Indian Oil Corporation Limited-IOCL has published Reconnaissance Survey Detailed Engineering Survey Topographical Survey And Geotechnical Investigation Soil Surveys Cadastral Survey And Providing Services For Establishing Rou In Row For Proposed Atf Pipeline From Jatni Marketing Terminal To Bhubanes. Submission Date for this Tender is 08-02-2021. Soil Survey Tenders in Odisha Odisha. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 02-Feb-2021 | Addendum-1 | Date | 08-02-2021 |
| Name of Work: RECONNAISSANCE SURVEY, DETAILED ENGINEERING SURVEY, TOPOGRAPHICAL SURVEY & GEOTECHNICAL INVESTIGATION, SOIL SURVEYS, CADASTRAL SURVEY & PROVIDING SERVICES FOR ESTABLISHING ROU IN ROW FOR PROPOSED ATF PIPELINE FROM JATNI MARKETING TERMINAL TO BHUBANESWAR (AFS) TERMINAL (Approx. 20km). | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 2 | PART-A- DERS Jatni Bbn ATF Pipeline | Item 00010 | ||
| 2 | 3 | Carrying out Reconnaissance Survey of the pipeline route including desktop study followed by ground truth verification, evaluation o f alternative routes, preparation of route maps, crossing details and submission of reports in three copies complete as per specific ations and direction of Engineer-in-Charge/ Site Engineer. | Item 10.10 | 2 | KM |
| 3 | 4 | Carrying out Population Density Index survey along the pipeline route as per specifications and directions of Site Engineer/Engineer -in-Charge. | Item 10.20 | 20 | KM |
| 4 | 5 | Carrying out detailed engineering survey of the pipeline route for laying cross country pipeline as per the detailed scope of work e numerated in Special Conditions of Contract and specifications of the tender document and direction of Site Engineer/Engineer-in-Cha rge including all labour, material, etc., complete in all respect. | Item 10.30 | ||
| 5 | 6 | a) In new pipeline route | Item 10.40 | 20 | KM |
| 6 | 7 | Carrying out soil resistivity surveys as per detailed scope enumerated in Special Conditions of Contract and tender specifications c omplete in all respect as follows | Item 10.50 | ||
| 7 | 8 | Conducting soil resistivity survey at intervals of 125 metres along the pipeline route, as per the detailed scope of work specified in special conditions of contract and specifications of the tender document and direction of Site Engineer/ Engineer in charge. | Item 10.60 | 20 | KM |
| 8 | 9 | Conducting soil resistivity survey at station locations as per specifications & instructions of Site Engineer/ Engineer in charge co mplete in all respect.(1 set of reading per grid size of 75 feet x 75 feet) | Item 10.70 | 20 | EA |
| 9 | 10 | Conducting soil chemical analysis survey for determination of PH value, chemical analysis for Cations i.e. Calcium, Magnesium, Sodiu m, Potassium and Anions i.e Chloride, Sulphate, Sulphide, Carbonate, Bicarbonate, Nitrate, Phosphate,etc. as per specifications and direction of Site Engineer/ Engineer-in-Charge & providing data in tabular form complete in all respect as per the following:- | Item 10.80 | ||
| 10 | 11 | Along the pipeline route at an interval of 1km as per specification. | Item 10.90 | 20 | KM |
| 11 | 12 | At station locations, as per specification (1set of reading per grid of size 75feet x 75feet). | Item 10.100 | 20 | EA |
| 12 | 13 | "Soil Stratification Survey Conducting Soil Stratification Survey for determining stratification of soil/rock as detailed in tender specifications and as per d irection of Site Engineer/ Engineer-in-Charge including providing the data in tabular form complete in all respect as per the follow ing: " | Item 10.110 | ||
| 13 | 14 | Along the pipeline route excluding river crossing by boring 100 mm dia. using auger type equipments up to a depth of 2.5 m from gro und level or till rock is encountered, whichever is less at an interval of 250 m and providing the result in tabular form as per spe cification. | Item 10.120 | 20 | KM |
| 14 | 15 | "Data Generation Survey Collection/ generation of data regarding Electrical HT crossing, location of existing CP unit & their Anode bed locations, railway ( both locomotive & Traction) etc. as per the specifications and submitting data in tabular form complete in all respect as per specif ications and direction of Site Engineer/Engineer-in-Charge." | Item 10.130 | 1 | LS |
