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Re Routing Laying Testing And Commissioning Of Mdpe Gas Pipeline Network In Agartala City Re Routing Laying , Testing And Commissioning Of Mdpe Gas Pipeline Network In Agartala City Including Defects Liability Period Of One Year, Agartala-Tripura

Smart City Development Limited has published Re Routing Laying Testing And Commissioning Of Mdpe Gas Pipeline Network In Agartala City Re Routing Laying , Testing And Commissioning Of Mdpe Gas Pipeline Network In Agartala City Including Defects Liability Period Of One Year. Submission Date for this Tender is 12-01-2021. Gas Pipe Line Tenders in Agartala Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

26018478
Corrigendum : Re Routing Laying Testing And Commissioning Of Mdpe Gas Pipeline Network In Agartala City Re Routing Laying , Testing And Commissioning Of Mdpe Gas Pipeline Network In Agartala City Including Defects Liability Period Of One Year
Open Tender
Indian
Tripura
Agartala
12-01-2021

Tender Details

Re Routing Laying Testing And Commissioning Of Mdpe Gas Pipeline Network In Agartala City Re Routing Laying , Testing And Commissioning Of Mdpe Gas Pipeline Network In Agartala City Including Defects Liability Period Of One Year

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 15-Dec-2020 CORRIGENDUM I Date 31-12-2020
2 18-Dec-2020 CORRIGENDUM II Technical Bid 31-12-2020
3 30-Dec-2020 CORRIGENDUM III Date 12-01-2021

