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| 1 | GST rate/ amount, SAC & Total amount incl. GST |
| 2 | PE PIPELINE |
| 3 | Pipe Laying(including crossing) 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 (with and without casing pipe) methodology. |
| 4 | Receipt, Loading. unloading, storing. reloading, transportation, 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. Coupiers. Endcaps, Tee, Reducer, CS / Gl to PE Fittings (i.e. Transition Fittings of sizes 20 mm to 32 mm). Waming Mat elc.Handling, Stringing / uncoiling, ałigning or łhe PE line pipe on the pipeline Right-of-Use / route, laying / insfallation 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 ali PE pipe (PE 100 SORt 1). Induding supply of HDPE casing pipe (in case of HDD (with case), MoIing(with case) , Couplers, End caps etc. (Ref. cl. 4.2 of Particular job specification).-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 carrier pipe of 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.-Casing details is as given below:-1. For 20/32 mm PE pipe (in 75 mm dia. HDPE Casing Pipe. PE 63/80 PN6.0).2. For 63 mm PE pipe (in 125 mm dia. HDPE Casing Pipe. PE 63/80 PN6.0).3. For 90 mm pipe (in 180 mm dia. HDPE Casing Pipe. PE 63/80 PN6.0).4. For 125 mm pipe (in 250 mm dia. HDPE Casing Pipe, PE63/80 PN 6.0). |
| 5 | Carrying out all temporary, ancillary, auxiliary works required to make the PE pipeline ready to 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 preperation of drawings wherever required for crossing etc. |
| 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 materiats 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 shali be 1.0 m measured from top of pipeline to the top of undisturbed surface of the soil or as per Specificatiori/ 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 daimed 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. |
| 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 item.- 4.2) 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, backfiliing to its original condition with excavated earth/ borrowed select soi!/sand duly approved by EIC & its compaction & crowning. At certain specfic area of ROU. trench sha\I be backfilled & compacted and shall be made ready for motorabie. 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 indudes works like making of PCC pedastal of grade (1:2:4) and size ( (300mm(L)X 200mm(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 ali tools and tackles. nitrogen, instruments, manpower and other related access ones 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 backfiIing 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/PMC |
| 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 (for minimum top cover of 600mm) shall be required to be taken by contractor in consultation with EIC as per PNGRB Guidelines. No additional payment shall be admissible against the same. However required top cover can further be reduce till 375mm and payment against the same shall be made according to SOR item no.A00300. |
| 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 | 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) |
| 28 | 20 mm PE 100 pipe |
| 29 | 32 mm PE 100 pipe |
| 30 | 63 mm PE 100 pipe |
| 31 | 90 mm PE 100 pipe |
| 32 | 125 mm PE 100 pipe |
| 33 | 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) |
| 34 | 20 mm PE 100 pipe |
| 35 | 32 mm PE 100 pipe |
| 36 | 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) |
| 37 | 32 mm PE 100 pipe |
| 38 | 63 mm PE 100 pipe |
| 39 | 90 mm PE 100 pipe |
| 40 | 125 mm PE 100 pipe |
| 41 | Pipeline Laying Through Open cut(with casing) in any type of surface like unprepared surface (Katcha surface)/ Normal Surface/Hard Surface/Pebbles/Cobbles/Boulders/Structures etc (excluding Rocky strata) |
| 42 | 20 mm PE 100 pipe |
| 43 | 32 mm PE 100 pipe |
| 44 | 63 mm PE 100 pipe |
| 45 | 90 mm PE 100 pipe |
| 46 | 125 mm PE 100 pipe |
| 47 | Pipeline Laying Through Moiling(with casing) in any type of surface like unprepared surface (Katcha surface)/ Normal Surface/Hard Surface/Pebbles/Cobbles/Boulders/Structures etc (excluding Rocky strata) |
