HIRING OF AGENCY FOR ROUTE SURVEY, GPR SURVEY AND ALLIED SERVICES ON 2 YEARS ANNUAL RATE CONTRACT BASIS FOR 9 GAS OF GAIL GAS

Amount

SARAIKELA-KHARSAWAN/ WEST SINGHBHUM and GIRIDIH-DHANBAD

Survey of pipe line and Area

TOPOGRAPHICAL SURVEY

To carry out detailed Topographic Survey at different locations of Plots/Area of SV Station/CNG Stations etc. along with survey of the approaches of these stations from the nearest roads using survey instruments and giving complete details in the form of drawings (in the scale of 1:100) and reports in 4 copies on white paper sheets and editable CAD output on CD/DVD all complete as per specifications, drawings and direction of the Engineer-in-charge.

ROUTE SURVEY FOR STEEL PIPELINE

Preliminary route survey (Reconnaissance Survey): Carrying out reconnaissance survey as per Specification/Scope of work in the tender and instructions of Engineer-in-Charge and submissin of four coloured drawings and report.

Detailed Grid Line Survey Carrying out detailed survey along proposed gas pipeline routes for a width of 30m on either side as per specifications and tender document, approved route and submit all Reports and drawingsalong with original editableCAD outputincluding all data.

Detailed Grid Line Survey Carrying out detailed survey along existing gas pipeline routes for a width of 30m on either side as per specifications and tender document, approved route and submit all Reports and drawingsalong with original editableCAD outputincluding all data.

Soil Stratification along Pipe Route Carrying out Soil Startification work along the pipeline route as per specification including and providing all men, tools, tackles, materials, testing equipment and other equipment other support facilities including mobilization and demobilization etc as per tender document, The boring shall be either terminated at a depth of 3 M below NGL or on top of bed rock if rock is encountered at a depth of less than 3 M. and Boreholes shall be made at intervals of 500 M along the pipeline route, at all intermediate points where there is apparently a change in the type of soil and at any other place as directed by direction of Engineer-in-Charge.

CORROSION SURVEY

(Corrosion Survey) Carrying out corrosion survey including measurement of soil resistivity at a depth of 1.0, 1.5 & 2.0 m interval at every 500 m, chemical analysis of soil/water, collection of additional data related to cathodic protection as per specification including providing man power, tools, tackles, materials, soil resistivity testing equipment, pipe/cable locator & other supporting facilities etc. including mobilisation & demobilisation necessary for survey and associated works, including compilation and presentation of data in four sets of Corrosion Survey Report as per technical specification, drawings, implementation schedule and other provisions of the tender document and instructions of Engineer-in-charge

CROSSING SURVEY

Crossing Survey (To carry out a detailed survey covering a proposed crossing for Gas Pipeline using survey instruments and giving Planimetry and ground profile (Section) details and levels at 5m intervals as per technical specification, tender document and direction of EIC ) Through a road, boundary wall, channel/major drain embanKMent, sewerage tunnel, service tunnel and similar obstructions, covering at least width of 20 m on either side of proposed crossing,including marking of Crossing drwings required for obtaining crossing permissions, all complete as per specifications and the direction on Engineeer-in- charge

Crossing Survey (To carry out a detailed survey covering a proposed crossing for Gas Pipeline using survey instruments and giving Planimetry and ground profile (Section) details and levels at 5m interval as per technical specification, tender document and direction of EIC ) Through a large carriageway, water body, railways, flyover /over bridge, subways, and similar obstructions - covering at least a width of 35 m on either side of proposed crossing including marking of Crossing drwings required for obtaining crossing permissions, all complete as per specifications and the direction of Engineer-in-charge.

GEOTECHNICAL INVESTIGATION IN PLOTS

Carrying out complete Geotechnical Investigation for the depth specified or as per Engineer-In-Charge in Receiving Terminal/SV Station /IP Station/ Despatch Station or as per direction of Engineer-In- Charge as enlisted in the tender in scope of work including providing borehole location coordinates, manpower, tools, tackles, materials, survey equipments, drilling rigs, soil testing equipment, other equipments, other support facilities necessary for the survey and associated work and submitting Final Geotechnical Report (along with the soft copy) incorporating all field and laboratory data and recommending the type of foundation and the safe bearing pressure for the proposed sites, Drawings, Data etc. (One Lot) in an approved format drawings, approved QAP, implementation schedule and other provisions of the Tender Document and instructions of the Engineer-in-charge.

By Boring of minimum 150 mm dia boreholes upto a max. depth as specified or refusal strata (REFUSAL means when N> 100 for 30 cms of penetration) in all type of soil.

Field Investigations

Conducting Standard Penetration Tests in Boreholes as specified as decided by EIC.

Collecting 100 mm dia undisturbed sample form boreholes as specified as decided by EIC.

Collecting Disturbed samples from Bore Holes

Conducting the following laboratory tests as specified as decided by EIC in NABL accredated labarotary

Atterberg's Limit (Liquid Limit & Plastic Limit)

Natural Moisture Content

Bulk and Dry Density

Specific gravity and Void ratio

Ground Water level

Grain Size Analysis and IS Classification

Direct Shear Test

Chemical Analysis of Soil & Sub-soil water- pH, Chloride & Sulphate

GEOTECHNICAL INVESTIGATION IN RIVERS

Carrying out complete Geotechnical Investigation for the depth specified against each crossing as specified or as per Engineer-In-Charge at various major/minor water bodies crossing sites as enlisted in the tender in scope of work including providing borehole location coordinates, manpower, tools, tackles, materials, survey boats, echo-sounder, drilling rigs, soil testing equipment, other equipment, other support facilities necessary for the survey and associated work and submitting Final Geotechnical Report (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. (including Hydrologicalstudies as per Technical Specification) 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.

By Boring of minimum 150 mm dia boreholes as specified in specific requirement through all kinds of soil excluding hard rock

On River/ Water Bodies Bank

In River / Water Bodies Bed including making necessary arrangement for supplying floating plate form, boring / drilling/ other associated equipment & shifting etc all complete.

Drilling through rock/boulder strata (where SPT value is greater than 100) with minimum Nx size bit as per instruction of Engineer-in-charge.

On River/ Water Bodies Bank

In River / Water bodies bed including making necessary arrangement for supplying floating plate form, boring / drilling/ other associated equipment & shifting etc all complete. Note: Measurement should be for actual depth from bed level.

Field Investigations

Conducting Standard Penetration Tests in Boreholes as specified as decided by EIC.

Collecting 100 mm dia undisturbed sample form boreholes as specified as decided by EIC.

Collecting Disturbed samples from Bore Holes

Conducting the following laboratory tests as specified as decided by EIC in NABL accredated labarotary

Atterberg's Limit (Liquid Limit & Plastic Limit)

Natural Moisture Content

Bulk and Dry Density

Specific gravity and Void ratio

Ground Water level

Grain Size Analysis and IS Classification

Direct Shear Test

Chemical Analysis of Soil & Sub-soil water- pH, Chloride & Sulphate

Laboratory test on rock sample as specified/ as decided by EIC

Core Recovery (RQD)

Point Load Test

1. Survey for individual river / water body crossing would be carried out and drawings for each crossing shall be submitted on separate sheets.

2. The numbers of Boreholes as well as depth may vary depending on site condition / direction of Engineering - In-charge. The depth of Borehole inside water bodies shall be from the bed level.

3. Actual bank to bank width of rivers may change depending on the crossing locations at the time of survey.

AREA SURVEY

Area Survey for MDPE Network To carryout Area survey and propose a feasible route for laying the proposed pipeline network and to identify and record all the features of the area surveyed along with building, structures, drains pavements, roads etc. and including those likely to have bearing on alignment of proposed pipeline and to propose a pipeline route with respect to plot boundary giving offset from the nearest boundary which will have least obstruction, marking obstruction, if any, identify the type of building type of road back lanes required to be cut to lay the pipelines, all the field data to be collected, superimposing the same on digitized satellite high resolution image (as mentioned in item no. K ) and developing the drawings / maps in scale 1:250 with full details marked, check and confirm completeness of data all complete as per specifications drawings and direction of the engineer-in-charge and giving drawings in 4 copies along with original editable CAD output including all data.