| 15 | 16 | "Technical Report Submission of final technical report in six sets complete in all respect, including complete descriptions of tests supported by tabl es, graphs, analysis and any other measure as deemed fit to describe the data complete in all respect as per specifications and dire ction of Site Engineer/Engineer-in-Charge." | Item 10.140 | 1 | LS |
| 16 | 17 | "Cadastral Survey Carrying out Cadastral Survey of the pipeline route and other activities up to preparation & submission of schedule u/s 3(1) for es tablishing Right of User(ROU) in Right of Way(ROW) under P&MP Act, 1962 for laying cross country pipeline including development of t he computer software as per detailed scope of work enumerated in terms & conditions of the tender document and direction of Site Eng ineer / Engineer-in-Charge inclusive of all labour, material, equipment etc., complete in all respects." | Item 10.150 | ||
| 17 | 18 | For acquiring ROW of 18m width for new pipeline route | Item 10.160 | 7 | KM |
| 18 | 19 | Carrying out videography through UAS/Drone of ROW of hydrocarbon pipeline using GNSS and calibration camera of 20 MP for ROW corrido r including of mobilization, vehicle, manpower, machine and marking some points every regular interval to identify the chainages s o as to have seamless view for certain stretches. Delivery will be in patches of 1 km to 1.5 route length due to excessive file size s. All files to be serially numbers in sequential manner including delivery of data in hard drive, coverage of width in plan on alr eady identified route. Sharing all images with IOCL in seamless manner for future reference , cost of hard disk and transfer images in owner's server included in cost, complete in all respect as per specification and direction of EIC. | Item 10.170 | 20 | KM |
| 19 | 20 | "Providing of RCC precast pillars Providing and fixing at or near ground level precast reinforced cement concrete in pillars / markers etc. as per approved pattern an d 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 w ith 300 mm X 300 mm X 300 mm footing below ground including the cost of required excavation, centering, shuttering, reinforcement, b ackfilling, painting with super acrylic emulsion paint of make Rangoli/Berger or equivalent on the exposed surface and writing of le tters complete. a)1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)" | Item 10.180 | 120 | EA |
| 20 | 21 | PART-B- DERS Jatni Bbn ATF Pipeline | Item 00020 | ||
| 21 | 22 | Carrying out contour survey and developing the contour map with level at 10 M c/c and contours at 0.5 M interval including staking a nd marking of plot boundary and development of drawings as per specification and direction of Engineer-in-Charge complete in all res pects. Note: This also includes setting/fixing and construction of Permanent Reference Pillar (Bench Mark) with erection of insert p late, engraving coordinates and levels etc. all complete as per direction of Engineer-in-charge. Note: The item also includes furnis hing of High Flood Level of the area. | Item 20.10 | 8000 | SQM |
| 22 | 23 | "Deployment & Erection of Boring craft & Rig in each borehole location as per specifications, SCC, Scope of work and direction of En gineer in-charge. Note: i) Boring depth shall be measured from Ground Level/River Bed level. Depth of actual soil strata bored / rock strata drilled shall be considered for payment. ii) Mere deployment of rig/ boring/drilling in river bed will not be considered as deployment / boring/drilling ""in water"" unless it is actually carried out in water. iii) Rate shall be inclusive of grouting back the boreholes as specified including cost for material, equipments and labour. iv) Core recovery >25 % shall be designated as rock v) Recording of rock core characterstics shall be as per specification." | Item 20.20 | ||
| 23 | 24 | In Land | Item 20.30 | 8 | EA |