| 48 | 20 mm PE 100 pipe |
| 49 | 32 mm PE 100 pipe |
| 50 | Pipeline Laying Through HDD(with casing) in any type of surface like unprepared surface (Katcha surface)/Normal Surface/Hard Surface/Pebbles/Cobbles/ Boulders/Structures etc (excluding Rocky strata) |
| 51 | 32 mm PE 100 pipe |
| 52 | 63 mm PE 100 pipe |
| 53 | 90 mm PE 100 pipe |
| 54 | 125 mm PE 100 pipe |
| 55 | Pipeline Laying Through Open cut (without casing) for all type of Rocky strata |
| 56 | 20 mm PE 100 pipe |
| 57 | 32 mm PE 100 pipe |
| 58 | 63 mm PE 100 pipe |
| 59 | 90 mm PE 100 pipe |
| 60 | 125 mm PE 100 pipe |
| 61 | Pipeline Laying Through Moiling(without casing)for all type of Rocky strata |
| 62 | 20 mm PE 100 pipe |
| 63 | 32 mm PE 100 pipe |
| 64 | Pipeline Laying Through HDD (without casing) for all type of Rocky strata |
| 65 | 32 mm PE 100 pipe |
| 66 | 63 mm PE 100 pipe |
| 67 | 90 mm PE 100 pipe |
| 68 | 125 mm PE 100 pipe |
| 69 | Pipeline Laying Through opencut (with casing) for all type of Rocky strata |
| 70 | 20 mm PE 100 pipe |
| 71 | 32 mm PE 100 pipe |
| 72 | 63 mm PE 100 pipe |
| 73 | 90 mm PE 100 pipe |
| 74 | 125 mm PE 100 pipe |
| 75 | Pipeline Laying Through Moling(with casing) for all type of Rocky strata |
| 76 | 20 mm PE 100 pipe |
| 77 | 32 mm PE 100 pipe |
| 78 | Pipeline Laying Through HDD (with casing) for all type of Rocky strata |
| 79 | 32 mm PE 100 pipe |
| 80 | 63 mm PE 100 pipe |
| 81 | 90 mm PE 100 pipe |
| 82 | 125 mm PE 100 pipe |
| 83 | NOTE:i) The lengths of pipelines are tentative.ii) For restoration of asphalt / concrete roads, the item for construction of asphalt top / concrete top / Tiles/Stone slab/Paver Blocks/Curb Stones/RCC Top shall be paid separately as per the rates quoted for the same elsewhere in the SOR.iii) For SOR Item No. A00116 to A00129,A00144 to A00157 & A00154 TO A00157 payment for length of PE pipe will be done as per casing pipe length.iv)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.v) The laying of 20/32mm pipe for connectivity to individual consumers along the allocated area or pipeline route (32/63mm) to the contractor shall be done as per the customer registration list shared during area allocation. |
| 84 | Pipeline Laying Through HDD with diamond cutter (without casing) for Hard Rock |
| 85 | 32 mm PE 100 pipe |
| 86 | 63 mm PE 100 pipe |
| 87 | 90 mm PE 100 pipe |
| 88 | 125 mm PE 100 pipe |
| 89 | Pipeline Laying Through HDD with diamond cutter (with casing) for Hard Rock |
| 90 | 32 mm PE 100 pipe |
| 91 | 63 mm PE 100 pipe |
| 92 | 90 mm PE 100 pipe |
| 93 | 125 mm PE 100 pipe |
| 94 | GEOTECHNICAL INVESTIGATION |
| 95 | Performing geo tech surveyCarrying out Pre-construction survey and detail survey after liasioning & coordination from concerned authority. Detail survey includes minimum but not limited to carrying out complete Geotechnical Investigation ( including all laboratory test & field test) , Hydrographical & Hydrological Survey of Canal/Nala/Waterbodies for the purpose of crossing the Canal/Nala/Waterbodies by HDD method including obtaining work permit / NOC from concerned authority complete in all respect as per Scope of Work & Technical Specification and instruction of Engineer-In-Charge (EIC)/RCM and submitting Final Report & Drawing (along with soft copy) incorporating all field and laboratory data, Drawings, Maps, Data etc. (One Lot) in an approved format with full scale for Soil Investigation, Scour Depth etc. in accordance with the Technical Specification, Drawings, approved QAP, implementation schedule and other provisions of the Tender Document and instructions of the Engineer-in-charge (EIC)/RCM.For road/rail crossings, pre-construction survey based on site visit, topographical survey, geotechnical investigation to establish bed strata upto sufficient depth, collection of data (if required) from concerned Authority including design and detail engineering and making of HDD Profile drawings for crossing and getting their