Ground Penetration Radar (GPR) Survey.

Carrying out subsurface utility survey along the proposed pipeline route and/or as specified by Eingineer -In-Charge for 5 m corridor using Ground Penetrating Radar (GPR) for depth upto 5 m below the existing ground level to locate and identify all existing underground utilities /buried objects including but not limited to pipelines , sewers, conduits, cables, drain, manholes , appurtenances etc in the proposed corridor along with location ,DGPS coordinates,depth,shape and dimensional detals of utilities . Four (4) copies of report and drawing incorporating all collected datas shall be submitted as per scope of work and direction of Engineer-in-charge .Scale of drawing shall be Planimetry (X axis 1:1000,Y axis 1:100),Longitudnal Section (Z axis 1:100) and Transverse section at critical location.

PERMISSIONS

PIPELINE LAYING

National Highway

State Highway

District/ Gram Panchayat Roads

State PWD

Local Development Authority

Nagar Palika/ Municipal Corporation

Social Forest

Protected Reserved Forest

NOTE: Above Pipeline Laying Includes Multiple Crossing in Particular Line segment. However, standalone crossing permissions should be processed with a separate SOR.

CROSSING PERMISSIONS

National Highway

State Highway

District/ Gram Panchayat Roads

State PWD

Local Development Authority

Nagar Palika/ Municipal Corporation

Social Forest

Protected Reserved Forest

Railways

River/ Water Body Crossing

Nallah/ Drain

NOC from District Authorities to set up and operate COO CNG Station/ LCNG Station/ DCU including FIRE NOC

Statutory Clearance for PESO approval to set-up and operate DCU/LCNG Station/COCO CNG Station/Steel Pipeline.

Factory License for COCO CNG/LNG/LCNG Stations.

Number of permissions shall be considered based on number of Applications made to various authorities. Application shall be put up as per Approval of owner's representative.

MOBILIZATION & DEMOBILIZATION

Mobilization and demobilization and relocation of equipments, necessary plant and personnel at the test stations on land and in water for carrying out complete Geotechnical, Topographical & Hydrological Investigation as described in specification for various plots / terminals and for rivers/water bodies crossing sites as enlisted in the tender and listed out in details in scope of work.

In Plots / terminals for carrying Topgraphic survey & Geo technical investigations

In Major water bodies for carrying out Hydrographic survey and Geotechnical Investigations

Description of Work / Item(s)

Amount

MIRZAPUR- CHANDAULI - SONBHADRA

Survey of pipe line and Area

TOPOGRAPHICAL SURVEY

To carry out detailed Topographic Survey at different locations of Plots/Area of SV Station/CNG Stations etc. along with survey of the approaches of these stations from the nearest roads using survey instruments and giving complete details in the form of drawings (in the scale of 1:100) and reports in 4 copies on white paper sheets and editable CAD output on CD/DVD all complete as per specifications, drawings and direction of the Engineer-in-charge.

ROUTE SURVEY FOR STEEL PIPELINE

Preliminary route survey (Reconnaissance Survey): Carrying out reconnaissance survey as per Specification/Scope of work in the tender and instructions of Engineer-in-Charge and submissin of four coloured drawings and report.

Detailed Grid Line Survey Carrying out detailed survey along proposed gas pipeline routes for a width of 30m on either side as per specifications and tender document, approved route and submit all Reports and drawingsalong with original editableCAD outputincluding all data.

Detailed Grid Line Survey Carrying out detailed survey along existing gas pipeline routes for a width of 30m on either side as per specifications and tender document, approved route and submit all Reports and drawingsalong with original editableCAD outputincluding all data.

Soil Stratification along Pipe Route Carrying out Soil Startification work along the pipeline route as per specification including and providing all men, tools, tackles, materials, testing equipment and other equipment other support facilities including mobilization and demobilization etc as per tender document, The boring shall be either terminated at a depth of 3 M below NGL or on top of bed rock if rock is encountered at a depth of less than 3 M. and Boreholes shall be made at intervals of 500 M along the pipeline route, at all intermediate points where there is apparently a change in the type of soil and at any other place as directed by direction of Engineer-in-Charge.

CORROSION SURVEY

(Corrosion Survey) Carrying out corrosion survey including measurement of soil resistivity at a depth of 1.0, 1.5 & 2.0 m interval at every 500 m, chemical analysis of soil/water, collection of additional data related to cathodic protection as per specification including providing man power, tools, tackles, materials, soil resistivity testing equipment, pipe/cable locator & other supporting facilities etc. including mobilisation & demobilisation necessary for survey and associated works, including compilation and presentation of data in four sets of Corrosion Survey Report as per technical specification, drawings, implementation schedule and other provisions of the tender document and instructions of Engineer-in-charge

CROSSING SURVEY

Crossing Survey (To carry out a detailed survey covering a proposed crossing for Gas Pipeline using survey instruments and giving Planimetry and ground profile (Section) details and levels at 5m intervals as per technical specification, tender document and direction of EIC ) Through a road, boundary wall, channel/major drain embanKMent, sewerage tunnel, service tunnel and similar obstructions, covering at least width of 20 m on either side of proposed crossing,including marking of Crossing drwings required for obtaining crossing permissions, all complete as per specifications and the direction on Engineeer-in- charge

Crossing Survey (To carry out a detailed survey covering a proposed crossing for Gas Pipeline using survey instruments and giving Planimetry and ground profile (Section) details and levels at 5m interval as per technical specification, tender document and direction of EIC ) Through a large carriageway, water body, railways, flyover /over bridge, subways, and similar obstructions - covering at least a width of 35 m on either side of proposed crossing including marking of Crossing drwings required for obtaining crossing permissions, all complete as per specifications and the direction of Engineer-in-charge.

GEOTECHNICAL INVESTIGATION IN PLOTS

Carrying out complete Geotechnical Investigation for the depth specified or as per Engineer-In-Charge in Receiving Terminal/SV Station /IP Station/ Despatch Station or as per direction of Engineer-In- Charge as enlisted in the tender in scope of work including providing borehole location coordinates, manpower, tools, tackles, materials, survey equipments, drilling rigs, soil testing equipment, other equipments, other support facilities necessary for the survey and associated work and submitting Final Geotechnical Report (along with the soft copy) incorporating all field and laboratory data and recommending the type of foundation and the safe bearing pressure for the proposed sites, Drawings, Data etc. (One Lot) in an approved format drawings, approved QAP, implementation schedule and other provisions of the Tender Document and instructions of the Engineer-in-charge.

By Boring of minimum 150 mm dia boreholes upto a max. depth as specified or refusal strata (REFUSAL means when N> 100 for 30 cms of penetration) in all type of soil.

Field Investigations

Conducting Standard Penetration Tests in Boreholes as specified as decided by EIC.

Collecting 100 mm dia undisturbed sample form boreholes as specified as decided by EIC.

Collecting Disturbed samples from Bore Holes

Conducting the following laboratory tests as specified as decided by EIC in NABL accredated labarotary

Atterberg's Limit (Liquid Limit & Plastic Limit)

Natural Moisture Content

Bulk and Dry Density

Specific gravity and Void ratio

Ground Water level

Grain Size Analysis and IS Classification

Direct Shear Test

Chemical Analysis of Soil & Sub-soil water- pH, Chloride & Sulphate

GEOTECHNICAL INVESTIGATION IN RIVERS

Carrying out complete Geotechnical Investigation for the depth specified against each crossing as specified or as per Engineer-In-Charge at various major/minor water bodies crossing sites as enlisted in the tender in scope of work including providing borehole location coordinates, manpower, tools, tackles, materials, survey boats, echo-sounder, drilling rigs, soil testing equipment, other equipment, other support facilities necessary for the survey and associated work and submitting Final Geotechnical Report (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. (including Hydrologicalstudies as per Technical Specification) 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.

By Boring of minimum 150 mm dia boreholes as specified in specific requirement through all kinds of soil excluding hard rock

On River/ Water Bodies Bank

In River / Water Bodies Bed including making necessary arrangement for supplying floating plate form, boring / drilling/ other associated equipment & shifting etc all complete.