| 24 | 25 | "Conducting Boring at Site in soil, Depth from GL/Bed level as per specifications, SCC, Scope of work and direction of Engineer in-c harge. Note: i) Boring depth shall be measured from Ground Level/River Bed level. Depth of actual soil strata bored / rock strata drilled shall be considered for payment. ii) Mere deployment of rig/ boring/drilling in river bed will not be considered as deployment / boring/drilling ""in water"" unless it is actually carried out in water. iii) Rate shall be inclusive of grouting back the boreholes as specified including cost for material, equipments and labour. iv) Core recovery >25 % shall be designated as rock v) Recording of rock core characterstics shall be as per specification." | Item 20.40 | ||
| 25 | 26 | In Land | Item 20.50 | 110 | M |
| 26 | 27 | "Drilling through rock with Nx size double tube core barrel upto a depth as specified in SCC below GL/bed level using TC bit/diamon d bit as per specifications, SCC, Scope of work and direction of Engineer in-charge. Note: i) Boring depth shall be measured from Ground Level/River Bed level. Depth of actual soil strata bored / rock strata drilled shall be considered for payment. ii) Mere deployment of rig/ boring/drilling in river bed will not be considered as deployment / boring/drilling ""in water"" unless it is actually carried out in water. iii) Rate shall be inclusive of grouting back the boreholes as specified including cost for material, equipments and labour. iv) Core recovery >25 % shall be designated as rock v) Recording of rock core characterstics shall be as per specification." | Item 20.60 | ||
| 27 | 28 | In Land | Item 20.70 | 20 | M |
| 28 | 29 | Standard Peneteration Test at different depth as per specifications,SCC, Scope of work and direction of Engineer in-charge. | Item 20.80 | 60 | EA |
| 29 | 30 | Plate Load Test | Item 20.90 | 2 | EA |
| 30 | 31 | Cyclic Plate | Item 20.100 | 2 | EA |
| 31 | 32 | Trial Pits | Item 20.110 | 54 | CUM |
| 32 | 33 | Collection of undisturbed samples at different depth as per specifications, SCC, Scope of work and direction of Engineer in-charge. | Item 20.120 | 30 | EA |
| 33 | 34 | Collection of disturbed samples at different depth as per specifications, SCC, Scope of work and direction of Engineer in-charge. | Item 20.130 | 45 | EA |
| 34 | 35 | Collection of Ground water samples & its chemical analysisas per specifications,SCC, scope of work and direction of Engineerin-charg e (only for Stations) | Item 20.140 | 2 | EA |
| 35 | 36 | Static Cone Penetration Test (SCPT) upto a depth of 20 M as per Specifications, Scope of Work and directions of Engineer-in-Charge ( for above-ground storage tanks in Stations) | Item 20.150 | 2 | EA |
| 36 | 37 | Conducting in-situ analysis for dynamic properties of soil as per specifications,scope of work and direction of Engineer in-charge ( for MLPU foundations in Stations). | Item 20.160 | 1 | EA |
| 37 | 38 | Laboratory Tests | Item 20.170 | ||
| 38 | 39 | (i) Particle Size Distribution | Item 20.180 | ||
| 39 | 40 | (a) Sieve analysis. | Item 20.190 | 40 | EA |
| 40 | 41 | (b) Hydrometer analysis | Item 20.200 | 20 | EA |
| 41 | 42 | (ii) Atterberg limits. | Item 20.210 | 30 | EA |
| 42 | 43 | (iii) Natural moisture content. | Item 20.220 | 30 | EA |
| 43 | 44 | (iv) Bulk density of soil | Item 20.230 | 30 | EA |
| 44 | 45 | (v) Dry density of soil | Item 20.240 | 30 | EA |
| 45 | 46 | (vi) Specific Gravity | Item 20.250 | 20 | EA |
| 46 | 47 | (vii) Direct Shear Test | Item 20.260 | 15 | EA |
| 47 | 48 | (viii) Triaxial Shear Test (UD) | Item 20.270 | 15 | EA |
| 48 | 49 | (ix) Permeability Test | Item 20.280 | 10 | EA |
| 49 | 50 | (x) Consolidation Test | Item 20.290 | 10 | EA |
| 50 | 51 | (xi) Unconfined Compression Test | Item 20.300 | 15 | EA |
| 51 | 52 | (xii) Swelling Pressure Test | Item 20.310 | 15 | EA |
| 52 | 53 | (xiii) Free Swell Index Test | Item 20.320 | 15 | EA |
| 53 | 54 | (xiv) Shrinkage Limit Test | Item 20.330 | 15 | EA |
| 54 | 55 | (xv) Uniaxial compressive strength of rock sample | Item 20.340 | 10 | EA |
| 55 | 56 | (xvi) Specific gravity test of rock sample | Item 20.350 | 10 | EA |
| 56 | 57 | (xvii) California Bearing Ratio - Soaked | Item 20.360 | 2 | EA |
| 57 | 58 | (xviii) California Bearing Ratio -UnSoaked | Item 20.370 | 2 | EA |
| 58 | 59 | (xix) Chemical Analysis | Item 20.380 | 2 | EA |