approval from concerned Authority/ Engineer-in-charge including carrying out liasioning & co-ordination works and obtaining permission / NOC from these authorities for the crossing as well as utility/foreign pipeline crossings (if any) prior to start the execution of work.Sample for Geotech survey to be taken at every 50% of shot length (i.e. for 100 meters shot, sample to be taken at every 50 meters and for 50 meters shot, smaple to be taken at every 25 meters.)Explaination of UOM - The calcuation of line item A00169 will be done by multiplying the shot length and the depth of the bore (For Eg. If shot of 100 meters is made and the samle for Geotech is taken at a depth of 2 meters then the claim quantity will be 100 X 2 = 200.NOTE: Payment for carrying out liasioning & co-ordination works for Crossings and obtaining permission / NOC from these authorities shall be made under item mentioned elsewhere in this SOR. |
| 96 | NOTE:i) The lengths of pipelines are tentative.ii) For SOR Item No. A00164 to A00167 payment for length of PE pipe will be done as per casing pipe length.iii) Payment for items above under pipeline laying in all type of rocky strata 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 to quote accordingly.iv) The laying of 20/32mm pipe for connectivity to individual consumers along the allocated area or pipeline route (32/63mm) to the contractor shall be done as per the customer registration list shared during area allocation.v) For Nala/Water Bodies//Canal etc Bidder/contractor have to execute Geo-technical, hydrological & hygraphical survey as per technical specification and direction of EIC, and for railway/ road/Culvert crossings contractor have to execute geotechnical & crossing survey as per technical specification and direction of EIC.vi) For geotechnical survey/investigation:1.Laboratory test & field test shall be as per technical specification & tender documents.2. Quantity indicative above is tentative and for multiple crossings. Quantity may increase/ decrease or delete as per site requirement.vii) All work under SOR line item from A00158 to A00169 to be done as per the direction of EIC. |
| 97 | Civil Work/Cutting/ Breaking and Restoration |
| 98 | 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. |
| 99 | Asphalting |
| 100 | Breaking/Cutting of Cement Concrete-Making provision for PE Pipe laying as per site requirement and as per instruction of EIC |
| 101 | Cement Concrete restoration as per scope of work (Excluding Breaking/Cutting) |
| 102 | Breaking/Cutting of RCC Core-Making provision for PE Pipe laying as per site requirement and as per instruction of EIC |
| 103 | RCC restoration as per scope of work (incIuding Breaking/Cutting) |
| 104 | Tiles/ Paver Blocks/ Curb Stones,Red sand stone |
| 105 | Brick Soling/ Stone Soling etc |
| 106 | Providing, hoisting and placing of 75 mm thick precast reinforced cement concrete slab of M-20 grade over pipeline as mechanical protection including the cost of required centering, stuttering, reinforcement complete as per tender drawing and direction of the EIC.Note:- Size (Length x Width) of the precast slab will be decided as per site condition and as per instruction of EIC. Precast slab will be placed in multiple number and vañous location as oer site condition and as per instruction of EIC |
| 107 | Valve Pit Chamber (Brick Masonary) Constructing valve pit chamber in brick masonry with cement mortar 1:4 (1 cement : 4 coarse sand) over 150 mm thick RCC Foundation along with 75 mm thick levelling course in 1.4:8 mix including 16 mm thick plasteñng with cement mortar 1:3 (1 cement : 3 coarse sand) and PCC pedestal ror 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, supply of all materials such as minimum 45 grade cement, reinforcement. Cl manhole cover, PVC coated rungs, inserts including excavation and backfilling, masonry works, plastering. etc. with all bye works and sundry works. |
| 108 | Type I: lnside size 1500 mm x 1000 mm and upto 1500 mm deep |
| 109 | Type II . lnside size 1500 mm x 1000 mm and greater than 1500 mm deep |
