Indian Oil Corporation Limited-IOCL has published Reconnaissance Survey Detailed Engineering Survey Soil Surveys And Cadastral Survey For Proposed Siliguri Jhapa Product Pipeline. Submission Date for this Tender is 15-05-2020. Pipe Laying Tenders in India Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: Reconnaissance Survey, Detailed Engineering Survey, Soil Surveys & Cadastral survey for proposed Siliguri – Jhapa product pipeline. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 10 | DERS PART-I (INDIA) | Item 00010 | ||
| 2 | 10.01 | RECONNAISSANCE SURVEY: Carrying out Reconnaissance Survey of the pipeline route including desktop study followed by ground truth verification, evaluation of alternative routes, preparation of route maps, crossing details and submission of reports in three copies complete as per specifications anddirections of the Engineer-in-Charge/ Site Engineer. | Item 10.10 | ||
| 3 | 10.02 | For New/ Additional ROW | Item 10.20 | 35 | KM |
| 4 | 10.03 | DETAILED ENGINEERING SURVEY: Carrying out Detailed Engineering Survey of the entire pipeline route, as per the detailed scope of work in Special Conditions of Contract (SCC) and Specifications of the tender document including but not not limited to the following: | Item 10.30 | ||
| 5 | 10.04 | In New Pipeline Route | Item 10.40 | 27 | KM |
| 6 | 10.05 | Along Existing Pipeline Route | Item 10.50 | 8 | KM |
| 7 | 10.06 | Providing and fixing at or near ground level precast reinforced cement concrete in pillars/ markers etc. as per approved pattern and setting in position with cement plaster of 1:3 (1 cement : 3 coarse sand) of size 150 mm X 150 mm and 300 mm height above ground with 300 mm X 300 mmX 300 mm footing below ground including the cost of required excavation ,centering, shuttering, reinforcement, backfilling, painting with super acrylic emulsion paint of make Rangoli/Berger or equivalent on the exposed surface and writing of letters complete. (a) 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). | Item 10.60 | 35 | EA |
| 8 | 10.07 | POPULATION DENSITY INDEX SURVEY: | Item 10.70 | ||
| 9 | 10.08 | Carrying out Population Density Index Survey along the entire pipeline route as per specifications and instruction of Engineer-in-Charge/ Site Engineer, including but not limited to the following: (a) Providing location class based on Population Density Index. (b) Recording the location class along with chainages at change point of each location. (c) Due consideration shall be given to the possibility of future development of the area. (d) If future developement may cause a change in location class, the same shall be taken into consideration while determining its location class. | Item 10.80 | 35 | KM |
| 10 | 10.09 | SOIL SURVEYS: | Item 10.90 | ||
| 11 | 10.1 | SOIL RESISTIVITY SURVEY: Conducting soil resistivity surveys as per detailed scope enumerated in Special Conditions of Contract and tender specifications complete in all respects as follows including uploading all data on Owner's ArcGIS (ESRI) server: | Item 10.100 | ||
| 12 | 10.11 | Conducting Soil Resistivity Survey at intervals of 125 meters along the pipeline route as per the detailed scope of work specified in Special Conditions of Contract and Specifications of the Tender Document and directions of the Engineer-in Charge/ Site Engineer. | Item 10.110 | 27 | KM |
| 13 | 10.12 | Conducting Soil Resistivity Survey at SV/RCP/Station locations as per specifications & instructions of Engineer-in-Charge/ Site Engineer complete in all respect. (1 Set of reading per grid size of 35m x 35m). (Note: Unit 'EA' represents set of readings at one location/ point for purpose of payment). | Item 10.120 | 2 | EA |
| 14 | 10.13 | SOIL CHEMICAL ANALYSIS SURVEY: Conducting Soil Chemical Analysis survey for determination of PH value, Chemical analysis for cations i.e. Calcium, Magnesium, Sodium, Potassium and Anions i.e. Chloride, Sulphate, Sulphide, Carbonate, Bicarbonate, Nitrate, Phosphate, etc. as per specifications and directions of the Engineer-in-Charge/ Site Engineer & providing data in tabular form complete in all respect as per schedule including uploading all data on Owner's ArcGIS server. | Item 10.130 | ||
