Rating - 150#/300#/600# |
| 85 | Size - 4.0 Inch, Rating - 150#/300#/600# |
| 86 | Size - 2.0 Inch, Rating -150#/300#/600# |
| 87 | Size - 3/4 Inch, Rating - 800# |
| 88 | INSTALLATION OFABOVEGROUNDGAS ACTUATED VALVESAS PER DETAILS GIVEN BELOW |
| 89 | Size - 12 Inch, |
| 90 | Size - 8 Inch, |
| 91 | Size - 4 Inch, |
| 92 | SUPPLY OF ASSORTED PIPE, VALVES , FITTINGS AND FLANGES |
| 93 | 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 inscope of work , drawings, specification and instructions of EIC and as per all provisions of the Contract Document. |
| 94 | 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. |
| 95 | CARBON STEEL (CS) PIPES |
| 96 | CS Pipes 2" NB Sch XS API 5L, Gr.B, Seamless, BE / A 106 Gr.B. |
| 97 | CS Pipes 3/4 " NB Sch 160 , A 106 Gr.B. |
| 98 | VALVES |
| 99 | Supply of Butt Ends Ball Valves as perPMS and Data Sheet |
| 100 | Size - 2 Inch, 600#, BW Ends, Design Standard - BS EN 1SO 17292, Floating type, Full Bore Ball Valve, Lever Operated |
| 101 | Supply of Plug Valves as per PMS and Data Sheet |
| 102 | Size - 2 Inch, 600#, Flange Ends, Design Standard - BS EN 1SO 15761, |
| 103 | Supply of Sockolet conforming to MSS-SP-97, Material - ASTM A105 and as per details given below: |
| 104 | 12" x 3/4", 6000# |
| 105 | 8" x 3/4", 6000# |
| 106 | 4" x 3/4", 6000# |
| 107 | Supply of Weldolet conforming to MSS-SP-97, Material - ASTM A105 (CHARPY)-As per attached QAP in Tender and as per details given below: |
| 108 | 12" x 2", Thk/Sch - XS |
| 109 | 8" x 2", Thk/Sch - XS |
| 110 | Nipple |
| 111 | Supply of Nipple 3/4 inch, ASTM-106, Sch- XXS ( One side Threaded(NPT)-Male, One side socket welded)- Length : 150MM |
| 112 | Supply of Stud & Bolts As per ASME B16.50 & 3.2 Certification |
| 113 | Size- 8" #300, L -139.7 MM, Thk. 22.225 MM, NO OF STUD & BOLT-12 STD-STUD WITH 2 HEXAGONAL NUT, STUD MATERIAL AS PER ASTM-A193GrB-7,NUT MATERIAL AS PER ASTM-A194Gr2H, HOT DIP GALV. |
| 114 | Size- 12" 300#, L -171.45 MM, Thk. 28.575 MM, NO OF STUD & BOLT-16 STD-STUD WITH 2 HEXAGONAL NUT, STUD MATERIAL AS PER ASTM-A193GrB-7,NUT MATERIAL AS PER ASTM-A194Gr2H, HOT DIP GALV. |
| 115 | Size- 4" #600, L -146.05 MM, Thk. 22.22 MM, NO OF STUD & BOLT-8,STD-STUD WITH 2 HEXAGONAL NUT, STUD MATERIAL AS PER ASTM-A193GrB-7,NUT MATERIAL AS PER ASTM-A194Gr2H, HOT DIP GALV. |
| 116 | Size- 8" #600, L -190.5 MM, Thk.28.575 MM, NO OF STUD & BOLT-12, STD-STUD WITH 2 HEXAGONAL NUT, STUD MATERIAL AS PER ASTM-A193GrB-7,NUT MATERIAL AS PER ASTM-A194Gr2H, HOT DIP GALV. |
| 117 | Size- 12" #600, L -222.25 MM, Thk. 31.75 MM, NO OF STUD & BOLT-20, STD-STUD WITH 2 HEXAGONAL NUT, STUD MATERIAL AS PER ASTM-A193GrB-7,NUT MATERIAL AS PER ASTM-A194Gr2H, HOT DIP GALV. |
| 118 | Note: Quantity may vary as per actual |
| 119 | Supplyof Gasket& 3.2 Certification |
| 120 | Size-8", GASKET ,TYPE--SP. WND, SS316 with WITH GRAPHITE FILLER +CAF,300#, |
| 121 | Size-12", GASKET ,TYPE--SP. WND, SS316 with WITH GRAPHITE FILLER +CAF,300#, |
| 122 | Size- 4", GASKET ,TYPE--SP. WND, SS316 with WITH GRAPHITE FILLER +CAF,600#, |
| 123 | Size-8", GASKET ,TYPE--SP. WND, SS316 with WITH GRAPHITE FILLER +CAF,600#, |
| 124 | Size-12", GASKET ,TYPE--SP. WND, SS316 with WITH GRAPHITE FILLER +CAF,600#, |
| 125 | Note: Quantity may vary as per actual |
| 126 | RADIOGRAPHY |
| 127 | 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. |
| 128 | Radiography 2" NB |
| 129 | Radiography 4" NB |
| 130 | Radiography 8" NB |
| 131 | Radiography 10." NB |
| 132 | Radiography 12" NB |
| 133 | RECEIVING & TAKING OVER, HANDLING, TRANSPORTATION OFPIPES , FLANGES , FITTINGS , VALVES/ FILTERING/ METERING SKIDS/PRS/PIG TRAPS & OTHER EQUIPMENTSETC (TERMINAL / MAINLINE MATERIAL/ SURPLUS MATERIAL) - ANYWHERE IN INDIA |
| 134 | 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. |
| 135 | Transportation by Trailer Fix up to 0-50 KM (Weight up to 18 Ton) per trip |
| 136 | Transportation by Truck Fix up to 0-50 KM (Weight up to 3 Ton) per trip |
| 137 | Transportation by Truck Fix up to 0-50 KM (Weight up to 10 Ton) per trip |
| 138 | Transportation by Trailer Capacoty 18 Ton (40" L X 8.6" W X 7" H) Beyond 50 KM in addition to SOR Item No. B005010. |
| 139 | Transportation by Truck (Weight up to 3 Ton) Beyond 50 KM in addition to SOR Item No. B005020. |
| 140 | Transportation by Truck (Weight up to 10 Ton) Beyond 50 KM in addition to SOR Item No. B005030. |
| 141 | Note: (1) Transportation up to 50KM shall be paid by SOR no. B005010/B005020/B005030. Beyond 50KM transportation shall be paid by SOR no. B005040/B005050/B005060. (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. |
| 142 | FIRE EXTINGUISHERS (Portable) |
| 143 | Supply, installation and commissioning of the following fire extinguishers: |
| 144 | CO2 (10 Kg) considered1 no. for each locations |
| 145 | 10 kg capacity DCP fire extinguisher (portable) considered1 no. for each locations |
| 146 | 6 kg capacity DCP fire extinguisher (portable) considered1 no. for each locations |
| 147 | 4 Nos. Sand Buckets with stand & canopy considered 1 set for each location |
