Bid Publish Date
10-Oct-2024, 5:45 pm
Bid End Date
13-Nov-2024, 9:00 am
Progress
Quantity
69
Category
Boring 150 mm dia bores to given depth or refusal strata through any type of soil as per specification
Bid Type
Two Packet Bid
Public procurement opportunity for Indian Army Mobilisation of manual drilling equipment rig and shifting of entire arrangement from one bore to another hole location and setting of boring drilling rig as per specification, Boring 150 mm dia bores to given depth or refusal strata through any type of soil as per specification, Collection of undisturbed soil sample at 1. 50 M intervals or at any change of strata in 100 mm bore thin walled tube incl waxing sealing packing and transporting to the lab as per specification, Carrying out standard penetration test incl collecting of disturbed soil samples in bore holes at every 1. 5 m depth or any change of strata and submit the report as per specification, Carrying out Plastic limit test as per specification, Carrying out Proctor compaction test as per specification, Carrying out Tri axial share test as per specification, Carrying out Liquid limit test as per specification, Carrying out Direct shear test as per specification, Carrying out Field density test as per specification, Carrying out test for depth of ground water table as per specification, Carrying out unconfined compression test as per specification, Test for angle of internal friction cohesion dry density as per specification, N Value at an interval of 1. 50 Mtr for a depth of 8 M as per specification, Determination of bearing capacity for the following types of foundation as per specification, RCC raft fdn for building at depth 0. 5m and every 1 mtr interval thereafter upto min of 3. 5m in case SBC of 10T Sqm not obtained till 3. 5m depth then greater depth as per specification, RCC raft strip fdn for VIFT retaining wall at depth 0. 5m and every 1 mtr interval thereafter upto min of 3. 5m in case SBC of 10T Sqm not obtained till 3. 5m depth as per specification, Recommending appropriate value of safe bearing capacity as per specification, Conducting necessary tests as per relevant IS codes NBC 2016 SP 36 on all collected samples which incl the determination as per specification, Atterberg Limits as per specification, Natural moisture content as per specification, Wet and dry density as per specification, Soil particle size distribution using sieve hydrometer analysis as per specification, Tri axial shear test C and Phi determination as per specification, Shrinkage Limit as per specification, Consolidation test as per specification, Specific gravity test for sand rock as per specification, Crushing strength of rock samples as per specification, Permeability test as per specification, Chemical analysis of ground water sample min 02 samples as per specification, Free soil index as per specification, Chemical analysis of soil as per specification, N Value at an interval of 1. 50 Mtr for a depth of 10M as per specification, Carrying out CBR test as per IS 2720 code as per specification. Quantity: 69 issued by. Submission Deadline: 13-11-2024 09: 00: 00. View full details and respond.
Tender Category
Goods
Bid To RA
2
Bid To RA Enabled
No
Item Category
Mobilisation of manual drilling equipment rig and shifting of entire arrangement from one bore to another hole location and setting of boring drilling rig as per specification , Boring 150 mm dia bores to given depth or refusal strata through any type of soil as per specification , Collection of undisturbed soil sample at 1.50 M intervals or at any change of strata in 100 mm bore thin walled tube incl waxing sealing packing and transporting to the lab as per specification , Carrying out standard penetration test incl collecting of disturbed soil samples in bore holes at every 1.5 m depth or any change of strata and submit the report as per specification , Carrying out Plastic limit test as per specification , Carrying out Proctor compaction test as per specification , Carrying out Tri axial share test as per specification , Carrying out Liquid limit test as per specification , Carrying out Direct shear test as per specification , Carrying out Field density test as per specification , Carrying out test for depth of ground water table as per specification , Carrying out unconfined compression test as per specification , Test for angle of internal friction cohesion dry density as per specification , N Value at an interval of 1.50 Mtr for a depth of 8 M as per specification , Determination of bearing capacity for the following types of foundation as per specification , RCC raft fdn for building at depth 0.5m and every 1 mtr interval thereafter upto min of 3.5m in case SBC of 10T Sqm not obtained till 3.5m depth then greater depth as per specification , RCC raft strip fdn for VIFT retaining wall at depth 0.5m and every 1 mtr interval thereafter upto min of 3.5m in case SBC of 10T Sqm not obtained till 3.5m depth as per specification , Recommending appropriate value of safe bearing capacity as per specification , Conducting necessary tests as per relevant IS codes NBC 2016 SP 36 on all collected samples which incl the determination as per specification , Atterberg Limits as per specification , Natural moisture content as per specification , Wet and dry density as per specification , Soil particle size distribution using sieve hydrometer analysis as per specification , Tri axial shear test C and Phi determination as per specification , Shrinkage Limit as per specification , Consolidation test as per specification , Specific gravity test for sand rock as per specification , Crushing strength of rock samples as per specification , Permeability test as per specification , Chemical analysis of ground water sample min 02 samples as per specification , Free soil index as per specification , Chemical analysis of soil as per specification , N Value at an interval of 1.50 Mtr for a depth of 10M as per specification , Carrying out CBR test as per IS 2720 code as per specification
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Main Document
BOQ
BOQ
GEM_GENERAL_TERMS_AND_CONDITIONS
Mobilisation of manual drilling equipment rig and shifting of entire arrangement from one bore to another hole location and setting of boring drilling rig as per specification
Mobilisation of manual drilling equipment rig and shifting of entire arrangement from one bore to another hole location and setting of boring drilling rig as per specification
Boring 150 mm dia bores to given depth or refusal strata through any type of soil as per specification
Boring 150 mm dia bores to given depth or refusal strata through any type of soil as per specification
Collection of undisturbed soil sample at 1.50 M intervals or at any change of strata in 100 mm bore thin walled tube incl waxing sealing packing and transporting to the lab as per specification
Collection of undisturbed soil sample at 1.50 M intervals or at any change of strata in 100 mm bore thin walled tube incl waxing sealing packing and transporting to the lab as per specification
Carrying out standard penetration test incl collecting of disturbed soil samples in bore holes at every 1.5 m depth or any change of strata and submit the report as per specification
Carrying out standard penetration test incl collecting of disturbed soil samples in bore holes at every 1.5 m depth or any change of strata and submit the report as per specification
Carrying out Plastic limit test as per specification
Carrying out Plastic limit test as per specification
Carrying out Proctor compaction test as per specification
Carrying out Proctor compaction test as per specification
Carrying out Tri axial share test as per specification
Carrying out Tri axial share test as per specification
Carrying out Liquid limit test as per specification
Carrying out Liquid limit test as per specification
Carrying out Direct shear test as per specification
Carrying out Direct shear test as per specification
Carrying out Field density test as per specification
Carrying out Field density test as per specification
Carrying out test for depth of ground water table as per specification
Carrying out test for depth of ground water table as per specification
Carrying out unconfined compression test as per specification
Carrying out unconfined compression test as per specification
Test for angle of internal friction cohesion dry density as per specification
Test for angle of internal friction cohesion dry density as per specification
N Value at an interval of 1.50 Mtr for a depth of 8 M as per specification
N Value at an interval of 1.50 Mtr for a depth of 8 M as per specification
Determination of bearing capacity for the following types of foundation as per specification
Determination of bearing capacity for the following types of foundation as per specification
RCC raft fdn for building at depth 0.5m and every 1 mtr interval thereafter upto min of 3.5m in case SBC of 10T Sqm not obtained till 3.5m depth then greater depth as per specification
RCC raft fdn for building at depth 0.5m and every 1 mtr interval thereafter upto min of 3.5m in case SBC of 10T Sqm not obtained till 3.5m depth then greater depth as per specification
RCC raft strip fdn for VIFT retaining wall at depth 0.5m and every 1 mtr interval thereafter upto min of 3.5m in case SBC of 10T Sqm not obtained till 3.5m depth as per specification
RCC raft strip fdn for VIFT retaining wall at depth 0.5m and every 1 mtr interval thereafter upto min of 3.5m in case SBC of 10T Sqm not obtained till 3.5m depth as per specification
