Tender For Gas Connectivity Works For Industrial And Commercial Consumer At Varanasi Ga For Cgd Project
Tender Value
4.01 Crore
Estimated cost
Bid Submission
14 Sep 2026
1 days left
EMD
2.73 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Varanasi → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Gas Connectivity Works For Industrial And Commercial Consumer At Varanasi Ga For Cgd Project
BOQ
| Sl. No. | Item Description |
| 1 | GST rate/ amount, SAC & Total amount incl. GST |
| 2 | PE PIPELINE |
| 3 | Pipe Laying in any type of surface like unprepared surface (Katcha surface)/ Normal Surface/ Hard surface/Rock surface etc using open cut/ Moling (without Casing)/ Moling (with Casing)/Directional Drilling technique ( without casing pipe) methodology. |
| 4 | -Receipt, Loading, unloading, storing, reloading, tranportation, unloading, stringing and laying of PE100, SDR11 line pipes of all sizes including, proper stacking, identification,and supply of accessories of all sizes & thickness like PE Bends, Couplers, Endcaps, Tee, Reducer, CS / GI to PE Fittings (i.e. Transition Fittings of sizes 20 mm to 125 mm), Warning Mat etc.Handling, Stringing / uncoiling, aligning of the PE line pipe on the pipeline Right-of-Use / route, laying / installation of PE line pipe alongwith required accessories as mentioned above as per specification wherever required depending on site condition including execution of all works; Storage of material in contractor's store, fabrication, access for construction procurement and supply of all materials, consumables, equipments, labour and other inputs.In the case of free issue items, the scope also includes, receiving and loading from Owner's designated store, transportation, unloading and stacking of free issue items at Contractor's store.-Laying of all PE pipe (PE 100 SDR11),-Survey of under ground utilities, execution of the work as per specification, including excavation of pits moling with the hole size not exceeding 20% of the pipe dia, jointing and insertion of carrier pipe with casing, testing & commissioning and restoration of the pits to original condition, submission of As-Built Graph as per specifications and the instruction of Engineer-in-charge. |
| 5 | Carrying out all temporary, ancillary, auxiliary works required to make the PE pipeline ready for commissioning as per drawings. |
| 6 | Specifications, scope of work indicated in PJS and other provisions of Contract document and instructions of Engineer-in-charge, including but not limited to carrying out the following works: |
| 7 | Surveying of route and detours required at the time of execution, preparation of construction drawings showing survey details and submit same to Owner for review / approval. |
| 8 | Carrying out preliminary activities such as preparation of isometrics, HDD crossing design and drawing, route survey, and other required tasks for crossings, wherever necessary. |
| 9 | Preparation and getting approval of schedules, execution procedures, drawings/ sketches/ wherever required, making trial pits to determine the underground utilities/ services etc., restoration of the abandoned trial pits to original condition. |
| 10 | Stacking and installation of construction markers, clearing, fencing, grubbing, cutting of trees, full filling all the requirements of various statutory/ environment authorities to the entire satisfaction of concerned authorities, grading of work area. |
| 11 | Barricading the work area as per local authorities norms & to the satisfaction of Owner/ Eingineer -in- charge, installation of safety signs. |
| 12 | Barricading the pipeline construction area prior to execution of the works as per standard drawing enclosed with tender document and to the entire satisfaction of owner / engineer- in -charge. |
| 13 | Laying using open trench without casing includes survey of under ground utilities (through trial pits), execution of work as per specification including Trenching to all depths by excavation in all types of soils including soft/ rocky strata and different type of pavement / footpath / roads etc. including rock breaking, chiselling or otherwise cutting 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 as per the relevant standard/ specification etc. [The minimum depth of the top of pipeline shall be 1.0 m measured from top of pipeline to the top of undisturbed surface of the soil or as per Specification/ OISD- 226 & PNGRB latest guidelines whichever is higher]. Dewatering of trenches / pits if required as per site condition. Repairing of all damaged utilities if any, and payment of any compensation (if claimed by owner / other utility agencies) |
| 14 | Uncoiling / stringing & aligning of PE pipes, clamping, jointing of the pipe ends / fittings / valves by qualified personnel using approved electro-fusion techniques as per specification.Note:- Coordinates to be taken for implementation for GIS for Valve pit ,Fusion welding location and MRS. |
| 15 | Installation / lowering the pipeline in trench to required depth as per PJS, Technical Specification & drawings, supply & placement of HDPE Yellow colour warning mat (refer PJS ) over the pipeline along the complete route as per standard drawings, data sheets & technical specifications, padding around pipeline including supply of suitable padding material duly approved by EIC, backfilling to its original condition with excavated earth / borrowed select soil/sand duly approved by EIC & its compaction & crowning. At certain specific area of ROU, trench shall be backfilled & compacted and shall be made ready for motorable. All tiles / slabs / curb stones etc removed during excavation shall be placed properly and no seperate payment shall be admissible against this activity. Restoration shall be carried as per separate SOR item mentioned elsewhere in the SOR or to be done by Owner / concerned authorities. |
| 16 | The scope of work against this item also include Electro-fusion jointing of valves, fittings wherever required and as directed by Engineer-in-charge. |
| 17 | The scope of work against laying of 20/32 mm pipe also includes works like making of PCC pedastal of grade (1:2:4) and size ( (300mm(L)X200mm(W) XHeight (H)),(H>=300mm & will be as per site condition) ), supply and installation of GI Sleeve (Heavy (C-Class) as per IS-1239), filling of sand and installation of TF (along with supply). |
| 18 | Pneumatic testing, purging with nitrogen and commissioning as per specification and approved procedures providing all tools and tackles, nitrogen, instruments, manpower and other related accessories and as per the instructions of the Engineer-in-charge. |
| 19 | Final clean-up of right-of-use or area disturbed by contractor during their construction activities for laying of pipeline works and disposal of debris and surplus material to designated disposal areas and backfilling of trench and compaction of the same as per satisfaction of Owner and / or as directed by Engineer–in–charge. |
| 20 | Maintaining the completed pipelines and installation for any defect or failures during defect liability period (i.e. 12 months from date of completion of work) . |
| 21 | Handing over the completed works to Owner for their operation/ use, reconciliation of material area wise and obtaining \\"no objection certificate\\" from Owner/ Consultant. |
| 22 | Preparation and submission of Daily progress report, Laying Graphs / PE line cards on daily basis. |