| 148 | INSTALLATION OF FILTERING/ METERING/ PRSSKID/ ANALYZERAND SCRAPER TRAPS |
| 149 | Installtion ofabove ground owner suppliedFiltering , Metering , PRS Skid, Analyzer,Pig traps and other equipmentat work site up to mechanical completition in all respect, inclusive of shifting within campus and 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 / commissioningof filtering skid/metering skid /PRS/pig trap and other equipments. Note: Instalation and commssioning of Instrumentation items such asGas Chromatograph (GC) &metering panel(flow computer panel), cable laying are seperately covered under Instrumentation SOR |
| 150 | Installation ofabove ground Filtering/ Metering/ Pressure Reducing Skid/Analyzer up to mechanical completion in all respect inclusive of painting suitable for Normal Corrosive Environment at various loactions. |
| 151 | PADDING FOR PIPE SUPPORTS (4 Inch and Above) |
| 152 | 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 . |
| 153 | Padd Welding for Pipe Support |
| 154 | NITROGEN SUPPLY |
| 155 | Supply of Nitrogen for preservation ofPipeline/ purging of pipeline / hookup & shut downactivities . |
| 156 | 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; a (2) Quantities given against individual item may be utilised / used for other consumers in same area. |
| 157 | SCHEDULE OF RATES (SOR): SECTION-C [CIVIL / STRUCTURAL & ARCHITECTURAL] |
| 158 | SURVEY WORKS |
| 159 | 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 nallahetc.including establishing high flood level with source of information, identification of any monument, historical structure, wild life sanctuary in the vicinity, storm water disposal pointwithlevels,cross-sectiondetailsofnallah,recordingspotlevels, 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. |
| 160 | GEO TECHNICAL INVESTIGATION |
| 161 | Conducting soil investigation with boring of minimum150mm dia. boreholes of maximum 10m depth including all field tests and laboratory tests, mobilization and demobilization of equipments & personnel etc. for soil investigation for each borehole location . complete work in all respects as per drawings, specifications and directions of Engineer-in-Charge including submitting hard copies of Reports & recommendations and supply of electronic files. |
| 162 | FENCING & GATE |
| 163 | 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). |
| 164 | Supplying,fabricatingandfixinginpositionstructuralsteellineposts, 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. |
| 165 | Supplying, fabricating and fixing G.I. chain link fencing with 3.15mm dia. wire, 50x50mm diamond mesh chain link fence fabric conforming to IS:2721 fixed to steel/RCC posts/struts above ground level, including supply of chain link fencing fabric, stretcher bars, staples, etc. required for fixing the fencing, fixing of chain link fencing between straining posts, fixing of bottom of fencing to a concrete sill beams by means of hairpin beams by means of hairpin staples, including supply and fixing line wires, completeasperdrawings,specificationsanddirectionsofEngineer-in- Charge. |
| 166 | Providing andfixinginposition Steel Entrance Gatesconsisting ofMC- 75 framework for shutters, 20mm square M.S. vertical bars welded to the framework@100mmc/c,3mmthickM.S.sheetboxing,locking arrangement, 25mm thick, 75mm dia M.S. wheel with ball bearing includingfixingthegatetoRCC/masonrybyM.S.hingearrangement (75mmx75mmx6mm M.S.angles,bolt,washers)andM.S.holdfast groutedwithM-15gradeconcrete,providingandfixingM.S.pivot, 50mmx50mmx6mmM.S.Teebenttoshapeandembeddedinroad surfacefor gate openingtrack,gate stopper,paintingthe gate with approvedshadeandqualitysyntheticenamelpaint(twocoats)anda coatofapprovedqualityprimer,ensuringsmoothoperationofthegate etc. all complete as per attached standard drawing. |
| 167 | EARTHWORK IN SITE GRADING |
| 168 | Earthwork in excavation and filling in all types of soil except soft rock and hard rock for general site grading for all heights and depths including clearing and stripping etc. in excavation areas, removing shrubs, grass, bushes, vegetable growth and other objectionable materials, trees upto and inclusive of a girth of 30 cms. (girth measured at a height of one metre above ground level) including uprooting of roots, etc., dewatering, if necessary, sorting out the excavated soil into serviceable and unserviceable materials in excavation areas and including filling in filling areas with serviceable material for general site grading and roads for all heights and depths to proper levels, slopes, grades and camber including clearing and stripping in filling areas as per specifications, consolidating exposed natural soil to 90% of max. laboratory dry density as per IS:2720 Part-VII, cutting of trees of girth upto and inclusive of 30 cms, removal of vegetation, breaking clods, spreading in layers not exceeding 30 cms loose thickness, watering, ramming and compacting with powerroadrollerstogiveatleast90%ofmax.laboratorydrydensity, dressing, leveling, testing, etc. and disposal of unserviceable materials/surplus earth if any, as directed by Engineer-in-Charge including stacking and/or dumping and dressing the same in demarcated areas etc. complete as per specifications, drawings and directions of Engineer-in-Charge. (The leads for the above mentioned operations shall be within the bounDSRy limit of the plant and measurement shall be taken in the cutting area only). |