| 110 | 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. |
| 111 | Type I : Inside size 1500 mm x 1000 mm and upto 1500 mm deep |
| 112 | Type II : Inside size 1500 mm x 1000 mm and greater than 1500 mm deep |
| 113 | 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 |
| 114 | Pipe laying inside Private Property i.e Multistory buildings/ apartments with no movement of Heavy Vehicles, surrounded with Boundary wall where pipe top cover could not be achieved 600 mm |
| 115 | Minimum pipe top cover of 375 mm is required and the line pressure shall not exceed 110mbar |
| 116 | Necessaiy mitigation measures such as RCC slab (150mm thick and 300mm width) at the top. the RCC slab of the roof of basement shall be treated as bottom. There shall be sand filfing across three sides of the line pipe of l00mm each shall be required to be taken by contractor in consultation with EIC as per latest PNGRB Guidelines. No additional payment shall be admissible against the same. |
| 117 | Receipt, Loading, unloading, storing, reloading, transporting, unloading, stringing and laying of 20mm, 32mm & 63mm PE pipe (PE 100 SDR11) including proper stacking, tdentification.and supply of accessones of below mentioned sizes & all thickness liko PE Bends, Couplers, Endcaps, Tee. Reducer, CS / GI to PE Fittings (i e. Transition Fittings of sizer 20 mm 1o 63 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 sile condition including execution of all works; Storage of malerial in contractor‘s store, fabrication. access for construction procurement and suppfy 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 a Contractor’s store. |
| 118 | Carrying out all temporary, ancillary, auxiliary works required to make the PE pipeline ready for commissioning as per drawing |
| 119 | Surveying of roule and detours required at the time of execution, preparation of Construction drawings showing survey details, and submit same to Owner for review /approval |
| 120 | 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. |
| 121 | Barricading the pipeline construction area prior to execution of the works as per drawing enclosed with tender document and to the entire satisfaction of owner / engineer- in -charge. |
| 122 | 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 induding soft/ rocky strata and different type of pavement / footpath / roads etc including rock breaking, chiselling or otherwise cutting etc. as required and staring 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 ‹s 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) |
| 123 | Uncoiling / stringing & aligning of PE pipes, clamping, jointing of the pipe ends / fittingd/ valves by qualified personnel using approved electro-fusion techniques as pe specification. |
| 124 | Installation / lowering the pipeline in trench to required depth, supply & placement of HDPE Yellow colour warning mat (refer PJS item.- 4.2) over the pipeline along the complete route as per drawing and 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. |
| 125 | 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). |
| 126 | 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. |
| 127 | Final clean-up of right-of-use or area disturbed by contractor during their construction activties 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 pe satisfaction of Owner and / or as directed by Engineer—in—charge. |
| 128 | Maintaning the completed pipelines and installation for any defect or failures during defect Iiability period (i e. 12 months from date of completion of work) |
| 129 | Handing over the completed works to Owner for their operation/ use, reconciliation of material area wise and obtaining \\"no objection certificate\\" from Owner/ Consultant. |
| 130 | On completion of gas charging of pipelines. Preparation and submission of As-built drawings, crossings details, termination, utility graphs and deviation statements. |
