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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 CrAccepted-AOC 36 SHESHACHAL AJANTA NAGAR BHARUCH GUJARAT 392001 | BHARUCH | GUJARAT | 392001 | ₹4.1 Cr Quoted ₹3.4 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹3.9 Cr+₹45.6 L (13.2%)Rejected-Finance 201 205 SAI SAMARTH COMPLEX MANEJA MAKARPURA MANEJA VADODARA GUJARAT 390013 UDYAM GJ 24 0031890 | VADODARA | GUJARAT | 390013 | ₹3.9 Cr+₹45.6 L (13.2%) | L2 | Rejected-Finance Not L1 Bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified |
Tender Value
Refer Docs
EMD Value
₹8.0 L
Closing Date
9 Mar 2022, 2:00 pmClosed
DGM (C and P) ,Incharge
IGGL 5th Floor, Central Mall, Chtistian Basti, GS Road, Guwahati-781005
GEOTECHNICAL INVESTIGATION, CADASTRAL SURVEY, PROVIDING SERVICES FOR ESTABLISHMENT OF ROU IN ROW AND ACTIVITIES RELATED TO ROW OPENING DURING PIPELINE CONSTRUCTION AND OBTAINING PERMISSIONS FOR PROPOSED NEGG PIPELINE UNDER PHASE-III
2022_IGGL_106084_1
IGGL-100028
Open Tender
Survey and Investigation services
Item Rate
550 days
Guwahati
As per Tender Document
3 documents required · 3 mandatory
₹0
₹8.0 L
Yes
Online
4 May 2022
16 Feb 2022
10 Mar 2022
16 Feb 2022
9 Mar 2022
16 Feb 2022
23 Feb 2022
Amount
PART: A WEST BENGAL
Deployment-& Erection of Boring craft & rig in each borehole location as per specifications,. SCC. Scope of work. and direction of Engineer-in-charge Note. Ï) 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 iy) Core recovery >25% shall be designated as rock v)Records rig of rock core characteristics shalI be as per specification
In Land
In Water
Conducting Boring at site in soil, as per specification ,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 iy) Core recovery >25% shall be designated as rock v)Records rig of rock core characteristics shalI be aș pęr specification
In Land
In Water
Drilling through rock with Nx size double tube core, barrel up to a depth as Specified in SCC below GL/bed level using TC bit/diamond bit as per specifications , SC C, 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 iy) Core recovery >25% shall be designated as rock v)Records rig of rock core characteristics shalI be aș pęr specification
In Land
In Water
Standard penetration test at different depth as per specification,SCC,Scope of work and direction of Engineer-in-charge
Collection of undisturbed samples at different depth as per specifications, SCC. Scope of work and direction of Engineer in-charge
Collection of disturbed samples at different depth as per specifications, SCC. Scope of work and direction of Engineer in-charge.
Sieve analysis
Hydrometer analysis
Atterberg limits
Natural moisture content
Bulk density of soil
Dry density of soil
Specific gravity
Direct Shear Test
Triaxial Shear Test (UD)
Permeability Test
Cosolidation Test
Unconfined compression test
Swelling pressure test
Free swell index test
Shrinkage limit test
Uniaxial compressive strength of rock sample
Specific gravity test of rock sample
PART: A SIKKIM
Deployment-& Erection of Boring craft & rig in each borehole location as per specifications,. SCC. Scope of work. and direction of Engineer-in-charge Note. Ï) 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 iy) Core recovery >25% shall be designated as rock v)Records rig of rock core characteristics shalI be aș pęr specification
In Land
In Water
Conducting Boring at site in soil, as per specification ,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 iy) Core recovery >25% shall be designated as rock v)Records rig of rock core characteristics shalI be aș pęr specification
In Land
In Water
Drilling through rock with Nx size double tube core, barrel up to a depth as Specified in SCC below GL/bed level using TC bit/diamond bit as per specifications , SC C, 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 iy) Core recovery >25% shall be designated as rock v)Records rig of rock core characteristics shalI be aș pęr specification
In Land
In Water
Standard penetration test at different depth as per specification,SCC,Scope of work and direction of Engineer-in-charge
Collection of undisturbed samples at different depth as per specifications, SCC. Scope of work and direction of Engineer in-charge
Collection of disturbed samples at different depth as per specifications, SCC. Scope of work and direction of Engineer in-charge
Sieve analysis
Hydrometer analysis
Atterberg limits
Natural moisture content
Bulk density of soil
Dry density of soil
Specific gravity
Direct Shear Test
Triaxial Shear Test (UD)
Permeability Test
Cosolidation Test
Unconfined compression test
Swelling pressure test
Free swell index test
Shrinkage limit test
Uniaxial compressive strength of rock sample
Specific gravity test of rock sample
PART: A NAGALAND
Deployment-& Erection of Boring craft & rig in each borehole location as per specifications,. SCC. Scope of work. and direction of Engineer-in-charge Note. Ï) 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 iy) Core recovery >25% shall be designated as rock v)Records rig of rock core characteristics shalI be aș pęr specification