| 169 | PAVER BLOCK Flooring |
| 170 | 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, shutteringwith all bye works and sundry works. 2.To be read with in conjunction with Particular Job Specification 3.Supply of all materials and providing labour, tools and tackles are in contractor’s scope |
| 171 | RCC HUME PIPE CULVERT |
| 172 | Providing, laying, jointing and testing RCChume pipes of 300mm 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. |
| 173 | Providing, laying, jointing and testing RCChume 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. |
| 174 | KERB STONE FIXING |
| 175 | Providing and fixing precast concrete Kerb stones (125 wide X 300 deep) of M-30 grade or equivalent of approved make and shapeat 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 |
| 176 | SAND FILLING |
| 177 | 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 . |
| 178 | DEMOLITION OF R.C.C./BRICKS/STONE MASONRY/STEEL WORK |
| 179 | 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 requiredas 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 CUMas demolished. |
| 180 | SOAK PIT 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 |
| 181 | SEPTIC TANK Construction,supplying,installation,testingandcommissioningofseptic 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 excavationinalltypeofsoilexceptsoftandhardrock,backfillingand 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 for |
| 182 | MANHOLE 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 rubberzincphosphateprimer@40µDFTpercoatandfinishpainting consists of two coats of chlorinated rubber paint@40µ DFT per coat etc. all completeasperdrawings,specificationsanddirectionsofEngineer-in- Charge. |
| 183 | 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 requiredas 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. |
| 184 | ERC/IRC |
| 185 | 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/ existingroadsandmakinggoodthesameincludingsupplyofanyroad 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 approximately1.0mlengthandpaintingandletteringwith2coatsof 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. |
| 186 | EARTH WORK IN FOUNDATION |
| 187 | Earth work in Excavation below ground level for all kinds of works in ALL TYPES OF SOILas classified in specification for a depth upto 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, 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. |
| 188 | For depth beyond 1.5m and upto & inclusive of 3.0m. |
| 189 | Backfilling after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps, 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 90% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete. |
| 190 | EARTHWORK IN FILLING including supply by excavating the earth from BORROW AREAS arranged by CONTRACTOR for all leads, transporting the earth from borrow area 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, dressing, trimming, levelling the top surface etc. in foundations, plinths, trenches etc. all complete. |
| 191 | Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetationsfrom construction area beyond the initial lead of 100M including re-excavating the deposited soil excavated earlier, transportation, loading, 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) as per EIC directions. |
| 192 | PLAIN & REINFORCED CEMENT CONCRETE: |
| 193 | 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. |
| 194 | Concrete of nominal mix of 1:5:10 by volume (1 Cement :5 Coarse Sand : 10 Crushed Stone Aggaregates/Gravels). |
| 195 | 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, 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 grade M20 with 20mm and down size graded crushed stone aggaregates/Gravels. . |
| 196 | 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,pipeencasement, 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. |
| 197 | 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. |
| 198 | Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as columns, beams, cover slabs, lintels, louvers, fins, shelves etc. of M-25 grade with 20mm and down size graded crushed stone aggregates/gravel, for all leads, levels, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering wherever required, finishing the top surface with cement mortar 1:3 ( 1 Cement : 3 Sand) to give a smooth and even surface, or non skid finish as specified, providing lifting hooks, metal inserts, making holes pockets, (only M.S. inserts to be measured & paid separately) transporting to site, erecting, levelling, aligning and fixing in position with cement mortar 1:3 (1Cement : 3 Coarse Sand), breaking bricks and/or concrete surfaces and making good the same etc. all complete (excluding the Cost of Reinforcement ) and as directed. 1) Each unit upto and inclusive of 500 Kg. |