| 23 | On completion of gas charging of pipelines. Preparation and submission of As-built drawings, crossings details, termination, utility graphs and deviation statements. |
| 24 | In case, the minimum required depth is not possible due to site condition, necessary mitigation measures with minimum permissible top cover shall be carried out by the contractor in consultation with EIC as per PNGRB Guidelines, without any time and cost implecation to owner. |
| 25 | Submission of all documents required for contract closure in numbers as mentioned in contract. |
| 26 | Any other activities not mentioned / covered explicitly above, but otherwise required for satisfactory completion / operation / safety / statutory / maintenance of the works shall also be covered under the scope of work and has to be completed by the Contractor within specified schedule at no extra cost to Owner. All the work shall be executed in accordance with the provision of contract |
| 27 | 20mm/32mm Online tapping of length less than 4 Mtr. from existing charged Line (either Saddle/Tee ,upto 1.5 mtr depth) |
| 28 | 20mm/32mm Online tapping of length less than 4 Mtr. from existing charged Line (either Saddle/Tee ,above 1.5 mtr depth) |
| 29 | 63mm Online tapping of length less than 4 Mtr. From existing charged line (either Saddle/Tee ,upto 1.5 mtr depth) |
| 30 | 63mm Online tapping of length less than 4 Mtr. From existing charged line (either Saddle/Tee ,above 1.5 mtr depth) |
| 31 | Note: In case quantity increases beyond 4 meter (against SOR item no A00101A/A00101B/A00102) payment towards additional length beyond 4 Mtr shall be paid under related execution methodology as per SOR item no. A00103 to A00110) |
| 32 | Pipeline Laying through Open Cut (Without casing) in any type of surface like unprepared surface (Katcha surface)/ Normal Surface/Hard Surface/Pebbles/Cobbles/Boulders/Structures etc (excluding Rocky strata) |
| 33 | 20/32 mm PE 100 pipe |
| 34 | 63 mm PE 100 pipe |
| 35 | 90 mm PE 100 pipe |
| 36 | 125 mm PE 100 pipe |
| 37 | Pipeline Laying Through Moiling(without casing) in any type of surface like unprepared surface (Kacha surface)/Normal/Hard Surface/Pebbles/Cobbles/Boulders/Structures etc (excludins Rocky strata) |
| 38 | 20 mm PE 100 pipe |
| 39 | 32 mm PE 100 pipe |
| 40 | Pipeline Laying Through -HDD (without casing) in any type of surface like unprepared surface (Katcha surface)/Normal Surface/Hard Surface/Pebbtes/Cobbles/Boulders/Structures/excluding Rocky strata) |
| 41 | 32 mm PE 100 pipe |
| 42 | 63 mm PE 100 pipe |
| 43 | 90 mm PE 100 pipe |
| 44 | 125 mm PE 100 pipe |
| 45 | NOTE: |
| 46 | i) The lengths of pipelines are tentative. ( PE pipes are free issue materials to contractor) |
| 47 | ii) For restoration of asphalt / concrete roads, the item for construction of asphalt top / concrete top / Tiles/Stone slab/Paver Blocks/Curb Stones shall be paid separately as per the rates quoted for the same elsewhere in the SOR. |
| 48 | iii) Payment for items above under pipeline laying in all type of rocky slrata shall be made only whereever hard rock is existing and supply and installation of padding materals(i.e. rand/soft soil) shall be done as per the direction of EIC.Bidders la quote accordingly.(iv) In case of Online tapping by 20/32mm or 63mm from existing charged line for lenght more than 4 Meter, payment shall be made against SOR for running lenght of same diameter and as per actual laying method |
| 49 | Installation of GI Service Pipe (For Commercial Connection and Installaton of Service Regulator) |
| 50 | Supply, loading, storing, unloading and laying of GI pipes, including supply of GI fittings/accessories of all sizes & thickness like Elbows, Tees, unions, sockets, reducers, GI plugs, sleeves etc., installation of GI line (alongwith installation of required accessories as mentioned above) of following sizes, including fabrication with supply of all materials, consumables, labour and other incidental works. Carrying out all temporary, ancillary, auxiliary works required to make the GI line ready for commissioning as per drawings specifications. Note: GI pipe of size 1\\"/0.75\\"/0.5\\" is free issue Materials. |
| 51 | Finalisation of optimum route with consent of customer, from transition fitting to cooking oven/ appliance. |
| 52 | Making temporay but stable platforms/ scaffolding/ rope ladders and all other safety devices. |
| 53 | Installation of GI Pipes, Fittings, Valves, warning plate including NPT threading, painting as specified (installation of meters & regulators forms a separate SOR item). |
| 54 | Drillings of holes through walls (Brick, RCC), Granite, Marble, Glass Cutting with proper heavy duty hammer drill machine tools and tackeles, using proper sealent /grout materialed colors to match the original replacement of damages during drillling, restoring the area to original condition. |
| 55 | Supply & Fixing of approved clamps, Tie-roads (as per the direction of EIC based on site conditions), Dowell Plugs with screws, grout material, suitable thread sealant i.e. Teflon Tape/ lock tight, drilling of holes through tiles/ wood/ marble/ Granite etc. jointing of PE to above Ground service GI pipes, testing, purging with Nitrogen and commissioning of the complete installation as per specification. |
| 56 | Painting of entire length of pipe along with fittings after proper surface finish by one coat of approved primer paint and two coats of approved synthetic enamel paint complete as per specification & direction of EIC. Restoring the wall surface to origin |
| 57 | All above activities to be carried out as per specification to the complete satisfaction of consumer & as desired by Engineer-in-charge. |
| 58 | Handing over the completed works to Client for operation/ use, reconciliation of material area wise. |
| 59 | Any other activity not mentioned/ covered, explicitly above, but otherwise required for satisfactory completion/ safety/ statutory/ maintenance of works shall also be covered under scope of work and has to be completed by contractor within specified schedule time.Required fitting , clamps,accesories etc. to complete the work upto the regulator in contractor scope. |
| 60 | 1\\" GI Pipe :commercial and service regulator connections (FIM) |
| 61 | 3/4\\"GI Pipe: commercial and service regulator connections (FIM) |
| 62 | 1/2\\" GI Pipe :commercial and service regulator connections (FIM) |
| 63 | Restoration |
| 64 | Restoration of the roads, pavements, channels, footpaths, tiles, stones etc. to original condition including supply of the approved quality material required, as per local authorities norms, obtaining NOC from concerned local authorities / land owners / third party inspection agencies (if any) designated by owner and to the satisfaction of Engineer-in-charge. |
| 65 | AsphaltingRestoration of bitumen Asphalt road after laying of pipe line as per the specifications and instruction of Engineer-In-Charge. Restoration of roads shall be done as per requirement of RMC/MCD/PWD/LOCAL ASSOCIATIONS & BODIES, BUILDER, RWA and to get NOC from the concerned authorities. Restoration of the asphalt road cut portion for pipeline trench width shall be carried out by filling the bottom layer with good earth/Soil filling followed by 225mm thk. GSB & 250mm thk. WMM with top bituminous layers comprising of 50mm thk. DBM & 40mm thk. BC matching with the existing road top level. This item also includes disposal of surplus soil /debris with all lift & leads, cutting of Top layer of asphalt road by mechanized saw/cutters for maintaining straight line. |