Drilling through rock/boulder strata (where SPT value is greater than 100) with minimum Nx size bit as per instruction of Engineer-in-charge.

On River/ Water Bodies Bank

In River / Water bodies bed including making necessary arrangement for supplying floating plate form, boring / drilling/ other associated equipment & shifting etc all complete. Note: Measurement should be for actual depth from bed level.

Field Investigations

Conducting Standard Penetration Tests in Boreholes as specified as decided by EIC.

Collecting 100 mm dia undisturbed sample form boreholes as specified as decided by EIC.

Collecting Disturbed samples from Bore Holes

Conducting the following laboratory tests as specified as decided by EIC in NABL accredated labarotary

Atterberg's Limit (Liquid Limit & Plastic Limit)

Natural Moisture Content

Bulk and Dry Density

Specific gravity and Void ratio

Ground Water level

Grain Size Analysis and IS Classification

Direct Shear Test

Chemical Analysis of Soil & Sub-soil water- pH, Chloride & Sulphate

Laboratory test on rock sample as specified/ as decided by EIC

Core Recovery (RQD)

Point Load Test

1. Survey for individual river / water body crossing would be carried out and drawings for each crossing shall be submitted on separate sheets.

2. The numbers of Boreholes as well as depth may vary depending on site condition / direction of Engineering - In-charge. The depth of Borehole inside water bodies shall be from the bed level.

3. Actual bank to bank width of rivers may change depending on the crossing locations at the time of survey.

AREA SURVEY

Area Survey for MDPE Network To carryout Area survey and propose a feasible route for laying the proposed pipeline network and to identify and record all the features of the area surveyed along with building, structures, drains pavements, roads etc. and including those likely to have bearing on alignment of proposed pipeline and to propose a pipeline route with respect to plot boundary giving offset from the nearest boundary which will have least obstruction, marking obstruction, if any, identify the type of building type of road back lanes required to be cut to lay the pipelines, all the field data to be collected, superimposing the same on digitized satellite high resolution image (as mentioned in item no. K ) and developing the drawings / maps in scale 1:250 with full details marked, check and confirm completeness of data all complete as per specifications drawings and direction of the engineer-in-charge and giving drawings in 4 copies along with original editable CAD output including all data.

Ground Penetration Radar (GPR) Survey.

Carrying out subsurface utility survey along the proposed pipeline route and/or as specified by Eingineer -In-Charge for 5 m corridor using Ground Penetrating Radar (GPR) for depth upto 5 m below the existing ground level to locate and identify all existing underground utilities /buried objects including but not limited to pipelines , sewers, conduits, cables, drain, manholes , appurtenances etc in the proposed corridor along with location ,DGPS coordinates,depth,shape and dimensional detals of utilities . Four (4) copies of report and drawing incorporating all collected datas shall be submitted as per scope of work and direction of Engineer-in-charge .Scale of drawing shall be Planimetry (X axis 1:1000,Y axis 1:100),Longitudnal Section (Z axis 1:100) and Transverse section at critical location.

PERMISSIONS

PIPELINE LAYING

National Highway

State Highway

District/ Gram Panchayat Roads

State PWD

Local Development Authority

Nagar Palika/ Municipal Corporation

Social Forest

Protected Reserved Forest

NOTE: Above Pipeline Laying Includes Multiple Crossing in Particular Line segment. However, standalone crossing permissions should be processed with a separate SOR.

CROSSING PERMISSIONS

National Highway

State Highway

District/ Gram Panchayat Roads

State PWD

Local Development Authority

Nagar Palika/ Municipal Corporation

Social Forest

Protected Reserved Forest

Railways

River/ Water Body Crossing

Nallah/ Drain

NOC from District Authorities to set up and operate COO CNG Station/ LCNG Station/ DCU including FIRE NOC

Statutory Clearance for PESO approval to set-up and operate DCU/LCNG Station/COCO CNG Station/Steel Pipeline.

Factory License for COCO CNG/LNG/LCNG Stations.

Number of permissions shall be considered based on number of Applications made to various authorities. Application shall be put up as per Approval of owner's representative.

MOBILIZATION & DEMOBILIZATION

Mobilization and demobilization and relocation of equipments, necessary plant and personnel at the test stations on land and in water for carrying out complete Geotechnical, Topographical & Hydrological Investigation as described in specification for various plots / terminals and for rivers/water bodies crossing sites as enlisted in the tender and listed out in details in scope of work.

In Plots / terminals for carrying Topgraphic survey & Geo technical investigations

In Major water bodies for carrying out Hydrographic survey and Geotechnical Investigations

Description of Work / Item(s)

Amount

DEHRADUN

Survey of pipe line and Area

TOPOGRAPHICAL SURVEY

To carry out detailed Topographic Survey at different locations of Plots/Area of SV Station/CNG Stations etc. along with survey of the approaches of these stations from the nearest roads using survey instruments and giving complete details in the form of drawings (in the scale of 1:100) and reports in 4 copies on white paper sheets and editable CAD output on CD/DVD all complete as per specifications, drawings and direction of the Engineer-in-charge.

ROUTE SURVEY FOR STEEL PIPELINE

Preliminary route survey (Reconnaissance Survey): Carrying out reconnaissance survey as per Specification/Scope of work in the tender and instructions of Engineer-in-Charge and submissin of four coloured drawings and report.

Detailed Grid Line Survey Carrying out detailed survey along proposed gas pipeline routes for a width of 30m on either side as per specifications and tender document, approved route and submit all Reports and drawingsalong with original editableCAD outputincluding all data.

Detailed Grid Line Survey Carrying out detailed survey along existing gas pipeline routes for a width of 30m on either side as per specifications and tender document, approved route and submit all Reports and drawingsalong with original editableCAD outputincluding all data.

Soil Stratification along Pipe Route Carrying out Soil Startification work along the pipeline route as per specification including and providing all men, tools, tackles, materials, testing equipment and other equipment other support facilities including mobilization and demobilization etc as per tender document, The boring shall be either terminated at a depth of 3 M below NGL or on top of bed rock if rock is encountered at a depth of less than 3 M. and Boreholes shall be made at intervals of 500 M along the pipeline route, at all intermediate points where there is apparently a change in the type of soil and at any other place as directed by direction of Engineer-in-Charge.

CORROSION SURVEY

(Corrosion Survey) Carrying out corrosion survey including measurement of soil resistivity at a depth of 1.0, 1.5 & 2.0 m interval at every 500 m, chemical analysis of soil/water, collection of additional data related to cathodic protection as per specification including providing man power, tools, tackles, materials, soil resistivity testing equipment, pipe/cable locator & other supporting facilities etc. including mobilisation & demobilisation necessary for survey and associated works, including compilation and presentation of data in four sets of Corrosion Survey Report as per technical specification, drawings, implementation schedule and other provisions of the tender document and instructions of Engineer-in-charge

CROSSING SURVEY

Crossing Survey (To carry out a detailed survey covering a proposed crossing for Gas Pipeline using survey instruments and giving Planimetry and ground profile (Section) details and levels at 5m intervals as per technical specification, tender document and direction of EIC ) Through a road, boundary wall, channel/major drain embanKMent, sewerage tunnel, service tunnel and similar obstructions, covering at least width of 20 m on either side of proposed crossing,including marking of Crossing drwings required for obtaining crossing permissions, all complete as per specifications and the direction on Engineeer-in- charge

Crossing Survey (To carry out a detailed survey covering a proposed crossing for Gas Pipeline using survey instruments and giving Planimetry and ground profile (Section) details and levels at 5m interval as per technical specification, tender document and direction of EIC ) Through a large carriageway, water body, railways, flyover /over bridge, subways, and similar obstructions - covering at least a width of 35 m on either side of proposed crossing including marking of Crossing drwings required for obtaining crossing permissions, all complete as per specifications and the direction of Engineer-in-charge.