| 199 | CENTERING AND SHUTTERING |
| 200 | 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. |
| 201 | i)For all depths below and upto & inclusive of plinth level. |
| 202 | ii) For all heights above plinth level. |
| 203 | REINFORCEMENT |
| 204 | Supplying and placing in position HIGH STRENGTH DEFORMED STEEL BARS REINFORCEMENT (conforming to IS:1786, Grade Fe 415), 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. |
| 205 | STRUCTURAL STEEL WORKS |
| 206 | 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, 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 perspecification (for normal corrosive environment), etc. allcomplete |
| 207 | MISCELLANEOUS STEEL WORKS |
| 208 | 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. |
| 209 | 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. |
| 210 | Supplying, fabricating and erecting in position at all levels and locations bolted, clamped and/or welded GRATING (fabricated as perstandards) made out of M.S. flats/M.S. flats with M.S. rounds in walkways, platforms, stair treads 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, fabricating clamps, fixing, welding, preparation and submission of fabrication drawings and preparing the surfaces for painting, surface cleaning, wire brushing, removal of mill scale, dust, rust, oil or grease and applying one shop coat of Red Oxide Zinc Chromate Primer after fabrication etc. all complete as specified and directed. |
| 211 | BRICK MASONRY |
| 212 | Providing and laying BRICK MASONRY WITH BRICKS OF CLASS 7.5 in cement mortar 1:6 (1 Cement : 6 Sand) in one or more brick thickness and in any shape (excluding circular/curved brick masonry) at all depths and height including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/slab, embedding the fittings & fixtures, curing, etc. all complete as per specifications. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR. |
| 213 | External Walls OrdinaryplaincementplasterAverage18mmthick1:4(1cement: 4 sand). Cement supplied by the Contractor at their cost. |
| 214 | Internal Walls OrdinaryplaincementplasterAverage12mmthick1:4(1cement:4 sand). Cement supplied by the Contractor at their cost |
| 215 | Ceiling OrdinaryplaincementplasterAverage6mmthick1:4(1cement:4 sand). |
| 216 | Painting of Walls External walls:- Providing & applying 3 coats of waterproof decorative cement paint of approvedmakeandapprovedshade,cleaning, includingpreparationof surfaces,base primer, curing etc. all complete |
| 217 | Internal walls:- Providing & applying 2 coats of waterproof decorative cement paint of approvedmakeandapprovedshade,cleaning, includingpreparationof surfaces,base primer, curing etc. all complete |
| 218 | ROOFING TREATMENT |
| 219 | Providingandapplyingpolyetherbasedpolyurethane(PU)waterproof coatingconsistingof2components(resin+hardener)infourcoats consistingofaprimeradhesioncoatandthreesealingcoatsappliedby brushevenlytoperfectlevel@min.160gm/sq.MpercoatoverR.C.C. slab including sprinkling the last coat of P.U. with a layer of clean sand (300 micron) and laying min. 50mm thk. PCC (1cement :2coarse sand :4 aggregate) over the fully cured coating in panels of max. 1.2M x 1.2M with 24 SWG chicken wiremeshfinishedsmooth and sealing joints between panels with Polysulphide sealant as per approved manufacturers spec. and including preparing the base surface (levelling, cleaning, filling upcrackswiththinpasteofPolyurethanefillingcompound)providing fillets of 75mm radius with PCC (1 cement : 2 coarse sand : 4 aggregate) atjunctionsofhorizontalandverticalsurfaces,continuingthewater proofing on vertical face to a minimum ht. of 150mm over finished roof surface,terminatingit incontinuousgrooveof 10mmx 20mmand filling with polyurethanesealent putty, continuing the treatmentinto rainwateroutlets by,providing 450mm x450mm khuras atalloutlets, levelled down by min. 25mm, finishing all complete. Cement supplied by the Contractor at their cost. |
| 220 | 110mm dia O.D. Size. exposed PVC rain water pipe jointed with bonding solution of approved quality and make with pressure rating of 4kg/cm2 includingclamps,connectionsetc.allasperapprovedmanufacturer"s details. |
| 221 | Providing andapplyingtwocoatsofsynthetic enamelpaintofapproved make and shade to give an even shade including cleaning and preparation of surfaces, providing 2 coats of primer, stopping and filling etc. complete. |
| 222 | DOORS/VENTILATOR/WINDOWS |
| 223 | Aluminiumglazeddoors with cup pivots of aluminiumalloyto IS designationNS-4ofIS-737andISdesignationofA-5-MofIS-617, Heavy duty hydraulically operated, adjustable floor mounted door closer conformingtoIS:6315(single/doubleaction),250mmand150mmlong, 10mm dia anodized. Aluminium tower bolts as per IS : 204 one each for eachshutter,brassbodymorticelock(6levers,asperIS:2209)with aluminium handleonbothsides,etc.allcomplete foreachshutter,with plainanodized aluminium sections and5mm thk.toughened glassasper IS:5437 . |