Recommending appropriate value of safe bearing capacity as per specification
Recommending appropriate value of safe bearing capacity as per specification
Conducting necessary tests as per relevant IS codes NBC 2016 SP 36 on all collected samples which incl the determination as per specification
Conducting necessary tests as per relevant IS codes NBC 2016 SP 36 on all collected samples which incl the determination as per specification
Atterberg Limits as per specification
Atterberg Limits as per specification
Natural moisture content as per specification
Natural moisture content as per specification
Wet and dry density as per specification
Wet and dry density as per specification
Soil particle size distribution using sieve hydrometer analysis as per specification
Soil particle size distribution using sieve hydrometer analysis as per specification
Tri axial shear test C and Phi determination as per specification
Tri axial shear test C and Phi determination as per specification
Shrinkage Limit as per specification
Shrinkage Limit as per specification
Consolidation test as per specification
Consolidation test as per specification
Specific gravity test for sand rock as per specification
Specific gravity test for sand rock as per specification
Crushing strength of rock samples as per specification
Crushing strength of rock samples as per specification
Permeability test as per specification
Permeability test as per specification
Chemical analysis of ground water sample min 02 samples as per specification
Chemical analysis of ground water sample min 02 samples as per specification
Free soil index as per specification
Free soil index as per specification
Chemical analysis of soil as per specification
Chemical analysis of soil as per specification
N Value at an interval of 1.50 Mtr for a depth of 10M as per specification
N Value at an interval of 1.50 Mtr for a depth of 10M as per specification
Carrying out CBR test as per IS 2720 code as per specification
Carrying out CBR test as per IS 2720 code as per specification
| Item # | Title | Description | Quantity | Unit | Consignee | Delivery (Days) | Price Trends |
|---|---|---|---|---|---|---|---|
| 1 | Mobilisation of manual drilling equipment rig and shifting of entire arrangement from one bore to another hole location and setting of boring drilling rig as per specification | Mobilisation of manual drilling equipment rig and shifting of entire arrangement from one bore to another hole location and setting of boring drilling rig as per specification | 1 | job | bsoge881 | 21 | |
| 2 | Boring 150 mm dia bores to given depth or refusal strata through any type of soil as per specification | Boring 150 mm dia bores to given depth or refusal strata through any type of soil as per specification | 36 | rm | bsoge881 | 21 | |
| 3 | Collection of undisturbed soil sample at 1.50 M intervals or at any change of strata in 100 mm bore thin walled tube incl waxing sealing packing and transporting to the lab as per specification | Collection of undisturbed soil sample at 1.50 M intervals or at any change of strata in 100 mm bore thin walled tube incl waxing sealing packing and transporting to the lab as per specification | 1 | job | bsoge881 | 21 | |
| 4 | Carrying out standard penetration test incl collecting of disturbed soil samples in bore holes at every 1.5 m depth or any change of strata and submit the report as per specification | Carrying out standard penetration test incl collecting of disturbed soil samples in bore holes at every 1.5 m depth or any change of strata and submit the report as per specification | 1 | job | bsoge881 | 21 | |
| 5 | Carrying out Plastic limit test as per specification | Carrying out Plastic limit test as per specification | 1 | job | bsoge881 | 21 | |
| 6 | Carrying out Proctor compaction test as per specification | Carrying out Proctor compaction test as per specification | 1 | job | bsoge881 | 21 | |
| 7 | Carrying out Tri axial share test as per specification | Carrying out Tri axial share test as per specification | 1 | job | bsoge881 | 21 | |
| 8 | Carrying out Liquid limit test as per specification | Carrying out Liquid limit test as per specification | 1 | job | bsoge881 | 21 | |
| 9 | Carrying out Direct shear test as per specification | Carrying out Direct shear test as per specification | 1 | job | bsoge881 | 21 | |
| 10 | Carrying out Field density test as per specification | Carrying out Field density test as per specification | 1 | job | bsoge881 | 21 | |
| 11 | Carrying out test for depth of ground water table as per specification | Carrying out test for depth of ground water table as per specification | 1 | job | bsoge881 | 21 | |
| 12 | Carrying out unconfined compression test as per specification | Carrying out unconfined compression test as per specification | 1 | job | bsoge881 | 21 | |