Key Value

Document Fees
INR 2500 /-
EMD
INR 300000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: RE-ROUTING / LAYING, TESTING & COMMISSIONING OF MDPE GAS PIPELINE NETWORK IN AGARTALA CITY INCLUDING DEFECTS LIABILITY PERIOD OF ONE YEAR
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Pipeline BI01010001010000000000000515BI0100001111
2 1.01 Supply, Laying & Commissioning of GAS Pipe Line In any unprepared surface (Katcha Surface /Built-up surface/ Hard surface as per Tender Spec BI01010001010000000000000515BI0100001112
3 1.02 Receiving and taking over as defined in the specification, handling, loading, transportation unloading of supplied PE 100 SDR11 line pipes of all size to Contractor,s own staock yard (s)/ work-sheet(s) including preliminary activities, preparation of Drawings, wherever required for crossing etc., carryingout insppection of company supplied PE pipes at the time of takingover providing insurance cover, incluidng suply of accessorirs of all sies & thickness like bends, Couplers, Endcaps, Tee, PE reducer, CS to PE fittings, Saddle Tapping, Warning Mat etc., Handling, Stringning, Uncoiling, alinging 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 excution of all works; additional lands required for contractor storage, fabrication, access for constructioj; procurement and supply of all materials (except owner supplied materials) consumables, equipments, labour and other inputs, BI01010001010000000000000515BI0100001113
4 1.03 Carrying out all temporary, ancillary, auxillary works requirted to make the PE pipelines ready for commissioning as per drawings, specifications, scope of work indicated inPTS and other provisions of Contract Documents and instruction of Engineer-of-Charge, incluidng but not to carrying out the followings works. BI01010001010000000000000515BI0100001114
5 1.04 Surveying of route and detours requirod at the time of excution including marking the same in topographical sheet, preparation of construction drawings showing survey details, and submit same to owner for review/ approval. BI01010001010000000000000515BI0100001115
6 1.05 Preparation and getting approval of schedule, excution procudures, drawings/ sketchs/ wherever required, making trial pits to determine the underground utilities, service etc., restoration of the abandoned trial pits to orginal condition BI01010001010000000000000515BI0100001116
7 1.06 Staking and installation of construction markers, clearing, fencing, grubbing, cuttiong of trees, full filling all the requirements of various statutory/ environment authorities to the entire satisfaction of concered authorities, grading of works area. BI01010001010000000000000515BI0100001117
8 1.07 Grading of ROU, barricationg the work area as per local authorities norms & to the entire satisfaction of Owner/ Engineer-In-Charge., installation safety signs. BI01010001010000000000000515BI0100001118
9 1.08 Trenching to all depths by excavation in all types of soils including soft/rocky strata amnd differenet type of pavement/ footpath, roads etc., including rock breaking, chiselling or otherwise cutting etc., as required and storing excavated sil, reuseable materials at designated area a dirrected by Engineer In Charge and to a width to accommodate the pipeline as per the relavent standard/ specification ets., [The minimum depth of the top of pipeline shall be 1.0 m measured from the top of pipeline coating to the top of undistrubed surface of the soil or as per the specification/OISD-226 & PNGRB latest guidelines whichever is higher]. dewater of the trenches if required as per site condition reparing of all damaged utilities if any, and payment iof any compensation (if claimed by owner/ other utility agencies) BI01010001010000000000000515BI0100001119
10 1.09 Uncoiling/ Stringing & aligning of PE pipes, clamping, jointing of the pipe ends/fitting/valves by qualified personal; using approved electro-fusion techniques as per specification. BI01010001010000000000000515BI0100001120
11 1.1 Installation / lowering the pipeline In trencnh to required depth as per PTS, Technical specification & drawings, supply & placement of 1.0 mm thk, HDPE yellow colour, Non toxic and Anti Rodent warning mat over the pipeline along the complete route as per standerd drawings, data sheets & technical specifications, padding around pipeline incluidng suppliy of suitable padding amterial duly approved by the Engineer-in-Charge, backfilling to its orginal condtion with exacvetd earth/ borrowed select soil duly approved by the Engineer-in-Charge & its compaction & crowing. At certain specific area of ROU, trench shall be backfilled & compacted and shall be made ready for restoration & their restoration shall be carried as per separate SOR item mentined elewhere in the SOR or to be done by Owner/ concered authories. All tiles/slabs/ curb stones etc. removed during excavation shall be placed properly. Roads, pavements, footpaths etc., to be made motor able wherever piple line laid. BI01010001010000000000000515BI0100001121
12 1.11 lnstallation and electro-fusion jointing of valves wherever required and as directed by Engineer-in-Charge. BI01010001010000000000000515BI0100001122
13 1.12 Pneumatic testng, 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 instruments of Engineer-in-Charge BI01010001010000000000000515BI0100001123
14 1.13 Final clean up of right-of-use or area disturbed by construction activities 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 the Engineer-In-Charge. BI01010001010000000000000515BI0100001124
15 1.14 Maintaining the completed pipelines/ installabon for any defect, failures during defect liability period as specified m tender documtnt BI01010001010000000000000515BI0100001125
16 1.15 Handing over the comleteded works to ASCL for their operation/ use and obtainnig "no objection cerficate" from ASCL/TNGCL. BI01010001010000000000000515BI0100001126
17 1.16 Preparation and submission a Daily progress report, Laying Graphs/ PE/ GI line cards on daily basis. BI01010001010000000000000515BI0100001127
18 1.17 On completion of gas charging pipelines. Preparation and submission of As-built drawings, crossings details, termination, utility graphs and deviation statements. BI01010001010000000000000515BI0100001128
19 1.18 Submission of all documents required for contract dosure In numbers as mentioned in contract. BI01010001010000000000000515BI0100001129