| 131 | Any other activities not mentioned / covered explicitly above, but otherwîse required for satisfactary completion / operation / safety / statutory / maintenance of the works shal also be covered under the sœpe 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 accordanœ with the provision of contract. |
| 132 | 20 mm PE 100 pipe |
| 133 | 32 mm PE 100 pipe |
| 134 | Supply of GI/ MS/ Concrete Sleeves (wherever required as a Special Case as per instructions of the Engineer-in-charge) |
| 135 | Supply, installation of sleeve, insertion of pipe. sealing the annuals, firm fixing of Sleeves with concrete mix. Breaking through any obstructions and their subsequent restoration as per specificauons and instructions of the Engineer-in-charge. GI/MS Pines shall be Heavy (C-CIass as ner IS-1239 |
| 136 | GI Sleeves /Concrete Sleeves |
| 137 | 2 1/2' NB. 1’ Length |
| 138 | 4” NB, 1' Length |
| 139 | MS Enamel Coated |
| 140 | 4\\" NB, 3' Length |
| 141 | Concrete Sleeve (NP-2 Class) |
| 142 | 4” NB, 3' Length |
| 143 | 6' NB, 3’ Length |
| 144 | Note: The decision regarding use of type of sleeves to be used at vanous locations shall be made by Engineer In-Charge / Owner |
| 145 | Installation of valve(Normal stem) in pit including supply of valves |
| 146 | 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 |
| 147 | PE Valve 32 mm dia |
| 148 | PE Valve 63 mm dia |
| 149 | PE Valve 90 mm dia |
| 150 | PE Valve l25mm dia |
| 151 | Installation of valve(Long stem) in pit induding supply of valves |
| 152 | Supply of isolation valves (as per data sheet) and installation of valves in the valve pits as per typcal drawing and specification enclosed and instructions of Engineer-in-charge. Payment of valve pits shall be paid separately as per SOR |
| 153 | PE Valve(Long stem) 32 mm dia |
| 154 | PE Valve(Long stem) 63 mm dia |
| 155 | PE Valve(Long stem) 90 mm dia |
| 156 | PE Valve(Long stem) 125mm dia |
| 157 | Fabrication & Installation of Markers |
| 158 | RCC Route Markers |
| 159 | Supply, fabrication and inslallacon of RCC route markers as per the attached drawing in technical volume, along the route including all associated civil works such as excavation and construct on in all types of soils, construction and pedestals and grouting with concrete. |
| 160 | Pole Markers with Foundation |
| 161 | Supply, fabncauon and installation of plate packers 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 let. |
| 162 | Warning Plate Markers |
| 163 | Supply, fabrication and installation of plate markers, including application of approved colour and quality of primer and paint, stencil letfer cutting of lettering, numbers, direction etc. as per the attached drawing in technical volume to be installed near regulator. |
| 164 | Paver Block-Tiles Markers |
| 165 | Supply, fabrication and installation of Paver Block-Tiles markers, including applicafion of approved color and quality of primer and paint, stencil letter cutting of letteñng, numbers. direction, etc. as per the attached drawings to be installed on Paver Block/Tiles on footPath/As per the instmctton or Etc. |
| 166 | Construction of RCC structure for protection of service fine for drain/nallah Crossings |
| 167 | Construction of Non suspended slabs/pavement slabs induding 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 stee etc. |
| 168 | GPR Survey ( Scope includes submission of GPR survey report before/after obtaining permission for excavation from land owning agencies with complete satisfaction of the land owning agnency & Owner) |
| 169 | GPR Survey - Length up to 100 meter |
| 170 | GPR Survey - Length more than 100 meter |
| 171 | Note :-In case GPR survey length exceeds 100m, for quantity beyond 100m, amount in addition fo SOR item No.- A01001, shall be payable based on per meter rate quoted aqainst SOR item No.- A01002 |
| 172 | Additional Backfilling ol Sand in excavated trench/Pit as per site requirement |
| 173 | Filling of M-Sand/Soft soil as per the site requirement and as per instructions of EIC (except the sand padding as mentioned SOR Item No A00101) |
| 174 | Preservation of Pipeitne |