In Land
In Water
Conducting Boring at site in soil, as per specification ,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 iy) Core recovery >25% shall be designated as rock v)Records rig of rock core characteristics shalI be aș pęr specification
In Land
In Water
Drilling through rock with Nx size double tube core, barrel up to a depth as Specified in SCC below GL/bed level using TC bit/diamond bit as per specifications , SC C, 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 iy) Core recovery >25% shall be designated as rock v)Records rig of rock core characteristics shalI be aș pęr specification
In Land
In Water
Standard penetration test at different depth as per specification,SCC,Scope of work and direction of Engineer-in-charge
Collection of undisturbed samples at different depth as per specifications, SCC. Scope of work and direction of Engineer in-charge
Collection of disturbed samples at different depth as per specifications, SCC. Scope of work and direction of Engineer in-charge.
Sieve analysis
Hydrometer analysis
Atterberg limits
Natural moisture content
Bulk density of soil
Dry density of soil
Specific gravity
Direct Shear Test
Triaxial Shear Test (UD)
Permeability Test
Cosolidation Test
Unconfined compression test
Swelling pressure test
Free swell index test
Shrinkage limit test
Uniaxial compressive strength of rock sample
Specific gravity test of rock sample
PART: A MANIPUR
Deployment-& Erection of Boring craft & rig in each borehole location as per specifications,. SCC. Scope of work. and direction of Engineer-in-charge Note. Ï) 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 iy) Core recovery >25% shall be designated as rock v)Records rig of rock core characteristics shalI be aș pęr specification
In Land
In Water
Conducting Boring at site in soil, as per specification ,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 iy) Core recovery >25% shall be designated as rock v)Records rig of rock core characteristics shalI be aș pęr specification
In Land
In Water
Drilling through rock with Nx size double tube core, barrel up to a depth as Specified in SCC below GL/bed level using TC bit/diamond bit as per specifications , SC C, 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 iy) Core recovery >25% shall be designated as rock v)Records rig of rock core characteristics shalI be aș pęr specification
In Land
In Water
Standard penetration test at different depth as per specification,SCC,Scope of work and direction of Engineer-in-charge
Collection of undisturbed samples at different depth as per specifications, SCC. Scope of work and direction of Engineer in-charge
Collection of disturbed samples at different depth as per specifications, SCC. Scope of work and direction of Engineer in-charge
Sieve analysis
Hydrometer analysis
Atterberg limits
Natural moisture content
Bulk density of soil
Dry density of soil
Specific gravity
Direct Shear Test
Triaxial Shear Test (UD)
Permeability Test
Cosolidation Test
Unconfined compression test
Swelling pressure test
Free swell index test
Shrinkage limit test
Uniaxial compressive strength of rock sample
Specific gravity test of rock sample
Submission of final technical report, in hard copy (six sets) as well assoft copy (in CD),asper tender specifications and instruction of EIC/ Site Engineer for all States
PART-B: WEST BENGAL
Cadestral survey (upto preparation of Schedule u/s 3(1) of P&MPAct ,1962
Carrying out Cadastral Survey, for laying cross country petroleumpipeline, obtaining/ procuring latest village maps from Revenueauthorities (actual cost incurred on procurement to be reimbursed byowner on reciept of proof of payment), tracing/ scanning the same andstorage in both hard and soft reproducible forms, plotting the pipelineroute on village maps and marking on them the Intermediate Points (IPs)and Turning Points (TPs) of the surveyed route as staked on ground,identification of survey numbers of individual owners and plotting onvillage maps as per latest revenue records, preparation of field bookand computation of area in each plot coming within limits of ROUcorridor, collection of Jamabandi (the record of right holders) fromrevenue authorities in respect of each plot falling within ROU limits and identification of owner and occupier thereof, collection of interimmutations, if any, and incorporation in Jamabandi and other works asper detailed scope of work specified in Special Conditions of Contract(SCC) and specifications of tender documents and direction of Engineer-in-Charge, inclusive of all labour, material, equipment etc.including compensation to farmers on account of any damage to crops,fields etc. while conducting survey through fields, works complete inall respects, upto and including preparation & submission of schedule for 3(1) Notification for establishing right of users (ROU) in Right of Way (ROW) under P&MP Act 1962 for new/additonal pieline ROW, complete in all respects.Integrating cadastral & 3(1) details on Owner's Arc GISserver to obtain seamless Geo-referenced data.