| 13 | Test for angle of internal friction cohesion dry density as per specification | Test for angle of internal friction cohesion dry density as per specification | 1 | job | bsoge881 | 21 | |
| 14 | N Value at an interval of 1.50 Mtr for a depth of 8 M as per specification | N Value at an interval of 1.50 Mtr for a depth of 8 M as per specification | 1 | job | bsoge881 | 21 | |
| 15 | Determination of bearing capacity for the following types of foundation as per specification | Determination of bearing capacity for the following types of foundation as per specification | 1 | job | bsoge881 | 21 | |
| 16 | RCC raft fdn for building at depth 0.5m and every 1 mtr interval thereafter upto min of 3.5m in case SBC of 10T Sqm not obtained till 3.5m depth then greater depth as per specification | RCC raft fdn for building at depth 0.5m and every 1 mtr interval thereafter upto min of 3.5m in case SBC of 10T Sqm not obtained till 3.5m depth then greater depth as per specification | 1 | job | bsoge881 | 21 | |
| 17 | RCC raft strip fdn for VIFT retaining wall at depth 0.5m and every 1 mtr interval thereafter upto min of 3.5m in case SBC of 10T Sqm not obtained till 3.5m depth as per specification | RCC raft strip fdn for VIFT retaining wall at depth 0.5m and every 1 mtr interval thereafter upto min of 3.5m in case SBC of 10T Sqm not obtained till 3.5m depth as per specification | 1 | job | bsoge881 | 21 | |
| 18 | Recommending appropriate value of safe bearing capacity as per specification | Recommending appropriate value of safe bearing capacity as per specification | 1 | job | bsoge881 | 21 | |
| 19 | Conducting necessary tests as per relevant IS codes NBC 2016 SP 36 on all collected samples which incl the determination as per specification | Conducting necessary tests as per relevant IS codes NBC 2016 SP 36 on all collected samples which incl the determination as per specification | 1 | job | bsoge881 | 21 | |
| 20 | Atterberg Limits as per specification | Atterberg Limits as per specification | 1 | job | bsoge881 | 21 | |
| 21 | Natural moisture content as per specification | Natural moisture content as per specification | 1 | job | bsoge881 | 21 | |
| 22 | Wet and dry density as per specification | Wet and dry density as per specification | 1 | job | bsoge881 | 21 | |
| 23 | Soil particle size distribution using sieve hydrometer analysis as per specification | Soil particle size distribution using sieve hydrometer analysis as per specification | 1 | job | bsoge881 | 21 | |
| 24 | Tri axial shear test C and Phi determination as per specification | Tri axial shear test C and Phi determination as per specification | 1 | job | bsoge881 | 21 | |
| 25 | Shrinkage Limit as per specification | Shrinkage Limit as per specification | 1 | job | bsoge881 | 21 | |
| 26 | Consolidation test as per specification | Consolidation test as per specification | 1 | job | bsoge881 | 21 | |
| 27 | Specific gravity test for sand rock as per specification | Specific gravity test for sand rock as per specification | 1 | job | bsoge881 | 21 | |
| 28 | Crushing strength of rock samples as per specification | Crushing strength of rock samples as per specification | 1 | job | bsoge881 | 21 | |
| 29 | Permeability test as per specification | Permeability test as per specification | 1 | job | bsoge881 | 21 | |
| 30 | Chemical analysis of ground water sample min 02 samples as per specification | Chemical analysis of ground water sample min 02 samples as per specification | 1 | job | bsoge881 | 21 | |
| 31 | Free soil index as per specification | Free soil index as per specification | 1 | job | bsoge881 | 21 | |
| 32 | Chemical analysis of soil as per specification | Chemical analysis of soil as per specification | 1 | job | bsoge881 | 21 | |
| 33 | N Value at an interval of 1.50 Mtr for a depth of 10M as per specification | N Value at an interval of 1.50 Mtr for a depth of 10M as per specification | 1 | job | bsoge881 | 21 | |
| 34 | Carrying out CBR test as per IS 2720 code as per specification | Carrying out CBR test as per IS 2720 code as per specification | 1 | job | bsoge881 | 21 |
Experience Criteria
Past Performance
Bidder Turnover
Certificate (Requested in ATC)
OEM Authorization Certificate
OEM Annual Turnover
Additional Doc 1 (Requested in ATC) *In case any bidder is seeking exemption from Experience / Turnover Criteria
the supporting documents to prove his eligibility for exemption must be uploaded for evaluation by the buyer
Extended Deadline
13-Nov-2024, 9:00 am
Opening Date
13-Nov-2024, 9:30 am
| S.No | Seller | Item | Date | Status |
|---|---|---|---|---|
| 1 | JK MATERIAL TEST HOUSE INFRACON AND CONSULTANCY PRIVATE LIMITED Under PMA | - | 30-10-2024 22:55:45 | |
| 2 | M/S GORSI CONSULTANCY Under PMA | - | 13-11-2024 07:14:23 | |
