Indian Army
Jammu And Kashmir | Poonch |
- Download
Time left to bid
9
Days21
Hours35
MinutesTender Roadmap
Publish Date
10 Oct 2024
Tender is published for seller Participation.
Bid Submission End Date
31 Oct 2024
Last day to participate Tender on GeM platform.
Evaluation Date
31 Oct 2024
Technical committe will evaluate Bid and Open Results.
Earnest Amount | |||||||||||||||||||||||||||||
XXXXXXX | |||||||||||||||||||||||||||||
Tender Amount | |||||||||||||||||||||||||||||
XXXXXXX | |||||||||||||||||||||||||||||
Department | |||||||||||||||||||||||||||||
Department Of Military Affairs | |||||||||||||||||||||||||||||
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 GeMARPTS607 607 / Searched Strings used in GeMARPTS SOIL INVESTIGATION FOR PROVN OF OFFICE COMPLEX WITH SECURITY POST AND JCO LIVING ACCN ALONGWITH ALLIED SERVICES AT FSD KHANETAR NALLAH GeMARPTS / Searched Result generated in GeMARPTS Category not available on GeM for the text string uploaded by the buyer / Relevant Categories selected for notification Soil Compactor-IS:2720 Bid Details/ | |||||||||||||||||||||||||||||
Purchaser Address | |||||||||||||||||||||||||||||
Poonch | |||||||||||||||||||||||||||||
Work Description | |||||||||||||||||||||||||||||
SOIL INVESTIGATION FOR PROVN OF OFFICE COMPLEX;69; 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 GeMARPTS607 607 / Searched Strings used in GeMARPTS SOIL INVESTIGATION FOR PROVN OF OFFICE COMPLEX WITH SECURITY POST AND JCO LIVING ACCN ALONGWITH ALLIED SERVICES AT FSD KHANETAR NALLAH GeMARPTS / Searched Result generated in GeMARPTS Category not available on GeM for the text string uploaded by the buyer / Relevant Categories selected for notification Soil Compactor-IS:2720 Bid Details/
|
|||||||||||||||||||||||||||||
Corrigendum | |||||||||||||||||||||||||||||
|
|||||||||||||||||||||||||||||
Eligibility | |||||||||||||||||||||||||||||
|
|||||||||||||||||||||||||||||
My Evaluation Notes | |||||||||||||||||||||||||||||
|
Secure Your Funding Need with Us
Get instant access to business loans. We simplify finance and amplify success by providing the loans and fundings when you need them.
CHECK ELIGIBILITY
Assess your Loan Eligibility as per your financials.SUBMIT APPLICATION
Complete Online ProcessINSTANT APPROVAL
We will evaluate your application and share an Offer!We Invest in your Success, START BIDDING
AVAIL FUNDING NOW*Subject to your document's availability
-
Wishlist & Start
Your wishes are our command! Hit the "Wishlist" button on the tender of your choice, and our team will be in touch within 48 hours to ignite the process.
-
Quote at Warp
Don't wait, accelerate! Click "Quote Now" for an instantaneous tender quote, started within a mere 2 hours.
-
Documents Wizard
Receive a checklist and customizable document templates from our team, streamlining your preparation.
-
Relax & Delegate
Sit back & Relax! Once you've provided your documents and quote, our expert team will manage all subsequent tasks on your behalf. Await an Order Now.
-
Avail For Funding
Request for 70% funds of Estimated Bid Value.
-
Submit Documents
Upload you KYC/Financial documents.
-
Wait For Approval
Get approval within 7 days.
-
Get Funds Disbursements
Upload order, sign agreement and your supplier gets paid in 48 hours.