| 59 | 60 | Preparation and Submission of Soil investigation report for HDD locations & stations including transfering the route alignment at si te for fixing of bore hole points, preparation and submission of crossing profile of rivers, canals and water bodies, preparation an d submission of plans and drawings, hydrological data of rivers, canals and water bodies all complete as per specifications, SCC, Scope of work and direction of Engineer in-charge. | Item 20.390 | 1 | LS |
| 60 | 61 | PART-C- DERS Jatni Bbn ATF Pipeline | Item 00030 | ||
| 61 | 62 | "Providing Services for Establishing ROU Providing services for establishing Right of users (ROU) in Right of way (ROW) as per P&MP Act, 1962, for laying cross country pipel ine as per detailed scope of work enumerated in terms & conditions of the tender document and direction of Site Engineer / Engineer- in-Charge inclusive of all labour, material, equipment etc., complete in all respects." | Item 30.10 | ||
| 62 | 63 | For acquiring ROW of 18m width for newly proposed pipeline. | Item 30.20 | 7 | KM |
| 63 | 64 | Cost of publication of Gazette notification under section 3(1) & 6(1) of P&MP Act, 1962 | Item 30.30 | 7 | KM |
| 64 | 65 | "Obtaining Approvals / Permissions Obtaining approvals / permissions from appropriate respective State / National and other Statutory Authorities for the various pipel ine crossings enroute such as National Highways, State Highways, other roads, rail, river, canal / drain crossings or any other util ity crossings, Forest permission, etc. as per detailed scope of work specified in special conditions of contract and specifications of the tender document and direction of Site Engineer / Engineer-in-Charge, complete in all respect. Note: 1. Payment shall be made for obtaining each permission. Cluster of crossings needing permission from the same Authority, shall be co nsidered as one permission for the purpose of payment. 2. For Railway crossing, each crossing shall be treated as separate and payment shall be made on unit basis. " | Item 30.40 | ||
| 65 | 66 | National Highway crossings under each authority | Item 30.50 | 1 | EA |
| 66 | 67 | State Highway crossings under each authority | Item 30.60 | 1 | EA |
| 67 | 68 | Other road crossings under each authority | Item 30.70 | 1 | EA |
| 68 | 69 | Other pipeline crossings and utilities | Item 30.80 | 1 | EA |
| 69 | 70 | Water bodies like ponds, lakes, creek, etc. under each Authority | Item 30.90 | 1 | EA |
| 70 | 71 | PART-D- DERS Jatni Bbn ATF Pipeline | Item 00040 | ||
| 71 | 72 | "Providing ROW Services During Construction Providing services related to opening of Right of Way (ROW) and other activities after ROU acquisition, including serving notice, ma king of panchnama, collection of rates for crops, preparation of compensation, providing all necessary help in closing of ROW, all c omplete, as per requirement of pipeline laying works, detailed scope of work, specification of tender document and direction of Site Engineer / Engineer-in-Charge inclusive of all labour, material, equipment etc., complete in all respect." | Item 40.10 | 7 | KM |
| 72 | 73 | "Establishment of camp office Total monthly payment on account of setting up of camp office in each spread. The unit ""Month"" shall be treated as per month per c amp office for payment. Note:- (1) The camp office(s) in different spreads shall be setup after issuance of specific notice for Part-D works by EIC. (2) One camp office shall be set up in each spread.Each camp office shall have minimum three (3 no.) manpower for carrying out day-t o-day activities. (3) The total monthly payment for keeping the camp operational with minimum required manpower, as per point (2) above, shall be paid on a lump-sum basis. (4) Merely keeping a camp will not entitle the contractor to claim monthly establishment charges. Monthly charges for keeping the ca mp operational shall be made after certification from E.I.C that camp with requisite manpower has actually been deployed for achievi ng the required progress as per schedule. No payment towards monthly charges for camp office shall be made if contractor fails to pr ovide the required services to match with the desired progress as per EIC. The decision of Engineer-in- Charge for certifying the re lease/non- release of monthly establishment cost will be final and binding." | Item 40.20 | 6 | MON |
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