| 15 | 10.14 | Along the entire pipeline route at an interval of 1 KM as per specification. | Item 10.140 | 27 | KM |
| 16 | 10.15 | At SV/ RCP/ Station locations as per specifications (One set of reading per grid of size 35m x 35m). (Note: Unit 'EA' represents set of readingsat one location/ grid for purpose of payment). | Item 10.150 | 2 | EA |
| 17 | 10.16 | SOIL STRATIFICATION SURVEY: Conducting Soil Stratification Survey for determining stratification of Soil/ Rock as per detailed scope of work specified in Special Conditions of Contract and Specifications of the Tender Document and directions of the Engineer-in-Charge/ Site Engineer including providing the data in tabular form complete in all respect as per following schedule including uploading all data on Owner's ArcGIS server. | Item 10.160 | ||
| 18 | 10.17 | Along the pipeline route, including river crossings (excluding flowing river), by boring 100 mm diameter using Auger type equipment up to depth2.5 m from ground/ bed level or till rock is encountered, whichever is less, at an interval of 250 m and providing the results in tabular form as well as bore logs, ensuring at least one bore log at the centre location of dry rivers, as per Specification and directions of the Engineer-in-Charge/ Site Engineer. (Note: The bank to bank width of flowing rivers shall be deducted from the total length for payment purpose, as payment for soil stratification at flowing river locations shall be under relevant item given below). | Item 10.170 | 27 | KM |
| 19 | 10.18 | At both the banks of flowing river by auguring up to a depth of 5 m fromthe ground level or till rock is encountered, whichever is less in the bank of river as per the specification and providing the results in in tabular form. (Note: Readings of two bore holes at both banks of the river shall be considered as One unit of reading for payment). | Item 10.180 | 3 | EA |
| 20 | 10.19 | DATA GENERATION SURVEY: | Item 10.190 | ||
| 21 | 10.2 | Collection/ generation of data regarding Electrical HT crossing, location of existing CP unit & their Anode bed locations, railway both locomotive & Traction etc. across the entire pipeline as per the specifications and submitting data in tabular form complete in all respects and uploading all data on Owner's ArcGIS server. | Item 10.200 | 0.5 | LS |
| 22 | 10.21 | TECHNICAL REPORT: | Item 10.210 | ||
| 23 | 10.22 | Submission of final technical report, in hard copy (six sets) as well as soft copy (in CD), for detailed engineering survey containing detailed route survey, soil resistivity, soil chemical analysis & soil stratification details in three sets complete in all respects including complete descriptions, tables, graphs, analysis and any other details as per tender specifications and instruction of the Engineer-in-Charge/ Site Engineer. | Item 10.220 | 0.5 | LS |
| 24 | 10.23 | HYDROLOGICAL DATA COLLECTION/ GENERATION: | Item 10.230 | ||
| 25 | 10.24 | Collection of Hydrological data such as High Flood Level (HFL) Maximum Flood Discharge (Q), Average Velocity of Flow, extent of flood plains (based on previous floods), of all the rivers en-route, assessment of scour depth and flow pattern of rivers in the past 10 years. Relevant details shall be collected from the concerned Irrigation Deptt. office or other relevant sources. Other data based on hydrological survey of river crossings, as per details mentioned earlier, for design and installation of such crossings. (Note: Unit 'EA'represents set of details for one river for purpose of payment. | Item 10.240 | 3 | EA |
| 26 | 10.25 | CADASTRAL SURVEY [UP TO PREPARATION OF SCHEDULE U/S 3(1) of P&MP ACT 1962]: Carrying out Cadastral Survey, for laying cross country petroleumpipeline, obtaining/ procuring latest village maps from Revenue authorities (actual cost incurred on procurement to be reimbursed by the Owner on receipt of proof of payment), tracing/ scanning the same and storage in both hard and soft reproducible forms, plotting the pipeline route on village maps and marking on them the Intermediate Points (IPs) and Turning Points (TPs) of the surveyed route as staked on ground, identification of survey numbers of individual owners and plotting on village maps as per latest revenue