| 66 | Breaking/Cutting of Cement Concrete-Making provision for PE Pipe laying as per site requirement and as per instruction of EIC |
| 67 | Cement Concrete restoration as per scope of work (Excluding Breaking/Cutting) |
| 68 | Breaking/Cutting of RCC Core-Making provision for PE Pipe laying as per site requirement and as per instruction of EIC |
| 69 | RCC restoration as per scope of work (incIuding Breaking/Cutting) |
| 70 | Tiles/Stone slab/Paver Blocks/Curb Stones |
| 71 | Brick Soling / Channels, etc. |
| 72 | Installation of valve in pit including supply of valves |
| 73 | Installation of valve(Normal stem) in pit including supply of valves |
| 74 | Supply of isolation valves (as per data sheet) and instlation of valves in the valve pits as per typical drawing and specification enclosed and instructions of Engineer-in-charge Payment of valve pit shall be paid separately as per SOR |
| 75 | PE Valve 32 mm dia |
| 76 | PE Valve 63 mm dia |
| 77 | PE Valve 90 mm dia |
| 78 | PE Valve 125mm dia |
| 79 | Construction of Valve Pits as per the enclosed tender drawing and specification. The item includes supply of all the material including Pre-cast RCC cover, shuttering, reinforcement, labour, curing etc as per the drgs, specification and instruction of EIC. |
| 80 | Valve Pit Chamber (RCC)Constructing valve pit chamber in RCC of grade M-25 over 75 mm thick levelling course in 1:4:8 mix including 16 mm thick plastering with cement mortar 1:3 (1 cement : 3 coarse sand) and PCC pedestal for Valve support (if required) complete as per specification, drawings and direction of EIC. Valve Pit Chamber shall be covered with 150 mm thick RCC top slab of M-25 grade with manhole cover (medium duty) along with frame as per IS 1726. Rate to include cost of all labour, tools, tackles. equipment, hire charges, supp(y of all mateñals such as minimum 45 grade cement, reinforcemen1. CI manhole cover, PVC coated rungs, inserts including excavation and backfilling. masonry works, plasteñng, etc. with all bye works and sundry works. |
| 81 | Type-I having Internal size of Minimum 1500 x 1000mm |
| 82 | Type-I having Internal size of Minimum 1000 x 1000mm |
| 83 | Note: The tender drawing enclosed is only for reference purpose and contractor shall be required to prepare drawings (in line with reference tender drawing) for specific sizes of Valve pits and the same shall be approved by EIC. |
| 84 | Fabrication & Installation of Markers |
| 85 | RCC Route Markers Supply, fabrication and installation of RCC route markers as per the attached drawing in technical volume, along the route including all associated civil works such as excavation and construction in all types of soils, construction and pedestals and grouting with concrete. |
| 86 | Pole Markers with Foundation Supply, fabrication and installation of plate markers as per the attached drawings in technical volume including all associated civil works such as excavation and construction in all types of soils, construction and pedestals and grouting with concrete, cleaning, stencil le |
| 87 | Warning Plate Markers Supply, fabrication and installation of plate markers, including application of approved color and quality of primer and paint, stencil letter cutting of lettering, numbers, direction, etc. as per the attached drawing in technical volume to be installed near regulator. |
| 88 | Excavation of Hard rock/surface |
| 89 | Excavation of trench or pits, wherever hard rock presence is exceeding 1.5 m in any direction of the trench and excavation of trench or pits in Malba/Multiple layers of asphalt/ brick / PCC/RCC etc and removable only by pneumatic chisel / drill as per the specifications and direction of EIC. The rates are payable over and above the Laying rates as per relevant SOR Item Code A00100. |
| 90 | Cutting of PCC/RCC surface with thickness more than 12\\" or Continuous asphalt multi-layer/ Malba/ Brick / Boulders more than 24\\".(Malba shall be considered as a strata where soil is in mixed form of debris/building rubbish or discarded pieces of bricks/stones ) |
| 91 | Rock Cutting encountered while excavation of trenches for SOR Item Code A00100., not exceeding 1.5 meter in width, and lift upto 1.5 meter, including getting out the excavated soil and disposal of excavated soil as directed within a lead of 50 meter. In case of rocky soil, the bedding shall be done with approved/ good quality packing sand, subject to the approval of the EIC, the size distribution of the sand / shall be the same as per soil. The packing sand shall be placed to a minimum thickness of 150mm around the pipe in case of rocky terrain. |
| 92 | MRS / Metering Skid/Wall Mounted MRS -GAIL Supplied Units |
| 93 | Installation of Pre - Fabricated MRS / Metering Skid/Wall Mounted MRS |
| 94 | Receiving, handling, loading, transportation, unloading, installation,grouting, fixing and painting of pre- fabicated FIM MRS/Metering Skid/Wall-Mounted MRS from the Owner's designated stockyards to the site or agency/ Contractor’s designated fabrication yard. The scope includes installation on the foundation/designated location (including the supply of all structural items) and hookup with PE pipes, along with all necessary works to complete the job as per the drawings, specifications, and the scope of work mentioned in the tender document. Additionally, the scope covers various associated works required for commissioning the MRS/Metering Skid/Wall-Mounted MRS.Note:1) The amount towards civil work shall be payable as per the related SOR items. However, the contractor's scope includes grouting of pockets, anchoring/bolting (including mechanical anchor fasteners), fixing, etc., complete in all respects.2) Rate to include cost of all labour, tools, tackles, equipment, hire charges.3) Bolts, nuts, washer, U-clamps, gaskets etc. if required during installation shall be procured and supplied by the Contractor within the rate quoted. These items shall not be separately measured and paid.4) Carbon steel piping work includes welding,fabrication, testing,NDT etc. and payment for the CS piping & other work will be paid in separate SOR item.5) Payment for supply & installation of transition fittings and other PE fittings will be paid in separarte SOR.6) Rate includes all fabricated spool piece, supports , accessories etc. assembling , installation, erection, testing, painting and pre-commissioning/ commissioning . |
| 95 | MRS / Metering Skid (capacity upto 12 Ton) |
| 96 | Wall Mounted MRS at customer premises |
| 97 | Note: i) The quantities mentioned are indicative only.ii) For all the supply items mentioned above, procurement shall be made as per specification & preferred vendor list in tender and after due approval of engineer- in - charge.iiI) The items mentioned above, which are separately paid under a separate SOR, will be paid for individually as per the payment terms. |
| 98 | Supply and Installation of Transition Fittings with all required necessary fittings for Commercial/Industrial connections |
| 99 | 4\\" TF |
| 100 | 2\\" TF |
| 101 | 1\\" TF |
| 102 | 3/4\\" TF |
| 103 | Construction of RCC structure for protection of service line for drain/nallah Crossings |