| 175 | Preservation of pipeline sections and associated facilities (in event of delay in comissioning. other unforeseen reasons) including supply of nlrogen, all consumables all equipment, man-power, etc. complete as per the requirements of specifications. other provisions of Contract document and instructions of Engineer-in-charge. |
| 176 | By filling and pressurizing with nitrogen to a pressure or 2 bar(g) for a period of one monlh or part thereof |
| 177 | For 125 mm Pipeline |
| 178 | For 90 mm Pipeline |
| 179 | For 63 mm Pipeline |
| 180 | For 32 mm Pipellne |
| 181 | For 20 mm PipeTine |
| 182 | For every additional period ot one month or part thereof Limiłed to 6 month |
| 183 | For 125 mm Pipeline |
| 184 | For 90 mm PipeJine |
| 185 | For 63 mm Pipeline |
| 186 | For 32 mm Pipeiine |
| 187 | For 20 mm Pipeiine |
| 188 | Notes:i) The above length is not for a single section but for no. of sections.ii) All accessrious ie; End caps and two nos tappings of 3/4 inches, PG to be considered per section and rate for the same shall be quoted by bidder under this item.iii) If month is partially complete. payment shall be made on prorata basis.iv) Scope includes pressure holding For a period of 6 months or as per EIC and jointing of PE pipe (if required) due to damage by any means and further filling of nitrogen for pressure holding. |
| 189 | Note:(i) The quantites of individual item can varied as per site requirement.The payment will be made as per actual certified measurement at site. For the supply items the quantities shall be procured after approval from client/ consultan ElC.(ii) The bidder must indicate currency(ies) against each quoted item of the SOR.(iii) The total amount shall also be given by the bidder in the quoted currency(ies). (iv) Some of the may / may not be execute as per site requirements. |
| 190 | Liaisoning with Land Owning Agensies for PermissionSubmission of applications as per approved drawing provided by owner / owner’s representative (Initial Roote survey. prepartion of drawing. measuring and providing details of surface type shall be in scope of contractor), obtaining and submission of dernand note. coordination. Liaisoning. obtaining written permission from land owing agencies like NHAI. AAł,Indian Railways and any other governmen\ agencies who maintains the public lands and agencies owing Private lands etc. (all fee paid to authoriłies excluding demand charges or Bank Guarantees shall be reimbursed agairist documentary evidence). This rates are not applicable for Private lands i.e. Apartments etc. Permissions requtred from various authorities like NHAI / Raiłways / lrrigation (Canal) etc. falling enroute shall be inclusive in the item rate. |
| 191 | Installation of Service Regulator: Shifting, loading , unloading, Installation & Fixing of Service regulator Module with associated inlet and outlet. Service Regulator installation as per sketch in tender document Size: (4/6 bar to 100 mbar) |
| 192 | DRS/DCU/DRS cum DCU works |
| 193 | Installation of DRS/DCU/DRS cum DCU |
| 194 | Receiving and taking over, handling, loading, transportation and unloading of DRS/DCU/DRS cum DCU from Owner's designated stockyards to site, installation at foundation (including supply of all structural items) and hooking up with PE pipe including all works as required to complete the job as per the drawings and specification, scope of work mentioned in tender doucment. The scope includes supply of transition fittings and other PE and CS fittings as per requirements and various associated works (including steel welding) to commission DRS/DCU/DRS cum DCU.Note: 1) Amount towards civil work shall be payable as per related SOR items. 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. |
| 195 | DCU/DRS cum DCU. (Maximum weight of single DCU/DRS cum DCU shall be about 6.0 T) |
| 196 | Note: i) The quantities mentioned are indicative only. ii) For all the supply items mentioned above, procurement shall be made as per specification after due approval of engineer- in - charge. Please Enable Macros to View BoQ information |