Providing services for establishing Right of Users (ROU) in Right of Way (ROW) under P&MP Act 1962, for laying cross country pipeline including followup for 3(1) Gazette notification, preparation of Erratum & Corrigendum (it required), preparation & serving of 3 (1) notices. facilitating hearing & disposal of objections, preparation of schedule for 6(1) Notification, followup for Gazette notification, preparation of Erratum & Corrigendum, preparation & serving of 6(1) notices, entry of Gazette notification in village records. collection of land rates, calculation of land compensation payable & serving of compensation notices, assistance to Competent Authority in preparation of award to individual landowners etc. as per detailed scope of work specified in special conditions of contract and specifications of tender document and direction of Engineer-in-Charge/ Site Engineer inclusive of all labour, material, equipment etc. complete in all respects. Integration of ROU details on Owners Arc GIS server to obtain seamless geo-referenced data.
For acquinng ROW of 20 m width for newly proposed pipeline
OBTAINING APPROVALS / PERMISSIONS FOR PIPELINE CROSSINGS
Obtaining approvals/ permissions from appropriate respective State! National and other statutory authorities for various pipeline crossings enroute like National Highways, State Highways, other Roads, Railways, River. Canal Drain crossings or any other utility crossings etc as per detailed scope of work specified in Special Conditiosn of Contract (SCC) and specifications of the tender documents and direction of Engineer-in-Charge/ Site Engineer. Integrating all details on Owner's Arc GIS (ESRI) server along the entire Pipeline Route "Note: 1) Payment shall be made for obtaining each permission. Cluster of crossings needing permission from same Authority shall be considered as one permission, for the purpose of payment 2) For Railway crossings. each crossing shall be treated as separate and payment shall be made on unit basis"
National Highway Crossings under each authority
State Highway Crossings under each authority
Other road crossings under each authority
Railway Crossings (for each individual crossing)
River Crossings under each authority
Canal Crossings under each authority
Other pipeline crossings and utilities
Water bodies like ponds. lakes, creek, drains, nalas etc. under each authority
Forest under each authority
PART-B: SIKKIM
OBTAINING APPROVALS / PERMISSIONS FOR PIPELINE CROSSINGS
Obtaining approvals/ permissions from appropriate respective State! National and other statutory authorities for various pipeline crossings enroute like National Highways, State Highways, other Roads, Railways, River. Canatl Drain crossings or any other utility crossings etc as per detailed scope of work specified in Special Conditiosn of Contract (SCC) and specifications of the tender documents and direction of Engineer-in-Charge/ Site Engineer. Integrating all details on Owner's Arc GIS (ESRI) server along the entire Pipeline Route "Note: 1) Payment shall be made for obtaining each permission. Cluster of crossings needing permission from same Authority shall be considered as one permission, for the purpose of payment 2) For Railway crossings. each crossing shall be treated as separate and payment shall be made on unit basis"
National Highway Crossings under each authority
State Highway Crossings under each authority
Other road crossings under each authority
River Crossings under each authority
Canal Crossings under each authority
Other pipeline crossings and utilities
Water bodies like ponds. lakes, creek, drains, nalas etc. under each authority
Forest for each state
PART B:MANIPUR
OBTAINING APPROVALS / PERMISSIONS FOR PIPELINE CROSSINGS
"Obtaining approvals/ permissions from appropriate respective State/ National and other statutory authorities for various pipeline crossings enroute like National Highways. State Highways, other Roads, Railways, River, Canal./ Drain crossings or any other utility crossings etc. as per detailed scope of work specified in Special Conditiosn of Contract (SCC) and specifications of the tender documents and direction of Engineer-in-Charge/ Site Engineer. Integrating all details on Owner's Arc GIS (ESRI) server along the entire Pipeline Route" "Note: 1) Payment shall be made for obtaining each permission. Cluster of crossings needing permission from same Authority shall be considered as one permission, for the purpose of payment 2) For Railway crossings. each crossing shall be treated as separate and payment shall be made on unit basis"