| 104 | Construction of Non suspended slabs/pavement slabs including pedestal/ramp etc.using reinforced cement concrete of M-25 grade (Concrete shall be design mix/nominal mix with 20 mm & down size graded crushed stone aggregates) to protect the PE pipe laid. All necessary form work, finishing the top surface rough/smooth as required in any position, shape, level and thickness etc. shall be as specified and directed by EIC. The rates shall include grouting of pockets, supply of all material, tools, reinforcement steel etc. |
| 105 | CIVIL WORKS |
| 106 | Earth Work |
| 107 | EARTH WORK IN EXCAVATION/ SITE GRADING AND BACKFILLING |
| 108 | a) Earthwork in excavation in all kinds of soil including soft rock upto 3.0 M depth (excluding rock requiring excavation by mechanical means) and including all lifts, in both wet and dry conditions, dewatering of surface and subsurface water, shoring, planking and strutting (if required) including backfilling with approved earth and compacting in layers of 15 cm within any lead as directed with watering, ramming and compacting thoroughly each laye,r disposal/stacking of surplus excavated soil and unserviceable earth etc. within any lead and as per technical specifications and direction of the engineer in charge. |
| 109 | b) Same as above for more than 3.0 M depth. |
| 110 | C) Earth work (in all types of Rocks) in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 500 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed |
| 111 | Notes: |
| 112 | 1. The Contractor rate shall includes the provision for excess excavation required for necessary working space, cutting in slopes etc., which may be required for excavation and other allied works and refilling the side slopes and working space in layers as per requiremet. |
| 113 | 2.Rate to include cost of all labour, tools, tackles, equipment, hire charges, shoring, bailing and pumping out water etc. with all bye works and sundry works complete in all respects. |
| 114 | 3. To be read in conjunction with relevent clause of PJS |
| 115 | (The measurement for payment shall be for the theoretical excavation volume only as per drawing i.e. for the volume of the block of the excavation having the depth and maximum bottom dimensions as per drawing after deducting corresponding quantity of hard rock if any paid separately under respective items. The contractor shall take into account in his rate the provision for any excess excavation for necessary working space, steps, sloping etc required for excavation safety and other allied works and refilling the side slopes/working space etc.). |
| 116 | EARTH WORK IN FILLING |
| 117 | a) Earth work in filling with good quality borrowed earth (from approved source) in the layers of 150 mm and compacted up to 90% (Proctor Compaction Test) to its Maximum Dry Density (Optimum Moisture Content by means of roller of different kinds depending on the soil characteristics) up to 3 m depth and any plan dimension including all testing, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing / filling up ground depressions etc. complete in all respect as per scope of work, detailed construction drawings, as per technical specifications and directions of the Engineer-in-charge. |
| 118 | b) Same as above for more than 3.0 M depth. |
| 119 | Notes: |
| 120 | 1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, cost of borrow earth by way of royalties, right of way, cess, and backfilling using serviceable earth in all conditions, etc. |
| 121 | 2. To be read in conjunction with relevent clause of PJS |
| 122 | SAND FILLING |
| 123 | Supplying and filling Sand in 150 mm thick layers watering, rolling, ramming, consolidating and dressing the surface including cost of sand (zone-II/Zone-III sand only) complete in all respect as per scope of work, detailed construction drawings as per technical specifications and directions of the Engineer-in-charge. |
| 124 | Note: |
| 125 | 1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, all leads, transportation, loading/unloading, levies towards disposal of surplus/unserviceable earth, borrow earth including compaction and making required slopes and berms, working space etc. with all bye works and sundry works. |
| 126 | 2. Only plan dimensions as per drawing and true levels & net volume after compaction are measurable for payment purpose. |
| 127 | 3. To be read in conjunction with relevent clause of PJS. |
| 128 | (Rate to include cost of all labour, tools, tackles, equipment, hire chanrges, cost of borrow earth by way of royalties, right of way, cess etc., as applicable with all bye works and sundry works). |
| 129 | PLAIN CEMENT CONCRETE |
| 130 | Providing, laying in position, construction and handing over of PCC in all types of concrete works including levelling courses below foundations, mass concrete works, chambers, cable trench, under floors and any other locations (which are not covered as part of respective items of SOR) , at all levels and locations etc complete in all respects as per scope of work, detailed construction drawings, technical specifications and direction of Engineer-in-charge. |
| 131 | a) PCC M-15 (1:2:4) [ 1 Cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size] |
| 132 | b) PCC M-10 (1:3:6) [1 Cement : 3 coarse sand : 6 stone aggregate 40 mm nominal size] |
| 133 | c) PCC M-5 (1:4:8) [1 Cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size] |
| 134 | Note: |
| 135 | 1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement, coarse sand and coarse aggregates, other minor construction materials, shuttering, staging, shoring/strutting, finishing, etc. with all bye works and sundry works. |
| 136 | 2. To be read in conjunction with relevent clause of PJS. |
| 137 | Reinforced Cement Concrete |
| 138 | Providing and laying RCC (reinforced cement concrete) of grade M-25 with 20 mm and down grade crushed stone aggregate in all types of structures like slab,columns, beams, pedestals, pipe supports, shuttering, supplying etc. at all heights and levels complete as per drawings , specifications and directions of the Engineer-in-charge. |
| 139 | 1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade OPC cement including sulphate resistant cement for sub-structures if required,excavation, other minor construction materials, shuttering , staging, testing of concrete, curing etc. except reinforcement steel with all bye works and sundry works complete). |
| 140 | REINFORCEMENT STEEL |
| 141 | Supplying and Fabricating and Fixing in position HYSD Steel Reinforcements/ TMT Grade Fe-415/500 conforming to IS1786-1985 at all levels and positions including the Cost of transport, Straightening, Cutting, Bending, Cranking, Binding, Welding, Provision of necessary Chairs and Spacers, Preparation of bar bending schedule and getting the same approved by EIC etc., complete as per Drawings and Specifications and including Cost of binding wire, Labour etc., all complete in all respects as per scope of work, detailed construction drawings, technical specifications and direction of Engineer-in-charge. The chairs and spacer bars provided will not be Measured for payment. |
| 142 | Note: |
| 143 | 1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as reinforcement steel,binding wire etc. with all bye works and sundry works complete. |
| 144 | 2. Chairs, laps, spacers, wastage etc. shall be to contractor's account. |