| 224 | Aluminium glazed window/ventilator with approved make sections, frictionhinges,castaluminiumhandle,etc.allcompletewithapproved shade electrostatically powder coated aluminium sections and 6.3mm thk. laminated glass as per IS:2553. Openable type. |
| 225 | VITRIFIED TILES Providing and laying Vitrified tile flooring of size 600mm x 600mm of approved make (Marbonate or approved equivalent) set in cement slurry over 1:4 cement mortar bed of 35mm average thickness at all levels. Joints between tiling to be filled with grout of approved shade as per manufacturers specifications. Rate to include cost for laying tiles to approved pattern, design as directed by Architect, including surface cleaning, cement mortar, curing, acid wash, etc., and protecting the flooring with polythene sheet and pop overlay till hand over. |
| 226 | ACID RESISTANT TILES Providing and laying acid resistant, vitrified tiles of approved size as per manufacturer"sspecs.infloor/skirting/Dadolaidoverandincluding bitumenpriminglayer, 12mmthick Bitumenmastic layer and 6mm thick resin type chemical resistant mortar conforming to IS: 4443 including raking out and flush pointing of joints with resin type chemical resistantmortar,preparationofbackgroundsurface,finishingetc.all complete. Minimum 10mmthk. tiles of approved size for flooring |
| 227 | CERAMIC TILE FLOORING Providing and laying Ceramic tile flooring of approved shade of premium quality of Kajaria make or approved equivalentset in cement slurry over 1:4 cement mortar bed of 35mm average thickness. Joints between tiling to be filled with grout of approved shade as per manufacturers specifications. |
| 228 | VITRIFIED SKIRTING Providing and injecting approved chemical emulsions as specified for pre-constructional ANTI-TERMITE TREATMENT and creating a chemical barrier under and around column pits, wall trenches, basement excavations, top surfaces of plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, surrrounding of pipes and conduits etc. all complete as specified and directed. (Plinth area of the building at ground floor only shall be measured). |
| 229 | DPC Providing and laying 40mm thick DAMP PROOF COURSE with plain cement concrete of nominal mix of 1:1.5:3 with 10mm & down size graded crushed stone aggregates in two layers of 20mm thick with two coats of hot bitumen (Grade A90/S90 conforming to IS:73) applied @ 1.7 Kg/sq.m. over each layer as per specifications including cleaning, watering the top surface of walls, centering, shuttering, placing, tamping, curing, sprinkling an even layer of dry & sharp sand over the hot bitumen etc. all complete as specified and directed. |
| 230 | Providing and injecting approved chemical emulsions as specified for pre-constructional ANTI-TERMITE TREATMENT and creating a chemical barrier under and around column pits, wall trenches, basement excavations, top surfaces of plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, surrrounding of pipes and conduits etc. all complete as specified and directed. (Plinth area of the building at ground floor only shall be measured). |
| 231 | FALSE CEILING Providing and fixing suspended false ceiling consisting of 12.5mm thick Gypsum plaster board suspended on GI framework with staggered joints. GI framework to consist of GI perimeter channels 0.55mm thick 20mm x 30mm along perimeter of false ceiling of ceiling, screw fixed to wall/partition with nylon sleeves and screws @ 600mm c/c. Suspending GI intermediate channels of size 0.9mm thick 45mm x 15mm from the soffit at max dist 1220mm c/c with ceiling angle 0.55mm thick 25mm x 10mm fixed to soffitusing proprietary supplied GI cleats and steel expansion fasteners. Ceiling section 0.55mm thick web size 51.5mm and flanges 26mm each and 10.5mm lips are fixed to perpendicular to intermediate channel @ 457mm c/c using connecting clips. 12.5mm thk. tapered gypsum plasterboard(IS 2095-1982) is screw fixed to ceiling section with 25mm drywall screws @ 230mm c/c. Boards to be finished with proprietary supplied jointing tape and jointing compound and sand papered to achieve a smooth and seamless finish. and 2 coats of primer suitable for plasterboard applied and two coats of soft sheen enamel paint to be applied as per manufacturer specification. Rate quoted to include vertical drops of 250mm and all cut-outs required for light fixtures, smoke detectors and other services cut-outs complete as directed by Architect. (Vendor to account for additional supports as required). Rate quoted to include cost of providing support framework formed of perimeter channels for fixing light fixtures, AC grills/diffusers etc., Also to provide concealed perimeter channel support as required to support modular grid ceiling sections at junction between gypboard false ceiling and modular grid tile ceiling. |