records, preparation of field book and computation of area in each plot coming within limits of ROU corridor, collection of Jamabandi (the record of right holders) from revenue authorities in respect of each plot falling within ROU limits and identification of owner and occupier thereof, collection of interim mutations, if any, and incorporation in Jamabandi and other works as per detailed scope of work specified in Special Conditions of Contract (SCC) and specifications of tender documents and directions of the Engineer-in-Charge, inclusive of all labour, material, equipment etc. including compensation to farmers on account of any damage to crops, fields etc. while conducting survey through fields, works complete in all respects, up to and including preparation & submission of schedule for 3(1) Notification for establishing right of users (ROU) in Right of Way (ROW) under P&MP Act 1962 for new/ additional pipeline ROW, complete in all respects. Integrating cadastral & 3(1) details on Owner's ArcGIS server to obtain seamless Geo-referenced data. | Item 10.250 | ||
| 27 | 10.26 | For acquiring ROW of 18 m width for new pipeline route | Item 10.260 | 27 | KM |
| 28 | 20 | DERS PART-II (NEPAL) | Item 00020 | ||
| 29 | 20.01 | RECONNAISSANCE SURVEY: Carrying out Reconnaissance Survey of the pipeline route including desktop study followed by ground truth verification, evaluation of alternative routes, preparation of route maps, crossing details and submission of reports in three copies complete as per specifications anddirections of the Engineer-in-Charge/ Site Engineer. | Item 20.10 | ||
| 30 | 20.02 | For New/ Additional ROW | Item 20.20 | 15 | KM |
| 31 | 20.03 | DETAILED ENGINEERING SURVEY: Carrying out Detailed Engineering Survey of the entire pipeline route, as per the detailed scope of work in Special Conditions of Contract (SCC) and Specifications of the tender document including but not not limited to the following: | Item 20.30 | ||
| 32 | 20.04 | In New Pipeline Route | Item 20.40 | 15 | KM |
| 33 | 20.05 | Providing and fixing at or near ground level precast reinforced cement concrete in pillars/ markers etc. as per approved pattern and setting in position with cement plaster of 1:3 (1 cement : 3 coarse sand) of size 150 mm X 150 mm and 300 mm height above ground with 300 mm X 300 mmX 300 mm footing below ground including the cost of required excavation ,centering, shuttering, reinforcement, backfilling, painting with super acrylic emulsion paint of make Rangoli/Berger or equivalent on the exposed surface and writing of letters complete. (a) 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). | Item 20.50 | 15 | EA |
| 34 | 20.06 | POPULATION DENSITY INDEX SURVEY: | Item 20.60 | ||
| 35 | 20.07 | Carrying out Population Density Index Survey along the entire pipeline route as per specifications and instruction of Engineer-in-Charge/ Site Engineer, including but not limited to the following: (a) Providing location class based on Population Density Index. (b) Recording the location class along with chainages at change point of each location. (c) Due consideration shall be given to the possibility of future development of the area. (d) If future developement may cause a change in location class, the same shall be taken into consideration while determining its location class. | Item 20.70 | 15 | KM |
| 36 | 20.08 | SOIL SURVEYS: | Item 20.80 | ||
| 37 | 20.09 | SOIL RESISTIVITY SURVEY: Conducting soil resistivity surveys as per detailed scope enumerated in Special Conditions of Contract and tender specifications complete in all respects as follows including uploading all data on Owner's ArcGIS (ESRI) server: | Item 20.90 | ||
| 38 | 20.1 | Conducting Soil Resistivity Survey at intervals of 125 meters along the pipeline route as per the detailed scope of work specified in Special Conditions of Contract and Specifications of the Tender Document and directions of the Engineer-in Charge/ Site Engineer. | Item 20.100 | 15 | KM |
| 39 | 20.11 | Conducting Soil Resistivity Survey at SV/RCP/Station locations as per specifications & instructions of Engineer-in-Charge/ Site Engineer complete in all respect. (1 Set of reading per grid size of 35m x 35m). (Note: Unit 'EA' represents set of readings at one location/ point for purpose of payment). | Item 20.110 | 1 | EA |