| 145 | 3. To be read in conjunction with relevent clause of PJS. |
| 146 | Concrete Pavement |
| 147 | Providing and laying reinforced cement concrete of (M-25 grade) with 20mm and down grade crushed stone aggregate in pavement, including preparation of base (i.e. compacted subgrade, 200 thk sand and 50 thk PCC M-10 grade), leaving pockets if necessary, making recess, projections, fixing inserts conduit pipes (GI, PVC, HDPE, etc.) laying in alternate panels, filling the gaps between the panels with bitumen etc., making slopes, finishing edges, leaving bars for pedestals & sleepers including providing sand fill isolation , shuttering, providing and fixing reinforcing steel, curing, chipping and modification works etc. as specified in any shape, thickness, position and finishing the top surface smooth as per requirement etc. all complete as per drawings, specifications and directions of the Engineer-in-charge. |
| 148 | 150mm thick (Type-I) |
| 149 | Brick Work |
| 150 | Providing brick work with brick class designation M-7.5 of IS:1077 in cm1:4 (1 cement : 4 sand) in steps, walls, retaining walls and load bearing structures drains, or any shape with all lead, depths & height including curring, scaffolding, etc., as per specifications and drawings with all bye-works and direction of the Enfineer-in-charge. |
| 151 | (Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement, bricks, finishes, bitumen, other minor constrcution materials, shuttering, staging, masonry work, plastering, painting etc. with all bye-works and sundry works). |
| 152 | Note: The quantites of individual item can varied as per site requirement.The payment will be made as per actual certified measurement at site. |
| 153 | Structural Works |
| 154 | Supplying, fabricating & fixing steel structural cage fabricated from Angle conforming to IS:808 & fixing of GI weldmesh made from 3mm GI wire @ 40 mm bothways to structural steel frame by means of welding/bolting, including applying two coats of approved quality of synthetic enamel paint over a priming coat of in approved shade including supply of all raw materials, bolts, electrodes, transportation, including Hilti arrangement ,locking arrangement for fixing of posts etc complete as per enclosed drawing, technical specifications, scope of works and directions of the Engineer-In-Charge.Note:- Material shall be supplied and fabricated as per site condition and Contractor have to take quantity approval from EIC/OWNER prior to commencement of work and order placement. |
| 155 | Supply, fabrication, painting, transportation to the site location, and installation of any kind of steel structure other than those mentioned in SOR item G00101, such as crash guards for the protection of wall-mounted cages for industrial/commercial PNG meter-regulator systems, gates, fencing, and base frames of canopies for MRS (in the case of ground frame-mounted systems), etc., as per the detailed scope of work and drawings.This includes the complete work, including priming and painting of the structure. The rates shall include one coat of primer and two coats of synthetic enamel paint, labor, materials, transportation to the site location, loading/unloading of materials, welding charges, etc., complete in all respects. |
| 156 | Installation of Commercial/Industrial Metres and Regulators ( Under contractor fabricated line/skid ) |
| 157 | Installation of Commercial /Industrial Meters of Various Sized (RPD/Diaphragm) - Installation & Fixing of regulator with associated inlet and outlet with all required fittings. |
| 158 | Shifting , transportation, Installation , Pre-commissioning /Commissioning of Commercial Metres (like RPD & Diaphgram etc.) of various sizes and capacities Excluding conversion of burners. The scope of work includes supply of all items required (Only Meters and Regulators shall be provided as free issue) and all associated works. |
| 159 | Installation of Commercial /Industrial Regulator - Installation & Fixing of regulator with associated inlet and outlet with all required fittings. |
| 160 | Shifting , transportation, Installation , Pre-commissioning /Commissioning of Commercial/Industrial Regulators of various size and capacity ranging from 0.3 Bar to 3.5 Bar Excluding conversion of burners. The scope of work includes supply of all items required (Only Meters and Regulators shall be provided as free issue) and all associated works. |
| 161 | Isolation Ball Valve And Appliance Valve ( Other than brass valve) |
| 162 | Supply and installation of Isolation & Appliance Ball Valves with necessary fittings as per Technical Specification and as directed by EIC |
| 163 | Isolation Ball Valve 1/2 \\" max. 6 bar (g) |
| 164 | Isolation Ball Valve 3/4 \\" max. 6 bar (g) |
| 165 | Isolation Ball Valve 1 \\" max. 6 bar (g) |
| 166 | Isolation Ball Valve 1.5 \\" max. 6 bar (g) |
| 167 | Isolation Ball Valve 2 \\" max. 6 bar (g) |
| 168 | NOTE: (i) Carbon Steel/GI piping work includes welding, fabrication, testing, NDT etc. and payment for the CS/GI piping & other work will be paid in diiferent SOR items.(ii)Work shall be carried out strictly as per approved Schematic drawing of Metering Skids of various types i.e. RPD/Diaphragm Meters of different inlet and outlet sizes and as per instruction and direction of EIC. |
| 169 | Conversion of Commercial /Industrial Appliances: |
| 170 | Conversionsof all typesof commercial appliances to NG based appliances. Supply & changing of the nozzles /jetsand associated controls for Non-domestic appliances (imported appliances included) with proper tools and tackles.Cleaningand performingminormaintenance,greasingetc.of theappliance.Testing and showing the performance to the customer,signing of joint meter records(JMR)and instructing the customer on use & safety norms,complete asper specifications & to satisfaction of owner /Engineer in Chargeand includes supply of reinforced rubber hose with requisite pressure rating. Supply of Appliance valve is also included. |
| 171 | Note: Each conversion unit refers to per burner conversion |
| 172 | Inlet/Outlet piping work for all types of MRS skids and customer-end connection piping, including fabrication of MRS units of all types and capacities. The scope also includes submission of as-built drawings.The work shall comprise supply, erection, welding, installation, and painting of carbon steel (CS) pipes and fittings (of all types), along with the supply and installation of all types of valves (Ball, Check, and Globe) required for piping systems and common headers, including necessary branching for industrial and commercial connections. |