| 232 | SANITARY WORKS |
| 233 | Cost of providing and fixing cera / hindware wall mounted EWC with power flush with seat cover etc, (Ivory colour) set in 1:2:4 concrete and doing necessary angles, connections.etc., |
| 234 | Cost of providing and fixing wash basin of cera/hindware make(Ivory colour) fixed to existing wall using necessaryangles, connections, including all SS accessories like waste coupling, bottle trap, inlet connection tube etc., complete. |
| 235 | Orissa Pan Type wall mounted ceramic urinals of approved ivory colour with all SS accessories like waste coupling, bottle trap, inlet connection tube etc., complete, Cera/ HINDWARE. |
| 236 | PILLAR COCK Cost of providing and fixing pillar cock long neck with aerator. Jaguar or approved equivalent fixed with necessary accessories. |
| 237 | ANGULAR STOP COCK Cost of providing and fixing ½" dia Jaquar angle stopcock. |
| 238 | HEALTH FAUCET Cost of providing and fixing Health faucet CP Jaquar are approved equivalent. |
| 239 | CONCEALED STOPCOCK Cost of providing and fixing concealed stopcock Jaquar or approved equivalent |
| 240 | NAHANI TRAP Cost of providing and fixing CI Nahani trap/ "P" trap set in 1:2:4 concrete and jointed with spun hemp & doing necessary lead caulking and making necessary 1:2:4 concrete cistern, when req. and plastering with water-proof compound to a smooth finish . |
| 241 | C.P TRAP Cost of providing and fixing C.P. cockroach trap, floor drains of Chilli / equivalent make |
| 242 | SS jali Cost of providing and fixingSS Jali of Jaquar /equivalent make |
| 243 | MIRROR Supplying and fixing mirror for wash basin of standard make as per standard specifications |
| 244 | TOWEL ROD Supplying and fixing Towel rod of standard make as per standard specifications |
| 245 | INTERNAL PLUMBING WORKS Internal Plumbing work P/f 1/2" G.I."C" class Tata / Zenith or equivalent pipe and50mm & 75mm dia. PVC Pipe outlet( prince or equivalent ) including G.I. & PVC assorted fittings, such as elbow,tees ,bends,& unions including applying creosote and wrappingwith hessin cloth, including chasingthe walls for concealing the pipe lines and making good the same. This includes providing & fixing3/4" dia "C" class G.I. Pipe for inlet & outlet of Water Tank connection |
| 246 | EXTERNAL PLUMBING WORKS |
| 247 | supply, transportation and erection of 500 liters SINTEX / Equivalent water tanks |
| 248 | Providing & fixing of external plumbing consisting of CPVC or equivalent pipes varying from dia 3" to 6" with all fittings like bend, tees,gate valves, NRV"s, y"s etc which Nani traps,special pieces and accessories for layingjoiniting including testing & commissioning of all Pantry/toilets. |
| 249 | Rubble Soling Supplying and filling of various sizes and type of boulders(rubbles) as per site requirement or as per direction of EIC. Rate involves supply, transportation, unloading at site, laying, etc. to complete the work in all respect. |
| 250 | KOTA STONE FLOORING Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick |
| 251 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 252 | PLINGTH PROTECTION Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth |
| 253 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer"s specification. Two or more coats on new work |
| 254 | SCHEDULE OF RATES (SOR): SECTION-D [CATHODIC PROTECTION WORKS] |
| 255 | CATHODIC PROTECTION SYSTEM (TCP) |
| 256 | 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. |
| 257 | 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. |
| 258 | 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. |
| 259 | 25 mm2 |
| 260 | 10 mm2 |
| 261 | 6 mm2 |
| 262 | 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. |
| 263 | 6 mm2 Cables |
| 264 | 10 mm2 Cables |
| 265 | 25 mm2 Cables |
| 266 | 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. |
| 267 | Supply & installation of 20 Kg 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. |
| 268 | Supply & installation of 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. |
| 269 | Supply, installation, testing and commissioning of spark-gap arrestors across insulating joints. |
| 270 | Supply and Installation of pipe to cable connection by Pin Brazing Encapsulation method |
| 271 | 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. |
| 272 | SCHEDULE OF RATES (SOR): SECTION-E [ELECTRICAL WORKS] |
| 273 | 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. |
| 274 | 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. |
| 275 | 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. |
| 276 | 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. |
| 277 | 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. |
| 278 | 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. |
| 279 | Recess/Surface mounted Power Panel(PP) Consisting of 63 Amp FP MCB as incomer and 9 nos. 20A DP MCBs as out goings. |
| 280 | 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 etc Outgoing Through Timer: 6 Nos. 16 Amp DP MCB |