GEOTECHNICAL INVESTIGATION IN PLOTS

Carrying out complete Geotechnical Investigation for the depth specified or as per Engineer-In-Charge in Receiving Terminal/SV Station /IP Station/ Despatch Station or as per direction of Engineer-In- Charge as enlisted in the tender in scope of work including providing borehole location coordinates, manpower, tools, tackles, materials, survey equipments, drilling rigs, soil testing equipment, other equipments, other support facilities necessary for the survey and associated work and submitting Final Geotechnical Report (along with the soft copy) incorporating all field and laboratory data and recommending the type of foundation and the safe bearing pressure for the proposed sites, Drawings, Data etc. (One Lot) in an approved format drawings, approved QAP, implementation schedule and other provisions of the Tender Document and instructions of the Engineer-in-charge.

By Boring of minimum 150 mm dia boreholes upto a max. depth as specified or refusal strata (REFUSAL means when N> 100 for 30 cms of penetration) in all type of soil.

Field Investigations

Conducting Standard Penetration Tests in Boreholes as specified as decided by EIC.

Collecting 100 mm dia undisturbed sample form boreholes as specified as decided by EIC.

Collecting Disturbed samples from Bore Holes

Conducting the following laboratory tests as specified as decided by EIC in NABL accredated labarotary

Atterberg's Limit (Liquid Limit & Plastic Limit)

Natural Moisture Content

Bulk and Dry Density

Specific gravity and Void ratio

Ground Water level

Grain Size Analysis and IS Classification

Direct Shear Test

Chemical Analysis of Soil & Sub-soil water- pH, Chloride & Sulphate

GEOTECHNICAL INVESTIGATION IN RIVERS

Carrying out complete Geotechnical Investigation for the depth specified against each crossing as specified or as per Engineer-In-Charge at various major/minor water bodies crossing sites as enlisted in the tender in scope of work including providing borehole location coordinates, manpower, tools, tackles, materials, survey boats, echo-sounder, drilling rigs, soil testing equipment, other equipment, other support facilities necessary for the survey and associated work and submitting Final Geotechnical Report (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. (including Hydrologicalstudies as per Technical Specification) 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.

By Boring of minimum 150 mm dia boreholes as specified in specific requirement through all kinds of soil excluding hard rock

On River/ Water Bodies Bank

In River / Water Bodies Bed including making necessary arrangement for supplying floating plate form, boring / drilling/ other associated equipment & shifting etc all complete.

Drilling through rock/boulder strata (where SPT value is greater than 100) with minimum Nx size bit as per instruction of Engineer-in-charge.

On River/ Water Bodies Bank

In River / Water bodies bed including making necessary arrangement for supplying floating plate form, boring / drilling/ other associated equipment & shifting etc all complete. Note: Measurement should be for actual depth from bed level.

Field Investigations

Conducting Standard Penetration Tests in Boreholes as specified as decided by EIC.

Collecting 100 mm dia undisturbed sample form boreholes as specified as decided by EIC.

Collecting Disturbed samples from Bore Holes

Conducting the following laboratory tests as specified as decided by EIC in NABL accredated labarotary

Atterberg's Limit (Liquid Limit & Plastic Limit)

Natural Moisture Content

Bulk and Dry Density

Specific gravity and Void ratio

Ground Water level

Grain Size Analysis and IS Classification

Direct Shear Test

Chemical Analysis of Soil & Sub-soil water- pH, Chloride & Sulphate

Laboratory test on rock sample as specified/ as decided by EIC

Core Recovery (RQD)

Point Load Test

1. Survey for individual river / water body crossing would be carried out and drawings for each crossing shall be submitted on separate sheets.

2. The numbers of Boreholes as well as depth may vary depending on site condition / direction of Engineering - In-charge. The depth of Borehole inside water bodies shall be from the bed level.

3. Actual bank to bank width of rivers may change depending on the crossing locations at the time of survey.

AREA SURVEY

Area Survey for MDPE Network To carryout Area survey and propose a feasible route for laying the proposed pipeline network and to identify and record all the features of the area surveyed along with building, structures, drains pavements, roads etc. and including those likely to have bearing on alignment of proposed pipeline and to propose a pipeline route with respect to plot boundary giving offset from the nearest boundary which will have least obstruction, marking obstruction, if any, identify the type of building type of road back lanes required to be cut to lay the pipelines, all the field data to be collected, superimposing the same on digitized satellite high resolution image (as mentioned in item no. K ) and developing the drawings / maps in scale 1:250 with full details marked, check and confirm completeness of data all complete as per specifications drawings and direction of the engineer-in-charge and giving drawings in 4 copies along with original editable CAD output including all data.

Ground Penetration Radar (GPR) Survey.

Carrying out subsurface utility survey along the proposed pipeline route and/or as specified by Eingineer -In-Charge for 5 m corridor using Ground Penetrating Radar (GPR) for depth upto 5 m below the existing ground level to locate and identify all existing underground utilities /buried objects including but not limited to pipelines , sewers, conduits, cables, drain, manholes , appurtenances etc in the proposed corridor along with location ,DGPS coordinates,depth,shape and dimensional detals of utilities . Four (4) copies of report and drawing incorporating all collected datas shall be submitted as per scope of work and direction of Engineer-in-charge .Scale of drawing shall be Planimetry (X axis 1:1000,Y axis 1:100),Longitudnal Section (Z axis 1:100) and Transverse section at critical location.

PERMISSIONS

PIPELINE LAYING

National Highway

State Highway

District/ Gram Panchayat Roads

State PWD

Local Development Authority

Nagar Palika/ Municipal Corporation

Social Forest

Protected Reserved Forest

NOTE: Above Pipeline Laying Includes Multiple Crossing in Particular Line segment. However, standalone crossing permissions should be processed with a separate SOR.

CROSSING PERMISSIONS

National Highway

State Highway

District/ Gram Panchayat Roads

State PWD

Local Development Authority

Nagar Palika/ Municipal Corporation

Social Forest

Protected Reserved Forest

Railways

River/ Water Body Crossing

Nallah/ Drain

NOC from District Authorities to set up and operate COO CNG Station/ LCNG Station/ DCU including FIRE NOC

Statutory Clearance for PESO approval to set-up and operate DCU/LCNG Station/COCO CNG Station/Steel Pipeline.

Factory License for COCO CNG/LNG/LCNG Stations.

Number of permissions shall be considered based on number of Applications made to various authorities. Application shall be put up as per Approval of owner's representative.

MOBILIZATION & DEMOBILIZATION

Mobilization and demobilization and relocation of equipments, necessary plant and personnel at the test stations on land and in water for carrying out complete Geotechnical, Topographical & Hydrological Investigation as described in specification for various plots / terminals and for rivers/water bodies crossing sites as enlisted in the tender and listed out in details in scope of work.

In Plots / terminals for carrying Topgraphic survey & Geo technical investigations

In Major water bodies for carrying out Hydrographic survey and Geotechnical Investigations

Description of Work / Item(s)

Amount

Dak Kannada

Survey of pipe line and Area

TOPOGRAPHICAL SURVEY

To carry out detailed Topographic Survey at different locations of Plots/Area of SV Station/CNG Stations etc. along with survey of the approaches of these stations from the nearest roads using survey instruments and giving complete details in the form of drawings (in the scale of 1:100) and reports in 4 copies on white paper sheets and editable CAD output on CD/DVD all complete as per specifications, drawings and direction of the Engineer-in-charge.

ROUTE SURVEY FOR STEEL PIPELINE

Preliminary route survey (Reconnaissance Survey): Carrying out reconnaissance survey as per Specification/Scope of work in the tender and instructions of Engineer-in-Charge and submissin of four coloured drawings and report.

Detailed Grid Line Survey Carrying out detailed survey along proposed gas pipeline routes for a width of 30m on either side as per specifications and tender document, approved route and submit all Reports and drawingsalong with original editableCAD outputincluding all data.

Detailed Grid Line Survey Carrying out detailed survey along existing gas pipeline routes for a width of 30m on either side as per specifications and tender document, approved route and submit all Reports and drawingsalong with original editableCAD outputincluding all data.

Soil Stratification along Pipe Route Carrying out Soil Startification work along the pipeline route as per specification including and providing all men, tools, tackles, materials, testing equipment and other equipment other support facilities including mobilization and demobilization etc as per tender document, The boring shall be either terminated at a depth of 3 M below NGL or on top of bed rock if rock is encountered at a depth of less than 3 M. and Boreholes shall be made at intervals of 500 M along the pipeline route, at all intermediate points where there is apparently a change in the type of soil and at any other place as directed by direction of Engineer-in-Charge.