| 173 | In addition to other activities under SOR item no. B00100 and as detailed in specification and as per the instructions and decided by of the OWNER / Consultant. Erection, Fabrication, Welding & Installation for all type of piping and common headers of CS pipes & Fittings, isolation valves for fixing of numerous meters through a single header and includes connecting of common Regulators on headers, NPT threading, NDT of Joints upto 6\\"CS pipe, Drillings of holes through the walls Brick, RCC, Granite, Marble, Wood Cutting, Glass Cutting with proper heavy duty hammer drill machine, tools & tackles, using proper sealant/grout material and colors to match the original replacement of the damages during drilling, restoring the area to the original condition, Painting of entire length of pipe along with fittings after proper surface finish by one coat of Painting of entire system (including aboveground all pipes fittings, flanges and accessories) as per tender specification suitable for corrosive area environment including supply of approved paints and primers, application of primer and paints. Restoring the wall surface to original conditions, Supply & fixing of approved MS angle clamps, Ceiling clamps & dowel plugs with screws, supply and insertion of insulation material i.e. PVC, PTFE sheet between pipe/ meter support and pipe/ meter, grout material, suitable thread sealant i.e. Teflon Tape / lock tight, Supply of different sizes upto 6\\" spiral wound gasket, studs & bolts (various sizes with wire sealing arrangement wherever required), Joining of transition ftg. to above ground CS pipes, welding of CS pipes from MRS/Metering skid outlet (after outlet valve) to customer/industrial appliane valve as per customer requirement , testing/hydrotesting (hydrotesting of piping sytem for CS pipe of minimum 4 hour), purging and commission of the complete installation. Supply and installation of STANDARD Y TYPE FLANGE END STRAINER between T.F. I.V. to Regulator Inlet. Strainer size may be upto 6\\"corresponding to installed TF size. The payment for supply and installation of Y type strainer is included in MRS installaion/fabrication. Installation of valve (Ball,Globe, plug, check etc...as per requirement) BW/flange ended is included in MRS installaion / fabrication.NOTE: i). scope of work includes supply of clamps, supports for erection of all sizes of piping/ppeline work. ii). Installation of CS flanges upto 6\\" shall be the scope of contractor.iii) Supply, Erection, welding & Installation of CS pipes & all types of associated fittings is in the scope of contractor.iv) If Consumer is ready / agree complete the work after outlet of MRS/Metering skid outlet (after outlet valve) to commercial/industrial appliance valve connection Contractor have to take quantity approval from EIC/OWNER prior to order placement. |
| 174 | Transportation including loading, unloading & handling of all piping items from Owner's (if required) and/ or Contractor's storage point to work site/ workshop as applicable, complete work of fabrication, erection, painting, testing of pipes, flanges and fittings and making ready for further Commissioning / Start-up of carbon steel piping of upto 6\\" 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 & scope of work, drawings, specification and instructions of Engineer-in-charge and as per all provisions of the CONTRACT DOCUMENT. |
| 175 | Fabrication including cutting, edge preparation, inclusive of grinding the edges of pipes, fittings, flanges etc. to match with the matching edges of uneven/different thickness wherever required, welding, attachment of all pipe fittings like elbows, tees, reducers. Supply of nipples, couplings, Meter adopter (if required),caps, plugs, Flange, Reducer / Expender to connect up-stream and down stream pipeing, gasket, stud bolts, nuts, U Clamps etc. as required for completion of job. |
| 176 | Fixing/ Installation of sockolets, flanges, vent and drain point connection etc., including providing stub-in connections, fabricated fittings and reinforcement pads etc., as required. |
| 177 | Erection including prior cleaning, lifting, placing on pipe clamps and supports, overhead on racks (if required), skids and at all elevations including installation and carrying out connected activities for all types of valves including supply and fixing of gaskets, studs/ bolts, nuts wherever required for all sizes, levelling, aligning, joining of flanges, blind flanges, connecting with equipment, nozzles, strainers, tie-in with existing piping/facilities, etc. tapping for inline instruments like pressure gauges, thermowells (if required), sample connection, etc. |
| 178 | Preparation of final bill of material based on piping GADs. |
| 179 | Preparation of isometric and fabrication drawings. |
| 180 | Carrying out 100 % Non-destructive testing |
| 181 | Surface preparation before application of primer by means of sand blasting including supply of approved quality of sand, manpower, machineries, tools & tackles to achieve required roughness as per specification and as per instruction of Engineer-incharge. |
| 182 | Painting of entire system (including aboveground all pipes fittings, flanges and accessories) as per technical specification suitable for corrosive area environment including supply of approved paints and primers, application of primer and paints, indentification lettering/ numbering, colour coding, etc. as specified including rub down & touch up of shop primer or scrapping of shop primer wherever required by EIC/RCM and providing scafolding for all heights etc. |
| 183 | Cleaning and flushing by water/ compressed air, testing of the systems including hydrostatic, pneumatic and any other type of testing as specified, draining, drying by compressed air/other methods approved by EIC/RCM/Owner. |
| 184 | Precommissioning & making operational all piping system and equipments and provide all necessary assistance in term of supply of man-power, equipment, tools and tackles required amount of nitrogen for purging of entire terminal piping system including equipments etc. to the company during commissioning activities. |
| 185 | Clean-up and restoration of site, preparation of as built drawings, documents and project records; transportation of surplus free issue material to Owner's designated plac(s); completing all works in all respects as per the AFC drawing, specifications, standards and other provisions of Contract and instruction of Engineer-in-charge. |
| 186 | Completion of all such work in all respects as per scope of work and as per drawings, specifications and instructions of the EIC/RCM/Owner and keeping the system ready in all respects for further commissioning and start up. |
| 187 | Hook-up works including making provision for hooking up and carrying out shutdown activities at terminals if necessary. |
| 188 | Piping Work of Carbon Steel with erection, transportation, shifting, painting including all fittings, flanges and supply of all required gaskets, studs bolts & nuts etc. |
| 189 | PIPE SIZE- 4\\" NB |
| 190 | PIPE SIZE- 3\\" NB |
| 191 | PIPE SIZE- 2\\" NB |
| 192 | PIPE SIZE- 1.5\\" NB |
| 193 | PIPE SIZE- 1.0\\" NB |
| 194 | PIPE SIZE- 0.75\\" NB |
| 195 | 1) All butt welded fittings end shall generally match with connecting pipe wall thickness. However, in case of misalignment,Contractor shall have to do end preparation without any extra cost.2) As per instruction and direction of EIC if Radiography of joints is required then payment of such RT shall be paid seperately under SOR item for RADIOGRAPHY / NDT mentioned elsewhere in this SOR.3) All fittings, flanges, assorted pipes, gasket, stud-bolt, coupling, nipples etc.of all sizes as required to complete the piping system as per scope of work shall be erected/ installed by contractor but no separate payments shall be made as the same is included under above items rate.4) All piping works shall be carried out as Client/Consultant's piping material specification (PMS).NOTE : If Consumer is ready / agree to complete the work after outlet of MRS/Metering skid outlet (after outlet valve) to Commercial/Industrial Appliance valve connection then Contractor have to take quantity approval from EIC/OWNER prior to order placement. |