| 281 | 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: 5 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. |
| 282 | Design, Engineering, Supply , erection , termination , earthing ,Testing & and commissioning oflighting 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. |
| 283 | Recess/Surface mounted UPS 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. |
| 284 | 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. |
| 285 | Supply, installation, testing, commissioning of Flameproof Flood Lighting Fixtures suitable for 250/400W HPMV or Equivalent LEDLamps 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. |
| 286 | 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. |
| 287 | 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. |
| 288 | 16 A plug socketMCB for AC |
| 289 | Ceiling Fan230V AC 1200 mm sweep |
| 290 | Supply ,Installation and testingof 1.5 Tr. 5 star inverter base Indoor & Outdoor unit of split AC including all labours and materialsfor Typical SV station refer General specification of Erection, Installation, Testing & commisioning of Electrical Equipments, General Specification for Air conditioningSystem and directions of OWNER / CONSULTANT. |
| 291 | Supplyand Installation of Hardware and other accessories including all labours and materialsas perGeneral specification of Erection, Installation, Testing & commisioning of Electrical Equipments , Electrical Design Basis , General Specification for Cable and accessories anddirections of OWNER / CONSULTANT. |
| 292 | Rubber Mat |
| 293 | CAUTION Board& Shock treatment chart |
| 294 | Rubber hand gloves |
| 295 | Ladder type Cable tray- Galvanized steel fabricated out of hot rolled sheet steel with rigid welded ladder type 450 mm widestraight run |
| 296 | 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. |
| 297 | 65mm dia 3 Mtr. Long GI PIPE Electrode with 6mm thick chequered plate cover, display board etc |
| 298 | 600x600x3mm copper plate Electrode with 6 mm thick chequered plate cover, display board etc cost shall include all materials as per typical drawing. |
| 299 | GI Strip (50X6) mm |
| 300 | GI Strip (25X6) mm |
| 301 | 1C 25 Sq.mm PVC insulated Cu Conductor |
| 302 | 10 SWG GI wire |
| 303 | 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. |
| 304 | 300mmlong 50x6GI earth busbar |
| 305 | 25mm dia 1500mm long GI rod for lightning protection |
| 306 | 25x6mm GI strip for building roof & down conductor for lightning protection |
| 307 | PVC Conduit including bend,tee, clamps,JB and other required assesories |
| 308 | 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. |
| 309 | 4C x 95 sqmm AL FRLS XLPE |
| 310 | 4C x 35 sqmm AL FRLS XLPE |
| 311 | 4C X 16 Sqmm Cu conductor XLPE Insulated Armoured Power Cable of 1100V Grade |
| 312 | 3C x 6 sqmm CU FRLS XLPE |
| 313 | 3C x 16 sqmm CU FRLS XLPE |
| 314 | 4C X 6 Sqmm Cu conductor XLPE Insulated Armoured Power Cable of 1100V Grade |
| 315 | 3C X 2.5 Sqmm Cu conductor XLPE Insulated Armoured Power Cable of 1100V Grade |
| 316 | 2.5 sqmm CU Wire |
| 317 | 4.0 sqmm CU Wire |
| 318 | 6.0 sqmm CU Wire |
| 319 | Supply, installation Cable Route Marker complete in all respects. |
| 320 | Relocating of Existing High Mast Dismetaling of existing high mast, Shifting of high mast at new location and installation of high mast at new location along with all required material, Civil work, Eletrical work etc.for installation of high mast at new location and As per instruction of EIC. Work shall be completed in all respect. |
| 321 | SCHEDULE OF RATES (SOR):SECTION-F [INSTRUMENTATION WORKS] |
| 322 | Supply, Calibration and Installation of instrumentation items listed below: (For details, refer instrumentation specifications) |
| 323 | Pressure Gauge of different Range and rating as per site requirement Engineering , 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. |
| 324 | Temperature Gauge - skin type, direct mount as per site requirement Engineering , 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. |
| 325 | Valve Junction Bob - Gas Over Oil Actauted Valve (GOOV) of different size and rating as per site requirement Installation ofvalve 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. |
| 326 | Mini Remote Terminal Unit (RTU) Design, Engineering,Power consumption, Supply, configuration, testing, installation, erection and commissioning of RTU. |
| 327 | Gas Detection System (GDS) Design, Engineering,Power consumption, 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. |
| 328 | IR type, Flame proof, IP-65, housing material SS316 without display, range 0-100% LEL point hydrocarbon gas detector. |
| 329 | Hooter, electronic multi-tone,IP-65, Ex"d" and epoxy coated aluminium housing material. |
| 330 | Beacon, electronic stroboscopic type,IP-65, Ex"d" and epoxy coated aluminium housing material. |
| 331 | Manual Call Point (MCP), electronic, 24 VDC power, IP-65, Ex"d" and GRP/aluminium housing material |
| 332 | Junction box |