National Highway Crossings under each authority
State Highway Crossings under each authority
Other road crossings under each authority
River Crossings under each authority
Other pipeline crossings and utilities
Water bodies like ponds. lakes, creek, drains, nalas etc. under each authority
Forest for each state
PART-B NAGALAND
Cadestral survey (upto preparation of Schedule u/s 3(1) of P&MPAct ,1962
Carrying out Cadastral Survey, for laying cross country petroleumpipeline, obtaining/ procuring latest village maps from Revenueauthorities (actual cost incurred on procurement to be reimbursed byowner on reciept of proof of payment), tracing/ scanning the same andstorage in both hard and soft reproducible forms, plotting the pipelineroute on village maps and marking on them the Intermediate Points (IPs)and Turning Points (TPs) of the surveyed route as staked on ground,identification of survey numbers of individual owners and plotting onvillage maps as per latest revenue records, preparation of field bookand computation of area in each plot coming within limits of ROUcorridor, collection of Jamabandi (the record of right holders) fromrevenue authorities in respect of each plot falling within ROU limitsand identification of owner and occupier thereof, collection of interimmutations, if any, and incorporation in Jamabandi and other works asper detailed scope of work specified in Special Conditions of Contract(SCC) and specifications of tender documents and direction ofEngineer-in-Charge, inclusive of all labour, material, equipment etc.including compensation to farmers on account of any damage to crops,fields etc. while conducting survey through fields, works complete inall respects, upto and including preparation & submission of schedulefor 3(1) Notification for establishing right of users (ROU) in Right ofWay (ROW) under P&MP Act 1962 for new/additonal pieline ROW, complete inall respects.Integrating cadastral & 3(1) details on Owner's Arc GISserver to obtain seamless Geo-referenced data
"Providing services for establishing Right of Users (ROU) in Right of Way (ROW) under P&MP Act 1962, for laying cross country pipeline including followup for 3(1) Gazette notification, preparation of Erratum & Corrigendum (if required), preparation & serving of 3 (1) notices, facilitating hearing & disposal of objections. preparation of schedule for 6(1) Notificatin, followup for Gazette notification, preparation of Erratum & Corrigendum. preparation & serving of 6(1) notices. entry of Gazette notification in village records, collection oftarld rates. calculation of land compensation payable & serving of compensation notices, assistance to Competent Authority in preparation of award to individual landowners etc as per detailed scope of work specified in special conditions of contract and specifications of tender document and direction of Engineer•in-Charge/ Site Engineer inclusive of all labour, material. equipment etc complete in all respects. Integration of ROU details on Owners Arc GIS server to obtain scentless gee-referenced data"
For acquiring ROW of 20 m width for newly proposed pipeline
OBTAINING APPROVALS / PERMISSIONS FOR PIPELINE CROSSINGS
"Obtaining approvals/ permissions from appropriate respective State/ National and other statutory authorities for various pipeline crossings enroute like National Highways, State Highways, other Roads, Railways, River, Canal! Drain crossings or any other utility crossings etc. as per detailed scope of work specified in Special Conthliosn of Contract (SCC) and specifications of the tender documents and direction of Engineer•in-Charge/ Site Engineer. Integrating all details on Owner's Arc GIS (ESRI) server along the entire Pipeline Route" "Note 1) Payment shall be made for obtaining each permission. Cluster of crossings needing permission from same Authority shall be considered as one permission, for the purpose of payment 2) For Railway crossings, each crossing shall be treated as separate and payment shall be made on unit basis"
NH road crossing under each authority
State Highway Crossings under each authority
Other road crossings under each authority
River Crossings under each authority
Other pipeline crossings and utilities
Water bodies like ponds. lakes, creek, drains, nalas etc. under each authority
Forest for each state
PART-C: WEST BENGAL
RoU opening/for entire RoW while laying the pipe line
Office/ establishment charges per month per camp in any state
PART-C NAGALAND
RoU opening/for entire RoW while laying the pipe line
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