| 3 | MOHD IRFAN Under PMA | - | 08-11-2024 22:47:32 |
| Rank | Seller | Price | Item |
|---|---|---|---|
| L1 | JK MATERIAL TEST HOUSE INFRACON AND CONSULTANCY PRIVATE LIMITED(MSE)( MSE Social Category:ST ) Under PMA | Item Categories : Mobilisation of manual drilling equipment rig and shifting of entire arrangement from one bore to a | |
| L2 | MOHD IRFAN (MSE)( MSE Social Category:ST ) Under PMA | Item Categories : Mobilisation of manual drilling equipment rig and shifting of entire arrangement from one bore to a | |
| L2 | M/S GORSI CONSULTANCY (MSE)( MSE Social Category:ST ) Under PMA | Item Categories : Mobilisation of manual drilling equipment rig and shifting of entire arrangement from one bore to a |
The eligibility requirements include being a registered entity, possessing relevant experience, and proving performance records. Bidders may also need to submit OEM authorization and turnover certificates. For exemption from the experience or turnover criteria, supporting documents must accompany the bid.
Among the documents required, bidders must provide experience criteria documents, past performance records, OEM authorization certificates, and any additional documents specified in the tender’s conditions. Each certificate plays a vital role in validating the competency and reliability of the bidder.
Interested parties must ensure they are registered in the GEM portal. The registration process typically involves submitting company details, documentation, and necessary identification. It is crucial to complete this registration before participating in the tender process.
All submissions need to be made electronically via the specified platform. Acceptable formats include commonly used documents such as PDF, DOCX, and any format explicitly listed within the tender documentation.
Technical specifications include the ability to perform various soil tests, operating manual drilling rigs, and ensuring safe collection and transportation of soil samples. Detailed adherence to protocols outlined in the specifications is expected from bidders.
Bidders must comply with industry-standard quality benchmarks for soil investigation tasks and must ensure that tests and procedures are performed in accordance with the specifications contained in the tender.
Bidders must meet all stipulations in the tender's compliance section, which generally includes legal registration, financial documentation, and adherence to technical specifications as laid out in the tender.
Details regarding the Earnest Money Deposit (EMD) will be specified in the tender documentation. Typically, bidders are required to submit a specified amount as a guarantee of commitment to their bid.
Yes, performance security may be required to ensure contract fulfillment once awarded. Details about the amount and conditions will be specified in the tender documentation.
Payment terms will depend on the successful completion of deliverables and will be detailed in the tender conditions. Bidders should ensure to understand the payment milestones stipulated.
Price evaluation will align with the total value wise evaluation approach. Bidders must clearly define pricing strategies that align with project specifications and expectations.
Bids must be submitted electronically through the designated platform. It is critical to adhere to any specified submission guidelines to ensure acceptance.
Key timelines, including submission dates and opening dates, will be provided in the tender documentation. Bidders are encouraged to remain mindful of these deadlines.
The evaluation and selection process involves a thorough review of all submitted documents against eligibility criteria, technical specifications, and financial requirements outlined in the tender.
Results of the evaluation will be communicated as outlined in the tender documentation. Bidders are advised to check the portal or contact the issuing authority for updates.
MSEs may be entitled to certain benefits such as exemptions from specific eligibility criteria and relaxed financial requirements. Refer to the tender documents for full details.
Startups may enjoy certain preferential treatment in terms of eligibility and financial requirements, which will be clearly stated in the tender documentation.
This tender promotes local procurement and manufacturing, aligning with national policies designed to foster indigenous industry. Bidders should highlight compliance with these policies in their submissions.
Local content regulations will be addressed in the tender documentation, guiding bidders on the requirement to source materials and services locally as part of the procurement process.
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Main Document
BOQ
BOQ
GEM_GENERAL_TERMS_AND_CONDITIONS