| 333 | Cables, Cables Trays and Junction boxes Supply, laying, installation, erection of signals cable from pressure transmitters, temperature transmitter to junction boxes, junction boxes to local control panel (LCP) and LCP panel to RTU including glanding, termination, ferruling, dressing etc. at both ends. Laying of cable from remote operated valve junction box to local control panel (LCP) and LCP panel to RTU including 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 boxes Preparation 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. |
| 334 | 1P X 1 .5 Sq. mm Over all Screened |
| 335 | 1 P x 2.5 Sq. mm Over all Screened |
| 336 | 2 P x 2.5 Sq. mm Over all Screened |
| 337 | 6 P x 1.5Sq. mm Over all Screened NIS cable |
| 338 | 12 P x 1.5 Sq. mm Over all Screened NIS cable |
| 339 | 1 T x 1.5Sq. mm Over all Screened NIS cable |
| 340 | 8 T x 1.5 Sq. mm Over all Screened |
| 341 | 4 P x 2.5 Sq. mm (For power supply) |
| 342 | 3C X 2 .5 Sq. mm Power cable |
| 343 | Serial communication cable, Modbus RS - 485, PVC Sheathed, 4 pair |
| 344 | Junction Box "Flameproof Junction box as per specification with Plug and suitable forcable entries of single pair and multi pair cable as per the Instrument cable schedule |
| 345 | Cable Trays (60 mm wide x 30 mm height) |
| 346 | Cable Trays (100 mm wide x 30 mm height) |
| 347 | Cable Trays (300 mm wide x 30 mm height) |
| 348 | Multi cable Transit (MCT) block with stay plate and module as per the approved datasheet |
| 349 | Canopy |
| 350 | Metering skid with PRS Testing & Commissioning assistance (For instrumentation part ) Testing & Commissioning oftelemetry 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). |
| 351 | Pressure Reduction System (PRS) Testing & Commissioning assistance (For instrumentation part ) Testing & Commissioning oftelemetry 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). |
| 352 | FIRE SUPPRESION CLEAN AGENT SYSTEM |
| 353 | Design, Engineering, Supply, Installation, Commissioning and interfacing with Fire Detection System of Clean Agent Fire Supression System in Control Building of Receiving Terminal at IGL-Rohini.All necessary piping fabrication works, accessories etc.And Clean agent system shall be interfaced with RTU/SCADA. Supplier shall be considered all Hardware/Software related to interface, to complete to the work in all respect. |
| 354 | FIRE DETECTION AND ALARM SYSTEM |
| 355 | Supply and configuration of analogue fire alarm control panels (FACP) 6 zone installed inIGL -Rohini terminal complete with battery backup and accessories, interfaces with Clean Agent Suppresion System and inclusive of cabling, installation, testing and commissioning. And also interface with RTU/SCADA, to complete to the work in all respect. |
| 356 | Supply and installation of optical smoke detector complete with wiring and accessories |
| 357 | Supply and installation of hydrogen detector complete with wiring and accessories |
| 358 | Supply and installation of manual call point complete with wiring and accessories |
| 359 | Supply and installation of hooter indoor complete with wiring and accessories |
| 360 | Supply of fire alarm cable - PVC insulated, fire resistant,red/orange colour outer sheath, construction in accordance with IEC 60227 and IEC 60228 - 2C x 1.5 sq.mm |
| 361 | SCHEDULE OF RATES (SOR):SECTION-G [TELECOM WORKS] |
| 362 | 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 |
| 363 | Supply,of 24 Fibre Composite armoured Optical Fibre Cable drum (6 fibre G-655 & 18 fibre G-652)and 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 |
| 364 | Supply of jointing closure 24 Fiber, 2 way including all accessories (3M, Siemens, Raychem make only) |
| 365 | Supply of 40mm ID permanently lubricated HDPE telecom duct as per technical specifications including manufacturing, factory testing, inspection, packaging, forwardingtransportation, insurance, receipt and storage at site and 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. |
| 366 | Telecommunication Site Work |
| 367 | Supply and laying of GI Pipe (4") at crossings for protection of OFC / HDPE duct |
| 368 | Splicing, Jointing of Optical Fiber Cable (Including Supply and Installation of jointing pits including sand, etc. & joint markers) |
| 369 | Supply of FTC with pig tails other accessories for termination of OFC - 24 Fibre in the Telecom Room |
| 370 | 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. |
| 371 | Ethernet Switch Engineering , Design with wake frequency calculation, Supply , Installation, Calibration,Testing &Commissioningand instruction of EIC. Work to be completed in all respects. |
| 372 | Optical Switch Engineering , Design with wake frequency calculation, Supply , Installation, Calibration,Testing &Commissioningand instruction of EIC. Work to be completed in all respects. |
| 373 | 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. |
| 374 | Total amount excluding GST for Part-A |
| 375 | GST (CGST&SGST/UTGST or IGST) in percentage (%) on Net Total Amount |
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