| 196 | Piping Work of ERW GI PIPES (CLASS C) AS PER IS1239 PART-1 with erection, transportation, shifting, painting including all fittings, flanges and supply of all required gaskets, studs bolts & nuts etc. |
| 197 | ERW GI PIPES (CLASS C) AS PER IS 1239 PART 1, NB 4\\" NB |
| 198 | ERW GI PIPES (CLASS C) AS PER IS 1239 PART 1, , 3\\" NB |
| 199 | ERW GI PIPES (CLASS C) AS PER IS 1239 PART 1, , 2\\" NB |
| 200 | ERW GI PIPES (CLASS C) AS PER IS 1239 PART 1, , 1.5\\" NB, |
| 201 | ERW GI PIPES (CLASS C) AS PER IS 1239 PART 1, , 1.0\\" NB, |
| 202 | ERW GI PIPES (CLASS C) AS PER IS 1239 PART 1, , 0.75\\" NB, |
| 203 | Supply of assorted pipe, fittings, and flanges, etc. |
| 204 | Complete work of supply of pipes, fittings and flanges including all taxes, duties, transportation and inspection charges but not limited to the following items in accordance with relevant specifications indicated in clause of SCC & scope of work indicated in SCC, drawings, specification and instructions of Engineer-in-charge and as per all provisions of the CONTRACT DOCUMENT. |
| 205 | Handling including lifting, transportation from Contractor Stores to CONTRACTOR's workshop for fabrication and/ or to work sitefor field fabrication and erection for all piping items supplied by Contractor. |
| 206 | Supply of Carbon Steel Pipes |
| 207 | PIPE ASTM A106 4\\" NB,Sch. 40, (Charpy) |
| 208 | PIPE ASTM A106 3\\" NB,Sch. 40, (Charpy) |
| 209 | PIPE ASTM A106 2\\" NB,Sch. 80, (Charpy) |
| 210 | PIPE ASTM A106 1.5\\" NB,Sch. 80 |
| 211 | PIPE ASTM A106 1.0\\" NB,Sch. 80 |
| 212 | PIPE ASTM A106 0.75\\" NB,Sch.160 |
| 213 | Supply of ERW GI Pipe (Class C) as per IS 1239 Part-1 |
| 214 | ERW GI PIPES (CLASS C) AS PER IS 1239 PART 1, NB 4\\" NB |
| 215 | ERW GI PIPES (CLASS C) AS PER IS 1239 PART 1, , 3\\" NB |
| 216 | ERW GI PIPES (CLASS C) AS PER IS 1239 PART 1, , 2\\" NB |
| 217 | ERW GI PIPES (CLASS C) AS PER IS 1239 PART 1, , 1.5\\" NB, |
| 218 | ERW GI PIPES (CLASS C) AS PER IS 1239 PART 1, , 1.0\\" NB, |
| 219 | ERW GI PIPES (CLASS C) AS PER IS 1239 PART 1, , 0.75\\" NB, |
| 220 | Note:a. Supply & Installation of required size of brass fittings etc. in all type of meters (supplied by Client. ) shall be in scope of contractor.b. All type of piping works shall be carried out as per Client/consultant's piping material specification (PMS).c.Connection / installation of all type of meter and regulator shall be the scope of contractor including supply of clamp & support, material of clamp and support shall be as per tender documents.d. Work shall be carried out strictly as per approved Schematic drawing of Metering Skids of various types i.e. RPD/Diaphragm Meters of different inlet and outlet sizes and as per instruction and direction of EIC. |
| 221 | Supply of Pressure Gauges with accessories |
| 222 | RANGE 0-1 BAR - 4\\"- DIAL SIZE |
| 223 | RANGE 0-4 BAR - 4\\"- DIAL SIZE |
| 224 | Supply of flanges as per specification/standard ( Rate inclusive of required Stud-bolt , and gaskets as per standard and specification) |
| 225 | Weld Neck (A105, 150#, B-16.5, 125AARH) (End Thickness to match pipe thickness) |
| 226 | NB 4\\" RF |
| 227 | NB 3\\" RF |
| 228 | NB 2\\" RF |
| 229 | NB 1.5\\" RF |
| 230 | NB 1\\" RF |
| 231 | NB 3/4\\" RF |
| 232 | Blind Flanges (A105, 150#, B-16.5, 125AARH) |
| 233 | NB 4\\" RF |
| 234 | NB 3\\" RF |
| 235 | NB 2\\" RF |
| 236 | NB 1.5\\" RF |
| 237 | NB 1\\" RF |
| 238 | NB 3/4\\" RF |
| 239 | Supply of spectacle blind ASTM A 515 GR 70 as per specification/ standard |
| 240 | Spectacle Blind 4\\" |
| 241 | Spectacle Blind 3\\" |
| 242 | Spectacle Blind 2\\" |
| 243 | Supply of 90° Elbow 1.5 D ASTM A 234 WPB as per specification/ standard |
| 244 | NB 4\\" (Charpy) |
| 245 | NB 3\\" (Charpy) |
| 246 | NB 2\\" (Charpy) |
| 247 | NB 1.5\\" |
| 248 | NB 1\\" |
| 249 | NB 3/4\\" |
| 250 | Supply of TEE( Equal / Reducing ) ASTM A 234 WPB as per specification/ standard |
| 251 | Size: 4\\" (Charpy) |
| 252 | Size: 3\\" (Charpy) |
| 253 | Size: 3\\" x 2\\" (Charpy) |
| 254 | Size: 2\\" (Charpy) |
| 255 | Size: 2\\" x 1.5\\" (Charpy) |
| 256 | Size: 1.5\\" |
| 257 | Size: 1\\" |
| 258 | Supply of SOCKOLET (A105, SW) as per specification/ standard |
| 259 | Size: 4\\" x 1\\" |
| 260 | Size: 2\\" x 1\\" |
| 261 | Size:2\\" x ¾\\" |
| 262 | Size:2\\" x 1/2\\" |
| 263 | Size:1.5\\" x 1\\" |
| 264 | Supply of End Caps as per specification/ standard |
| 265 | NB 4\\" (Charpy) |
| 266 | NB 3\\" (Charpy) |
| 267 | NB 2\\" (Charpy) |
| 268 | Supply of Reducer as per specification/ standard |
| 269 | Size: 4\\" x 3\\" (Charpy) |
| 270 | Size: 3\\" x 2\\" (Charpy) |
| 271 | Size: 2\\"x1\\" (Charpy) |
| 272 | Size: 2\\" X 1.5\\" (Charpy) |
| 273 | Size: 1.5\\" x 1\\" |
| 274 | Note:a) All butt welded fittings end shall generally match with connecting pipe wall thickness however in case of misalignment Contractor shall have to do end preparation without any extra cost. |
| 275 | b) All coupling, nipples etc. as required shall be supplied by contractor but no separate payments shall be made as it is coveredunder erection rate. |
| 276 | c) Quantities mentioned against each above sub-item are tentative and may increase or decrease duringexecution of work depending upon site requirement. |
| 277 | NOTE : i) If Consumer is ready / agree complete the work after outlet of Skid/Metering skid outlet (after outlet valve) to commercial/industrial appliance valve connection Contractor have to take quantity approval from EIC/OWNER prior to order placement.ii). All type of piping works shall be carried out as per client/consultant's piping material specification (if any conflict). (iii) Work shall be carried out strictly as per approved Schematic drawing of Metering Skids of various types i.e. RPD/Diaphragm Meters of different inlet and outlet sizes and as per instruction and direction of EIC. |
| 278 | Supply & Installation of Valves |
| 279 | The scope includes supply, transportation, loading, unloading, painting, installation, testing, and commissioning, complete in all respects, including all applicable taxes, duties, and inspection charges, but not limited to the following items, in accordance with relevant specifications, data sheets, scope of work as defined in the SCC, drawings, and instructions of the Engineer-in-Charge (EIC), and as per all provisions of the Contract Document.This includes the supply and insertion of nipples at all elevations, and associated components such as pipe clamps, supports and painting of valves as per standards.The scope further covers the supply of all consumables, manpower, and equipment required for the completion of all works, as per drawings, specifications, and EIC instructions. This also includes servicing and cleaning of valves wherever required.Additionally, the supply of extra stud bolts and gaskets, as required beyond the flange scope of supply, is included in the quoted SOR rate.Note: (i) Welding of joints for welded valves shall be paid under a separate SOR item, as specified elsewhere in the Schedule of Rates (SOR).(ii) Work shall be carried out strictly as per approved Schematic drawing of Metering Skids of various types i.e. RPD/Diaphragm Meters of different inlet and outlet sizes and as per instruction and direction of EIC. |