CORROSION SURVEY

(Corrosion Survey) Carrying out corrosion survey including measurement of soil resistivity at a depth of 1.0, 1.5 & 2.0 m interval at every 500 m, chemical analysis of soil/water, collection of additional data related to cathodic protection as per specification including providing man power, tools, tackles, materials, soil resistivity testing equipment, pipe/cable locator & other supporting facilities etc. including mobilisation & demobilisation necessary for survey and associated works, including compilation and presentation of data in four sets of Corrosion Survey Report as per technical specification, drawings, implementation schedule and other provisions of the tender document and instructions of Engineer-in-charge

CROSSING SURVEY

Crossing Survey (To carry out a detailed survey covering a proposed crossing for Gas Pipeline using survey instruments and giving Planimetry and ground profile (Section) details and levels at 5m intervals as per technical specification, tender document and direction of EIC ) Through a road, boundary wall, channel/major drain embanKMent, sewerage tunnel, service tunnel and similar obstructions, covering at least width of 20 m on either side of proposed crossing,including marking of Crossing drwings required for obtaining crossing permissions, all complete as per specifications and the direction on Engineeer-in- charge

Crossing Survey (To carry out a detailed survey covering a proposed crossing for Gas Pipeline using survey instruments and giving Planimetry and ground profile (Section) details and levels at 5m interval as per technical specification, tender document and direction of EIC ) Through a large carriageway, water body, railways, flyover /over bridge, subways, and similar obstructions - covering at least a width of 35 m on either side of proposed crossing including marking of Crossing drwings required for obtaining crossing permissions, all complete as per specifications and the direction of Engineer-in-charge.

GEOTECHNICAL INVESTIGATION IN PLOTS

Carrying out complete Geotechnical Investigation for the depth specified or as per Engineer-In-Charge in Receiving Terminal/SV Station /IP Station/ Despatch Station or as per direction of Engineer-In- Charge as enlisted in the tender in scope of work including providing borehole location coordinates, manpower, tools, tackles, materials, survey equipments, drilling rigs, soil testing equipment, other equipments, other support facilities necessary for the survey and associated work and submitting Final Geotechnical Report (along with the soft copy) incorporating all field and laboratory data and recommending the type of foundation and the safe bearing pressure for the proposed sites, Drawings, Data etc. (One Lot) in an approved format drawings, approved QAP, implementation schedule and other provisions of the Tender Document and instructions of the Engineer-in-charge.

By Boring of minimum 150 mm dia boreholes upto a max. depth as specified or refusal strata (REFUSAL means when N> 100 for 30 cms of penetration) in all type of soil.

Field Investigations

Conducting Standard Penetration Tests in Boreholes as specified as decided by EIC.

Collecting 100 mm dia undisturbed sample form boreholes as specified as decided by EIC.

Collecting Disturbed samples from Bore Holes

Conducting the following laboratory tests as specified as decided by EIC in NABL accredated labarotary

Atterberg's Limit (Liquid Limit & Plastic Limit)

Natural Moisture Content

Bulk and Dry Density

Specific gravity and Void ratio

Ground Water level

Grain Size Analysis and IS Classification

Direct Shear Test

Chemical Analysis of Soil & Sub-soil water- pH, Chloride & Sulphate

GEOTECHNICAL INVESTIGATION IN RIVERS

Carrying out complete Geotechnical Investigation for the depth specified against each crossing as specified or as per Engineer-In-Charge at various major/minor water bodies crossing sites as enlisted in the tender in scope of work including providing borehole location coordinates, manpower, tools, tackles, materials, survey boats, echo-sounder, drilling rigs, soil testing equipment, other equipment, other support facilities necessary for the survey and associated work and submitting Final Geotechnical Report (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. (including Hydrologicalstudies as per Technical Specification) 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.

By Boring of minimum 150 mm dia boreholes as specified in specific requirement through all kinds of soil excluding hard rock

On River/ Water Bodies Bank

In River / Water Bodies Bed including making necessary arrangement for supplying floating plate form, boring / drilling/ other associated equipment & shifting etc all complete.

Drilling through rock/boulder strata (where SPT value is greater than 100) with minimum Nx size bit as per instruction of Engineer-in-charge.

On River/ Water Bodies Bank

In River / Water bodies bed including making necessary arrangement for supplying floating plate form, boring / drilling/ other associated equipment & shifting etc all complete. Note: Measurement should be for actual depth from bed level.

Field Investigations

Conducting Standard Penetration Tests in Boreholes as specified as decided by EIC.

Collecting 100 mm dia undisturbed sample form boreholes as specified as decided by EIC.

Collecting Disturbed samples from Bore Holes

Conducting the following laboratory tests as specified as decided by EIC in NABL accredated labarotary

Atterberg's Limit (Liquid Limit & Plastic Limit)

Natural Moisture Content

Bulk and Dry Density

Specific gravity and Void ratio

Ground Water level

Grain Size Analysis and IS Classification

Direct Shear Test

Chemical Analysis of Soil & Sub-soil water- pH, Chloride & Sulphate

Laboratory test on rock sample as specified/ as decided by EIC

Core Recovery (RQD)

Point Load Test

1. Survey for individual river / water body crossing would be carried out and drawings for each crossing shall be submitted on separate sheets.

2. The numbers of Boreholes as well as depth may vary depending on site condition / direction of Engineering - In-charge. The depth of Borehole inside water bodies shall be from the bed level.

3. Actual bank to bank width of rivers may change depending on the crossing locations at the time of survey.

AREA SURVEY

Area Survey for MDPE Network To carryout Area survey and propose a feasible route for laying the proposed pipeline network and to identify and record all the features of the area surveyed along with building, structures, drains pavements, roads etc. and including those likely to have bearing on alignment of proposed pipeline and to propose a pipeline route with respect to plot boundary giving offset from the nearest boundary which will have least obstruction, marking obstruction, if any, identify the type of building type of road back lanes required to be cut to lay the pipelines, all the field data to be collected, superimposing the same on digitized satellite high resolution image (as mentioned in item no. K ) and developing the drawings / maps in scale 1:250 with full details marked, check and confirm completeness of data all complete as per specifications drawings and direction of the engineer-in-charge and giving drawings in 4 copies along with original editable CAD output including all data.

Ground Penetration Radar (GPR) Survey.

Carrying out subsurface utility survey along the proposed pipeline route and/or as specified by Eingineer -In-Charge for 5 m corridor using Ground Penetrating Radar (GPR) for depth upto 5 m below the existing ground level to locate and identify all existing underground utilities /buried objects including but not limited to pipelines , sewers, conduits, cables, drain, manholes , appurtenances etc in the proposed corridor along with location ,DGPS coordinates,depth,shape and dimensional detals of utilities . Four (4) copies of report and drawing incorporating all collected datas shall be submitted as per scope of work and direction of Engineer-in-charge .Scale of drawing shall be Planimetry (X axis 1:1000,Y axis 1:100),Longitudnal Section (Z axis 1:100) and Transverse section at critical location.

PERMISSIONS

PIPELINE LAYING

National Highway

State Highway

District/ Gram Panchayat Roads

State PWD

Local Development Authority

Nagar Palika/ Municipal Corporation

Social Forest

Protected Reserved Forest

NOTE: Above Pipeline Laying Includes Multiple Crossing in Particular Line segment. However, standalone crossing permissions should be processed with a separate SOR.

CROSSING PERMISSIONS

National Highway

State Highway

District/ Gram Panchayat Roads

State PWD

Local Development Authority

Nagar Palika/ Municipal Corporation

Social Forest

Protected Reserved Forest

Railways

River/ Water Body Crossing

Nallah/ Drain

NOC from District Authorities to set up and operate COO CNG Station/ LCNG Station/ DCU including FIRE NOC

Statutory Clearance for PESO approval to set-up and operate DCU/LCNG Station/COCO CNG Station/Steel Pipeline.