| 40 | 20.12 | SOIL CHEMICAL ANALYSIS SURVEY: Conducting Soil Chemical Analysis survey for determination of PH value, Chemical analysis for cations i.e. Calcium, Magnesium, Sodium, Potassium and Anions i.e. Chloride, Sulphate, Sulphide, Carbonate, Bicarbonate, Nitrate, Phosphate, etc. as per specifications and directions of the Engineer-in-Charge/ Site Engineer & providing data in tabular form complete in all respect as per schedule including uploading all data on Owner's ArcGIS server. | Item 20.120 | ||
| 41 | 20.13 | Along the entire pipeline route at an interval of 1 KM as per specification. | Item 20.130 | 15 | KM |
| 42 | 20.14 | At SV/ RCP/ Station locations as per specifications (One set of reading per grid of size 35m x 35m). (Note: Unit 'EA' represents set of readingsat one location/ grid for purpose of payment). | Item 20.140 | 1 | EA |
| 43 | 20.15 | SOIL STRATIFICATION SURVEY: Conducting Soil Stratification Survey for determining stratification of Soil/ Rock as per detailed scope of work specified in Special Conditions of Contract and Specifications of the Tender Document and directions of the Engineer-in-Charge/ Site Engineer including providing the data in tabular form complete in all respect as per following schedule including uploading all data on Owner's ArcGIS server. | Item 20.150 | ||
| 44 | 20.16 | Along the pipeline route, including river crossings (excluding flowing river), by boring 100 mm diameter using Auger type equipment up to depth2.5 m from ground/ bed level or till rock is encountered, whichever is less, at an interval of 250 m and providing the results in tabular form as well as bore logs, ensuring at least one bore log at the centre location of dry rivers, as per Specification and directions of the Engineer-in-Charge/ Site Engineer. (Note: The bank to bank width of flowing rivers shall be deducted from the total length for payment purpose, as payment for soil stratification at flowing river locations shall be under relevant item given below). | Item 20.160 | 15 | KM |
| 45 | 20.17 | At both the banks of flowing river by auguring up to a depth of 5 m fromthe ground level or till rock is encountered, whichever is less in the bank of river as per the specification and providing the results in in tabular form. (Note: Readings of two bore holes at both banks of the river shall be considered as One unit of reading for payment). | Item 20.170 | 3 | EA |
| 46 | 20.18 | DATA GENERATION SURVEY: | Item 20.180 | ||
| 47 | 20.19 | Collection/ generation of data regarding Electrical HT crossing, location of existing CP unit & their Anode bed locations, railway both locomotive & Traction etc. across the entire pipeline as per the specifications and submitting data in tabular form complete in all respects and uploading all data on Owner's ArcGIS server. | Item 20.190 | 0.5 | LS |
| 48 | 20.2 | TECHNICAL REPORT: | Item 20.200 | ||
| 49 | 20.21 | Submission of final technical report, in hard copy (six sets) as well as soft copy (in CD), for detailed engineering survey containing detailed route survey, soil resistivity, soil chemical analysis & soil stratification details in three sets complete in all respects including complete descriptions, tables, graphs, analysis and any other details as per tender specifications and instruction of the Engineer-in-Charge/ Site Engineer. | Item 20.210 | 0.5 | LS |
| 50 | 20.22 | HYDROLOGICAL DATA COLLECTION/ GENERATION: | Item 20.220 | ||
| 51 | 20.23 | Collection of Hydrological data such as High Flood Level (HFL) Maximum Flood Discharge (Q), Average Velocity of Flow, extent of flood plains (based on previous floods), of all the rivers en-route, assessment of scour depth and flow pattern of rivers in the past 10 years. Relevant details shall be collected from the concerned Irrigation Deptt. office or other relevant sources. Other data based on hydrological survey of river crossings, as per details mentioned earlier, for design and installation of such crossings. (Note: Unit 'EA'represents set of details for one river for purpose of payment. | Item 20.230 | 3 | EA |
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