| 280 | Supply & Installation of Globe valves ( Fire Safe ) as per specification/standard ( Fire Safe valves) |
| 281 | 3\\" 150# |
| 282 | 2\\" 150# |
| 283 | 1-1/2\\" 800# |
| 284 | 1\\" 800# |
| 285 | 3/4\\" 800# |
| 286 | 1/2\\" 800# |
| 287 | Supply & Installation of Full Bore Ball Valves ( Fire Safe ) as per specification/ standard ( Fire Safe ) |
| 288 | 3\\" 150# ,FB |
| 289 | 2\\" 150# ,FB |
| 290 | 1-1/2\\" 800# |
| 291 | 1\\" 800# |
| 292 | 3/4\\" 800# |
| 293 | 1/2\\" 800# |
| 294 | Supply & Installation of Check valve/NRV as per specification/ standard |
| 295 | 3\\", 150# |
| 296 | 2\\", 150# |
| 297 | 1.5\\", 150# |
| 298 | 1\\", 150# |
| 299 | Supply and Installation of brass Isolation Valve including necessary Hex Nipple and fittings for as per specification/standard |
| 300 | 1-1/2\\" |
| 301 | SUPPLY & INSTALLATION Y-Type Strainer |
| 302 | Y-TYPE STRAINER - 1\\" 150# flange end |
| 303 | Y-TYPE STRAINER - 1.5\\" 150# flange end |
| 304 | Y-TYPE STRAINER - 2\\" 150# flange end |
| 305 | Y-TYPE STRAINER - 3\\" 150# flange end |
| 306 | NOTE: Work shall be carried out strictly as per approved Schematic drawing of Metering Skids of various types i.e. RPD/Diaphragm Meters of different inlet and outlet sizes and as per instruction and direction of EIC. |
| 307 | Note (L00100 to M00150): i) Quantities mentioned against each above item are tentative and may increase or decrease during execution of work depending upon site requirement. Contractor required to supply materials after assessing the site requirement and in multiple lot or as per Release Order/ Sub Purchase Order wise. All material either in multiple lot or as per Release Order/ Sub Purchase Order wise or as decided by EIC shall be supplied by bidder within the quoted price.ii) If Consumer is ready / agree complete the work after outlet of Skid/Metering skid outlet (after outlet valve) to commercial/industrial appliance valve connection Contractor have to take quantity approval from EIC/OWNER prior to order placement. |
| 308 | Welding of joints for laid pipelines (CS/GI) up to a thickness of ≤10 mm shall be carried out by the contractor. The scope includes the provision of all required accessories, consumables, tools, tackles, and machinery necessary for the execution of the work. This also includes conducting Dye Penetrant Testing (DPT) and ensuring compliance with applicable quality standards and safety norms. |
| 309 | Butt welding / Socket welding |
| 310 | RADIOGRAPHY/NDT OF JOINTS |
| 311 | Performance of radiographic inspection by gamma radiation/ X-ray as per scope of work and as per specifications in piping of all types and thickness including providing/hiring of all necessary equipments, supply of all consumables, and whatever else even though not expressely mentioned but required to perform the work as per specifications and instructions of Engineer-in-Charge (full circle re-radiography of the repaired joint and additional radiography necessitated due to poor performance of contractor's welder shall be carried out by the Contractor at his own cost and shall not be paid extra by Company). Radiographs shall be submitted to the Engineer-in-Charge for acceptance, whose decision shall be final and binding.Note- (i) As per Instruction and Direction of EIC, the the contractor shall carry out the type of NDT required i.e. Radiography/UT/MPT/DPT or its combination AND Pressure Testing at minimum (6.2 Kg/CM2) as per actual site conditions .ii).Radiography shall be carried out as per API 1104 (latest edition) / BANDR specification / OISD / PNGRB and same shall be approved by Engineer–in–charge (EIC)/ RCM.iii). All socket weld joint are MPT/UT/DPT shall be done and shall be carried out as per API 1104 (latest edition)/ BANDR specification / OISD / PNGRB and same shall be approved by Engineer–in–charge (EIC)/ RCM. Payment of MPT/UT shall be paid under this sor item. |
| 312 | Dia - 4\\" |
| 313 | Dia-3\\" |
| 314 | Dia-2\\" |
| 315 | Dia-1.5\\" |
| 316 | Dia-1\\" |
| 317 | Dia-3/4\\" |
| 318 | Dia-1/2\\" |
| 319 | Supply and installation of Internal/external piping support as per specification/ standard |
| 320 | Type-1, side wall mounted as per drawing |
| 321 | Type-2, ground based as per drawing |
| 322 | Type-3, ceiling mounted as per drawing |
| 323 | Note:- (i) Quantities mentioned against each above sub-item of this SOR are tentative and may increase or decrease during execution of work depending upon site requirement.(The above mentioned work shall strictly comply the PNGRB Industrial and commercial connection standards.(ii) Work shall be carried out strictly as per approved Schematic drawing of Metering Skids of various types i.e. RPD/Diaphragm Meters of different inlet and outlet sizes and as per instruction and direction of EIC. |
| 324 | Providing the Services of Resources with all required tools & tackets as per site requirement and instruction of EIC/GAIL. |
| 325 | Providing the services of Plumber/Fitter(Manday= 8 Working Hours) |
| 326 | Providing the services of HeIper(Manday= 8 Working Hours) |
| 327 | Providing the Services of Welder(Manday= 8 Working Hours) |
| 328 | Providing the Services of Grinder(Manday- 8 Working Hours) |
| 329 | Providing the Services of upto 12 MT Cap.-Hydra with all lifting tools and tackels (8 Working Hours) . |
| 330 | Registration of Commercial PNG Connections |
| 331 | Assistance in conducting Commercial PNG registration work as directed by the Marketing In charge of GAIL (I) Limited / Authorized representative, including but not limited to the following:I) Enrolling & registering Commercial PNG Customers according to the given target.II) Collecting filled-up forms, along with Cheque/Demand Draft for Security Deposit amount and documents. All other necessary activities to complete the work as defined in the Scope of work, to be read along with the Special Conditions of Contract and as per instructions of MIC. Conducting marketing activities for Commercial PNG connection, complete in all respects, as per directions/instructions of the Marketing In Charge, including but not limited to the following: Distribution of leaflets & FAQ, Installation of banners provided by the client at prime locations. Payment shall be made after complition of all registration formalities.(Unit: Based on number of customers) |
| 332 | Conduct a detailed route survey and prepare isometric drawings as per the finalized route, including the bill of materials and required support structures. Obtain approval from the GAIL Engineer-in-Charge (EIC) for the prepared drawings and materials. Carry out necessary site visits, meetings, and follow-ups with the customer and utility service providers to ensure alignment with project requirements. Prepare execution schedules, execution procedures, and ensure compliance with regulatory guidelines. Additionally, collect necessary drawings and sketches from the Owner/Engineer-in-Charge and other concerned authorities for seamless project execution. (Unit - Based on per customer). A GPR survey, if required, shall be paid separately as per the SOR. |
| 333 | TPIA certification for commercial/Indistrial customer connection as per PNGRB guidelines before commissioning of the line. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 31, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 daySep 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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