Factory License for COCO CNG/LNG/LCNG Stations.

Number of permissions shall be considered based on number of Applications made to various authorities. Application shall be put up as per Approval of owner's representative.

MOBILIZATION & DEMOBILIZATION

Mobilization and demobilization and relocation of equipments, necessary plant and personnel at the test stations on land and in water for carrying out complete Geotechnical, Topographical & Hydrological Investigation as described in specification for various plots / terminals and for rivers/water bodies crossing sites as enlisted in the tender and listed out in details in scope of work.

In Plots / terminals for carrying Topgraphic survey & Geo technical investigations

In Major water bodies for carrying out Hydrographic survey and Geotechnical Investigations

Description of Work / Item(s)

Amount

GANJAM-NAYAGARH-PURI AND SUNDERGARH - JHARSUGUDA

Survey of pipe line and Area

TOPOGRAPHICAL SURVEY

To carry out detailed Topographic Survey at different locations of Plots/Area of SV Station/CNG Stations etc. along with survey of the approaches of these stations from the nearest roads using survey instruments and giving complete details in the form of drawings (in the scale of 1:100) and reports in 4 copies on white paper sheets and editable CAD output on CD/DVD all complete as per specifications, drawings and direction of the Engineer-in-charge.

ROUTE SURVEY FOR STEEL PIPELINE

Preliminary route survey (Reconnaissance Survey): Carrying out reconnaissance survey as per Specification/Scope of work in the tender and instructions of Engineer-in-Charge and submissin of four coloured drawings and report.

Detailed Grid Line Survey Carrying out detailed survey along proposed gas pipeline routes for a width of 30m on either side as per specifications and tender document, approved route and submit all Reports and drawingsalong with original editableCAD outputincluding all data.

Detailed Grid Line Survey Carrying out detailed survey along existing gas pipeline routes for a width of 30m on either side as per specifications and tender document, approved route and submit all Reports and drawingsalong with original editableCAD outputincluding all data.

Soil Stratification along Pipe Route Carrying out Soil Startification work along the pipeline route as per specification including and providing all men, tools, tackles, materials, testing equipment and other equipment other support facilities including mobilization and demobilization etc as per tender document, The boring shall be either terminated at a depth of 3 M below NGL or on top of bed rock if rock is encountered at a depth of less than 3 M. and Boreholes shall be made at intervals of 500 M along the pipeline route, at all intermediate points where there is apparently a change in the type of soil and at any other place as directed by direction of Engineer-in-Charge.

CORROSION SURVEY

(Corrosion Survey) Carrying out corrosion survey including measurement of soil resistivity at a depth of 1.0, 1.5 & 2.0 m interval at every 500 m, chemical analysis of soil/water, collection of additional data related to cathodic protection as per specification including providing man power, tools, tackles, materials, soil resistivity testing equipment, pipe/cable locator & other supporting facilities etc. including mobilisation & demobilisation necessary for survey and associated works, including compilation and presentation of data in four sets of Corrosion Survey Report as per technical specification, drawings, implementation schedule and other provisions of the tender document and instructions of Engineer-in-charge

CROSSING SURVEY

Crossing Survey (To carry out a detailed survey covering a proposed crossing for Gas Pipeline using survey instruments and giving Planimetry and ground profile (Section) details and levels at 5m intervals as per technical specification, tender document and direction of EIC ) Through a road, boundary wall, channel/major drain embanKMent, sewerage tunnel, service tunnel and similar obstructions, covering at least width of 20 m on either side of proposed crossing,including marking of Crossing drwings required for obtaining crossing permissions, all complete as per specifications and the direction on Engineeer-in- charge

Crossing Survey (To carry out a detailed survey covering a proposed crossing for Gas Pipeline using survey instruments and giving Planimetry and ground profile (Section) details and levels at 5m interval as per technical specification, tender document and direction of EIC ) Through a large carriageway, water body, railways, flyover /over bridge, subways, and similar obstructions - covering at least a width of 35 m on either side of proposed crossing including marking of Crossing drwings required for obtaining crossing permissions, all complete as per specifications and the direction of Engineer-in-charge.

GEOTECHNICAL INVESTIGATION IN PLOTS

Carrying out complete Geotechnical Investigation for the depth specified or as per Engineer-In-Charge in Receiving Terminal/SV Station /IP Station/ Despatch Station or as per direction of Engineer-In- Charge as enlisted in the tender in scope of work including providing borehole location coordinates, manpower, tools, tackles, materials, survey equipments, drilling rigs, soil testing equipment, other equipments, other support facilities necessary for the survey and associated work and submitting Final Geotechnical Report (along with the soft copy) incorporating all field and laboratory data and recommending the type of foundation and the safe bearing pressure for the proposed sites, Drawings, Data etc. (One Lot) in an approved format drawings, approved QAP, implementation schedule and other provisions of the Tender Document and instructions of the Engineer-in-charge.

By Boring of minimum 150 mm dia boreholes upto a max. depth as specified or refusal strata (REFUSAL means when N> 100 for 30 cms of penetration) in all type of soil.

Field Investigations

Conducting Standard Penetration Tests in Boreholes as specified as decided by EIC.

Collecting 100 mm dia undisturbed sample form boreholes as specified as decided by EIC.

Collecting Disturbed samples from Bore Holes

Conducting the following laboratory tests as specified as decided by EIC in NABL accredated labarotary

Atterberg's Limit (Liquid Limit & Plastic Limit)

Natural Moisture Content

Bulk and Dry Density

Specific gravity and Void ratio

Ground Water level

Grain Size Analysis and IS Classification

Direct Shear Test

Chemical Analysis of Soil & Sub-soil water- pH, Chloride & Sulphate

GEOTECHNICAL INVESTIGATION IN RIVERS

Carrying out complete Geotechnical Investigation for the depth specified against each crossing as specified or as per Engineer-In-Charge at various major/minor water bodies crossing sites as enlisted in the tender in scope of work including providing borehole location coordinates, manpower, tools, tackles, materials, survey boats, echo-sounder, drilling rigs, soil testing equipment, other equipment, other support facilities necessary for the survey and associated work and submitting Final Geotechnical Report (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. (including Hydrologicalstudies as per Technical Specification) 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.

By Boring of minimum 150 mm dia boreholes as specified in specific requirement through all kinds of soil excluding hard rock

On River/ Water Bodies Bank

In River / Water Bodies Bed including making necessary arrangement for supplying floating plate form, boring / drilling/ other associated equipment & shifting etc all complete.

Drilling through rock/boulder strata (where SPT value is greater than 100) with minimum Nx size bit as per instruction of Engineer-in-charge.

On River/ Water Bodies Bank

In River / Water bodies bed including making necessary arrangement for supplying floating plate form, boring / drilling/ other associated equipment & shifting etc all complete. Note: Measurement should be for actual depth from bed level.

Field Investigations

Conducting Standard Penetration Tests in Boreholes as specified as decided by EIC.

Collecting 100 mm dia undisturbed sample form boreholes as specified as decided by EIC.

Collecting Disturbed samples from Bore Holes

Conducting the following laboratory tests as specified as decided by EIC in NABL accredated labarotary

Atterberg's Limit (Liquid Limit & Plastic Limit)

Natural Moisture Content

Bulk and Dry Density

Specific gravity and Void ratio

Ground Water level

Grain Size Analysis and IS Classification

Direct Shear Test

Chemical Analysis of Soil & Sub-soil water- pH, Chloride & Sulphate

Laboratory test on rock sample as specified/ as decided by EIC

Core Recovery (RQD)

Point Load Test

1. Survey for individual river / water body crossing would be carried out and drawings for each crossing shall be submitted on separate sheets.

2. The numbers of Boreholes as well as depth may vary depending on site condition / direction of Engineering - In-charge. The depth of Borehole inside water bodies shall be from the bed level.