20 1.19 Other associated job, if any (Not mentioned above), shall be requiring for satisfactory completion of the job in all respect shall also be covered under the scope of work and has to be executed by the Contractor within specified schedule at no extra cost to ASCL. All the work shall be executed in accordance with the provision of contract. BI01010001010000000000000515BI0100001130
21 1.2 20 mm PE 100 pipe BI01010001010000000000000515BI0100001131 100 Meters
22 1.21 32 mm PE 100 pipe BI01010001010000000000000515BI0100001132 6686 Meters
23 1.22 63 mm PE 100 pipe BI01010001010000000000000515BI0100001133 900 Meters
24 1.23 90 m PE 100 pipe BI01010001010000000000000515BI0100001134 3200 Meters
25 1.24 125 mm PE 100 Pipe BI01010001010000000000000515BI0100001135 6070 Meters
26 1.25 180 mm PE 100 pipe BI01010001010000000000000515BI0100001136 1986 Meters
27 1.26 Note: BI01010001010000000000000515BI0100001137
28 1.27 The length of the pipelines are tentative BI01010001010000000000000515BI0100001138
29 1.28 For restoration of asphalt/ concrete roads, the item for construction of asphalt top/ concrete top/ red stone/ paver shall be paid separately as per the rates quoted under BoQ Item 1.29 - Restoration BI01010001010000000000000515BI0100001139
30 1.29 Restoration BI01010001010000000000000515BI0100001140
31 1.3 Restoration of the roads, pavements, channels, footpaths, tiles, stones etc., to orginal condition including supply of the approved quality materials required, as per local authorities norms, obtaining NOC from concerned local authorities/ land owners/ third party inspection agencies designated by ASCL and to the satisfaction of Engineer-In-Charge. BI01010001010000000000000515BI0100001141
32 1.31 Asphalting BI01010001010000000000000515BI0100001142 18842 Meters
33 1.32 Cement Concrete BI01010001010000000000000515BI0100001143 2 Meters
34 1.33 Tiles/paver/blocks/curb stones, red sand stone BI01010001010000000000000515BI0100001144 2 Meters
35 1.34 Brick soling/ channels, etc. BI01010001010000000000000515BI0100001145 2 Meters
36 1.35 Pipe Laying using moling technique (without casing) for PE pipe size of: BI01010001010000000000000515BI0100001146
37 1.36 Laying of all PE pipe (PE 100 SDR11), including supply of couplers, End Caps as required to complete the job as defined in PTS BI01010001010000000000000515BI0100001147
38 1.37 Survey of under ground utilities, excution for the work as per specification, approved procedure, including excavation of pits moling with the hole size not exceding 20% of the pipe dia, jointing and insertion of carrier pipe, testing & commissioning and restroration of the pits to orginal condition, submision of as-built graphs as per specification and the instructions of the Engineer-in-Charge. BI01010001010000000000000515BI0100001148
39 1.38 20/32 mm PE 100 pipe BI01010001010000000000000515BI0100001149 150 Meters
40 1.39 63 mm PE 100 pipe BI01010001010000000000000515BI0100001150 5 Meters
41 1.4 90 mm PE 100 pipe BI01010001010000000000000515BI0100001151 50 Meters
42 1.41 125 mm PE 100 pipe BI01010001010000000000000515BI0100001152 100 Meters
43 1.42 180 mm PE 100 Pipe BI01010001010000000000000515BI0100001153 5 Meters
44 1.43 Pipe Laying using Directional Drilling technique (with out casing pipe) for PE pipe size of: BI01010001010000000000000515BI0100001154
45 1.44 Laying of all PE pipe (PE 100 SDR11), including supply of couplers, end caps etc., as defined in PTS BI01010001010000000000000515BI0100001155
46 1.45 Survey of Underground utilities, Submission of profile for approval, excution of the work as per specification approved procudure, including excavation of pits and subsequent backfilling compaction, jointing and insertion of casing pipe and carrier pipe, testing & commisioning, restoration of the pits to orginal condition, submission of As-built graph as per specification and the instruction of Engineer-in-Charge. BI01010001010000000000000515BI0100001156
47 1.46 90 mm PE 100 pipe BI01010001010000000000000515BI0100001157 100 Meters
48 1.47 125 mm PE 100 pipe BI01010001010000000000000515BI0100001158 150 Meters
49 1.48 180 mm PE 100 Pipe BI01010001010000000000000515BI0100001159 100 Meters
50 1.49 Installation of Valve pit including Supply of Valves BI01010001010000000000000515BI0100001160
51 1.5 All civil works including supply of all materials including isolation valves ( as per PTS) as given, excavation of pit, piping supports including all PCC and RCC works for valuvs pit, pedestals with insert plates as required, sealing of pipe at valve pits, providing cover etc., and finishing, clean up. BI01010001010000000000000515BI0100001161
52 1.51 PE valve, 32 mm dia BI01010001010000000000000515BI0100001162 8 Nos.
53 1.52 PE valve, 63 mm dia BI01010001010000000000000515BI0100001163 1 Nos.
54 1.53 PE valve, 90 mm dia BI01010001010000000000000515BI0100001164 4 Nos.
55 1.54 PE valve, 125 mm dia BI01010001010000000000000515BI0100001165 7 Nos.
56 1.55 PE valve, 180 mm dia BI01010001010000000000000515BI0100001166 2 Nos.
57 1.56 Fabrication & Installation of Markers BI01010001010000000000000515BI0100001167
58 1.57 Plate marker with foundation BI01010001010000000000000515BI0100001168
59 1.58 Supply, fabrication and installation of plate markers as per the attached drawings, including all associated civil works such as excavation and construction in all types of soils, construction and padestals and grouting with concrete, cleaning, stencil. BI01010001010000000000000515BI0100001169 377.44 Nos.
60 1.59 laying of Brick layer/concrete/or impact resistant tapen BI01010001010000000000000515BI0100001170
61 1.6 Providing single layer of brick /concrete/ or impact resistance tapeto entire width of trench above warning mat placed in ternch over the laid pipeline as per COSD 214, standered drawing, specification and instruction of owner,. (Rate to include cost of all labour, tools, tackles, equipments, hire charges & supply of all materials, etc.). BI01010001010000000000000515BI0100001171
62 1.61 Concrete of width of PE pipeline ternch as per drawings (80 mm thick) BI01010001010000000000000515BI0100001172 3080 Sqm
63 1.62 Impact resistant tape for width of PE pipeline ternch. BI01010001010000000000000515BI0100001173 200 Sqm
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