3. Actual bank to bank width of rivers may change depending on the crossing locations at the time of survey.

AREA SURVEY

Area Survey for MDPE Network To carryout Area survey and propose a feasible route for laying the proposed pipeline network and to identify and record all the features of the area surveyed along with building, structures, drains pavements, roads etc. and including those likely to have bearing on alignment of proposed pipeline and to propose a pipeline route with respect to plot boundary giving offset from the nearest boundary which will have least obstruction, marking obstruction, if any, identify the type of building type of road back lanes required to be cut to lay the pipelines, all the field data to be collected, superimposing the same on digitized satellite high resolution image (as mentioned in item no. K ) and developing the drawings / maps in scale 1:250 with full details marked, check and confirm completeness of data all complete as per specifications drawings and direction of the engineer-in-charge and giving drawings in 4 copies along with original editable CAD output including all data.

Ground Penetration Radar (GPR) Survey.

Carrying out subsurface utility survey along the proposed pipeline route and/or as specified by Eingineer -In-Charge for 5 m corridor using Ground Penetrating Radar (GPR) for depth upto 5 m below the existing ground level to locate and identify all existing underground utilities /buried objects including but not limited to pipelines , sewers, conduits, cables, drain, manholes , appurtenances etc in the proposed corridor along with location ,DGPS coordinates,depth,shape and dimensional detals of utilities . Four (4) copies of report and drawing incorporating all collected datas shall be submitted as per scope of work and direction of Engineer-in-charge .Scale of drawing shall be Planimetry (X axis 1:1000,Y axis 1:100),Longitudnal Section (Z axis 1:100) and Transverse section at critical location.

PERMISSIONS

PIPELINE LAYING

National Highway

State Highway

District/ Gram Panchayat Roads

State PWD

Local Development Authority

Nagar Palika/ Municipal Corporation

Social Forest

Protected Reserved Forest

NOTE: Above Pipeline Laying Includes Multiple Crossing in Particular Line segment. However, standalone crossing permissions should be processed with a separate SOR.

CROSSING PERMISSIONS

National Highway

State Highway

District/ Gram Panchayat Roads

State PWD

Local Development Authority

Nagar Palika/ Municipal Corporation

Social Forest

Protected Reserved Forest

Railways

River/ Water Body Crossing

Nallah/ Drain

NOC from District Authorities to set up and operate COO CNG Station/ LCNG Station/ DCU including FIRE NOC

Statutory Clearance for PESO approval to set-up and operate DCU/LCNG Station/COCO CNG Station/Steel Pipeline.

Factory License for COCO CNG/LNG/LCNG Stations.

Number of permissions shall be considered based on number of Applications made to various authorities. Application shall be put up as per Approval of owner's representative.

MOBILIZATION & DEMOBILIZATION

Mobilization and demobilization and relocation of equipments, necessary plant and personnel at the test stations on land and in water for carrying out complete Geotechnical, Topographical & Hydrological Investigation as described in specification for various plots / terminals and for rivers/water bodies crossing sites as enlisted in the tender and listed out in details in scope of work.

In Plots / terminals for carrying Topgraphic survey & Geo technical investigations

In Major water bodies for carrying out Hydrographic survey and Geotechnical Investigations

Description of Work / Item(s)

Amount

RAISEN-SEHORE-SHAJAPUR

Survey of pipe line and Area

TOPOGRAPHICAL SURVEY

To carry out detailed Topographic Survey at different locations of Plots/Area of SV Station/CNG Stations etc. along with survey of the approaches of these stations from the nearest roads using survey instruments and giving complete details in the form of drawings (in the scale of 1:100) and reports in 4 copies on white paper sheets and editable CAD output on CD/DVD all complete as per specifications, drawings and direction of the Engineer-in-charge.

ROUTE SURVEY FOR STEEL PIPELINE

Preliminary route survey (Reconnaissance Survey): Carrying out reconnaissance survey as per Specification/Scope of work in the tender and instructions of Engineer-in-Charge and submissin of four coloured drawings and report.

Detailed Grid Line Survey Carrying out detailed survey along proposed gas pipeline routes for a width of 30m on either side as per specifications and tender document, approved route and submit all Reports and drawingsalong with original editableCAD outputincluding all data.

Detailed Grid Line Survey Carrying out detailed survey along existing gas pipeline routes for a width of 30m on either side as per specifications and tender document, approved route and submit all Reports and drawingsalong with original editableCAD outputincluding all data.

Soil Stratification along Pipe Route Carrying out Soil Startification work along the pipeline route as per specification including and providing all men, tools, tackles, materials, testing equipment and other equipment other support facilities including mobilization and demobilization etc as per tender document, The boring shall be either terminated at a depth of 3 M below NGL or on top of bed rock if rock is encountered at a depth of less than 3 M. and Boreholes shall be made at intervals of 500 M along the pipeline route, at all intermediate points where there is apparently a change in the type of soil and at any other place as directed by direction of Engineer-in-Charge.

CORROSION SURVEY

(Corrosion Survey) Carrying out corrosion survey including measurement of soil resistivity at a depth of 1.0, 1.5 & 2.0 m interval at every 500 m, chemical analysis of soil/water, collection of additional data related to cathodic protection as per specification including providing man power, tools, tackles, materials, soil resistivity testing equipment, pipe/cable locator & other supporting facilities etc. including mobilisation & demobilisation necessary for survey and associated works, including compilation and presentation of data in four sets of Corrosion Survey Report as per technical specification, drawings, implementation schedule and other provisions of the tender document and instructions of Engineer-in-charge

CROSSING SURVEY

Crossing Survey (To carry out a detailed survey covering a proposed crossing for Gas Pipeline using survey instruments and giving Planimetry and ground profile (Section) details and levels at 5m intervals as per technical specification, tender document and direction of EIC ) Through a road, boundary wall, channel/major drain embanKMent, sewerage tunnel, service tunnel and similar obstructions, covering at least width of 20 m on either side of proposed crossing,including marking of Crossing drwings required for obtaining crossing permissions, all complete as per specifications and the direction on Engineeer-in- charge

Crossing Survey (To carry out a detailed survey covering a proposed crossing for Gas Pipeline using survey instruments and giving Planimetry and ground profile (Section) details and levels at 5m interval as per technical specification, tender document and direction of EIC ) Through a large carriageway, water body, railways, flyover /over bridge, subways, and similar obstructions - covering at least a width of 35 m on either side of proposed crossing including marking of Crossing drwings required for obtaining crossing permissions, all complete as per specifications and the direction of Engineer-in-charge.

GEOTECHNICAL INVESTIGATION IN PLOTS

Carrying out complete Geotechnical Investigation for the depth specified or as per Engineer-In-Charge in Receiving Terminal/SV Station /IP Station/ Despatch Station or as per direction of Engineer-In- Charge as enlisted in the tender in scope of work including providing borehole location coordinates, manpower, tools, tackles, materials, survey equipments, drilling rigs, soil testing equipment, other equipments, other support facilities necessary for the survey and associated work and submitting Final Geotechnical Report (along with the soft copy) incorporating all field and laboratory data and recommending the type of foundation and the safe bearing pressure for the proposed sites, Drawings, Data etc. (One Lot) in an approved format drawings, approved QAP, implementation schedule and other provisions of the Tender Document and instructions of the Engineer-in-charge.

By Boring of minimum 150 mm dia boreholes upto a max. depth as specified or refusal strata (REFUSAL means when N> 100 for 30 cms of penetration) in all type of soil.

Field Investigations

Conducting Standard Penetration Tests in Boreholes as specified as decided by EIC.

Collecting 100 mm dia undisturbed sample form boreholes as specified as decided by EIC.

Collecting Disturbed samples from Bore Holes

Conducting the following laboratory tests as specified as decided by EIC in NABL accredated labarotary

Atterberg's Limit (Liquid Limit & Plastic Limit)

Natural Moisture Content

Bulk and Dry Density

Specific gravity and Void ratio

Ground Water level

Grain Size Analysis and IS Classification

Direct Shear Test

Chemical Analysis of Soil & Sub-soil water- pH, Chloride & Sulphate

GEOTECHNICAL INVESTIGATION IN RIVERS

Carrying out complete Geotechnical Investigation for the depth specified against each crossing as specified or as per Engineer-In-Charge at various major/minor water bodies crossing sites as enlisted in the tender in scope of work including providing borehole location coordinates, manpower, tools, tackles, materials, survey boats, echo-sounder, drilling rigs, soil testing equipment, other equipment, other support facilities necessary for the survey and associated work and submitting Final Geotechnical Report (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. (including Hydrologicalstudies as per Technical Specification) 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.

By Boring of minimum 150 mm dia boreholes as specified in specific requirement through all kinds of soil excluding hard rock

On River/ Water Bodies Bank

In River / Water Bodies Bed including making necessary arrangement for supplying floating plate form, boring / drilling/ other associated equipment & shifting etc all complete.

Drilling through rock/boulder strata (where SPT value is greater than 100) with minimum Nx size bit as per instruction of Engineer-in-charge.

On River/ Water Bodies Bank

In River / Water bodies bed including making necessary arrangement for supplying floating plate form, boring / drilling/ other associated equipment & shifting etc all complete. Note: Measurement should be for actual depth from bed level.

Field Investigations

Conducting Standard Penetration Tests in Boreholes as specified as decided by EIC.

Collecting 100 mm dia undisturbed sample form boreholes as specified as decided by EIC.

Collecting Disturbed samples from Bore Holes

Conducting the following laboratory tests as specified as decided by EIC in NABL accredated labarotary

Atterberg's Limit (Liquid Limit & Plastic Limit)

Natural Moisture Content

Bulk and Dry Density

Specific gravity and Void ratio

Ground Water level

Grain Size Analysis and IS Classification

Direct Shear Test

Chemical Analysis of Soil & Sub-soil water- pH, Chloride & Sulphate

Laboratory test on rock sample as specified/ as decided by EIC

Core Recovery (RQD)

Point Load Test

1. Survey for individual river / water body crossing would be carried out and drawings for each crossing shall be submitted on separate sheets.

2. The numbers of Boreholes as well as depth may vary depending on site condition / direction of Engineering - In-charge. The depth of Borehole inside water bodies shall be from the bed level.

3. Actual bank to bank width of rivers may change depending on the crossing locations at the time of survey.

AREA SURVEY

Area Survey for MDPE Network To carryout Area survey and propose a feasible route for laying the proposed pipeline network and to identify and record all the features of the area surveyed along with building, structures, drains pavements, roads etc. and including those likely to have bearing on alignment of proposed pipeline and to propose a pipeline route with respect to plot boundary giving offset from the nearest boundary which will have least obstruction, marking obstruction, if any, identify the type of building type of road back lanes required to be cut to lay the pipelines, all the field data to be collected, superimposing the same on digitized satellite high resolution image (as mentioned in item no. K ) and developing the drawings / maps in scale 1:250 with full details marked, check and confirm completeness of data all complete as per specifications drawings and direction of the engineer-in-charge and giving drawings in 4 copies along with original editable CAD output including all data.

Ground Penetration Radar (GPR) Survey.

Carrying out subsurface utility survey along the proposed pipeline route and/or as specified by Eingineer -In-Charge for 5 m corridor using Ground Penetrating Radar (GPR) for depth upto 5 m below the existing ground level to locate and identify all existing underground utilities /buried objects including but not limited to pipelines , sewers, conduits, cables, drain, manholes , appurtenances etc in the proposed corridor along with location ,DGPS coordinates,depth,shape and dimensional detals of utilities . Four (4) copies of report and drawing incorporating all collected datas shall be submitted as per scope of work and direction of Engineer-in-charge .Scale of drawing shall be Planimetry (X axis 1:1000,Y axis 1:100),Longitudnal Section (Z axis 1:100) and Transverse section at critical location.

PERMISSIONS

PIPELINE LAYING

National Highway

State Highway

District/ Gram Panchayat Roads

State PWD

Local Development Authority

Nagar Palika/ Municipal Corporation

Social Forest

Protected Reserved Forest

NOTE: Above Pipeline Laying Includes Multiple Crossing in Particular Line segment. However, standalone crossing permissions should be processed with a separate SOR.

CROSSING PERMISSIONS

National Highway

State Highway

District/ Gram Panchayat Roads

State PWD

Local Development Authority

Nagar Palika/ Municipal Corporation

Social Forest

Protected Reserved Forest

Railways

River/ Water Body Crossing

Nallah/ Drain

NOC from District Authorities to set up and operate COO CNG Station/ LCNG Station/ DCU including FIRE NOC

Statutory Clearance for PESO approval to set-up and operate DCU/LCNG Station/COCO CNG Station/Steel Pipeline.

Factory License for COCO CNG/LNG/LCNG Stations.

Number of permissions shall be considered based on number of Applications made to various authorities. Application shall be put up as per Approval of owner's representative.

MOBILIZATION & DEMOBILIZATION

Mobilization and demobilization and relocation of equipments, necessary plant and personnel at the test stations on land and in water for carrying out complete Geotechnical, Topographical & Hydrological Investigation as described in specification for various plots / terminals and for rivers/water bodies crossing sites as enlisted in the tender and listed out in details in scope of work.

In Plots / terminals for carrying Topgraphic survey & Geo technical investigations

In Major water bodies for carrying out Hydrographic survey and Geotechnical Investigations

Stesalit Systems Limited (BID ID -834721)

THEODESH CONSULTANTS (BID ID -834641)

CyberSWIFT Infotech Pvt. Ltd. (BID ID -833760)

PRASAD SURVEYORS (BID ID -832603)

skp projects pvt ltd (BID ID -835099)

GeoVista Technologies Private Limited (BID ID -835044)

SECON Private Limited (BID ID -834666)

INDIAN RESOURCES INFORMATION AND MANAGEMENT TECHNOLOGIES LTD (BID ID -833404)

Stesalit Systems Limited (BID ID -834721)

THEODESH CONSULTANTS (BID ID -834641)

CyberSWIFT Infotech Pvt. Ltd. (BID ID -833760)

PRASAD SURVEYORS (BID ID -832603)

skp projects pvt ltd (BID ID -835099)

SECON Private Limited (BID ID -834666)

GeoVista Technologies Private Limited (BID ID -835044)

INDIAN RESOURCES INFORMATION AND MANAGEMENT TECHNOLOGIES LTD (BID ID -833404)

Stesalit Systems Limited (BID ID -834721)

THEODESH CONSULTANTS (BID ID -834641)

PRASAD SURVEYORS (BID ID -832603)

skp projects pvt ltd (BID ID -835099)

CyberSWIFT Infotech Pvt. Ltd. (BID ID -833760)

GeoVista Technologies Private Limited (BID ID -835044)

SECON Private Limited (BID ID -834666)

INDIAN RESOURCES INFORMATION AND MANAGEMENT TECHNOLOGIES LTD (BID ID -833404)

Stesalit Systems Limited (BID ID -834721)

THEODESH CONSULTANTS (BID ID -834641)

PRASAD SURVEYORS (BID ID -832603)

CyberSWIFT Infotech Pvt. Ltd. (BID ID -833760)

skp projects pvt ltd (BID ID -835099)

GeoVista Technologies Private Limited (BID ID -835044)

SECON Private Limited (BID ID -834666)

INDIAN RESOURCES INFORMATION AND MANAGEMENT TECHNOLOGIES LTD (BID ID -833404)

Stesalit Systems Limited (BID ID -834721)

THEODESH CONSULTANTS (BID ID -834641)

PRASAD SURVEYORS (BID ID -832603)

CyberSWIFT Infotech Pvt. Ltd. (BID ID -833760)

skp projects pvt ltd (BID ID -835099)

SECON Private Limited (BID ID -834666)

GeoVista Technologies Private Limited (BID ID -835044)

INDIAN RESOURCES INFORMATION AND MANAGEMENT TECHNOLOGIES LTD (BID ID -833404)

Stesalit Systems Limited (BID ID -834721)

THEODESH CONSULTANTS (BID ID -834641)

CyberSWIFT Infotech Pvt. Ltd. (BID ID -833760)

PRASAD SURVEYORS (BID ID -832603)

skp projects pvt ltd (BID ID -835099)

SECON Private Limited (BID ID -834666)

GeoVista Technologies Private Limited (BID ID -835044)

INDIAN RESOURCES INFORMATION AND MANAGEMENT TECHNOLOGIES LTD (BID ID -833404)