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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹73,500Accepted-AOC | ₹73,500 | L1 | Accepted-AOC Being L1 |
| 2 | L2₹85,000+₹11,500 (15.6%)Rejected-Finance | ₹85,000+₹11,500 (15.6%) | L2 | Rejected-Finance Being not L1 |
| 3 | L3₹1.9 L+₹1.2 L (163.9%)Rejected-Finance 36 RANJEET NAGAR SHAHBAD MARKANDA NH 1 KURUKSHETRA HARYANA 136135 | KURUKSHETRA | HARYANA | 136135 | ₹1.9 L+₹1.2 L (163.9%) | L3 | Rejected-Finance Being not L1 |
| 4 | L4₹2.3 L+₹1.6 L (214.3%)Rejected-Finance | ₹2.3 L+₹1.6 L (214.3%) | L4 | Rejected-Finance Being not L1 |
Tender Value
Refer Docs
EMD Value
₹18,000
Closing Date
23 May 2024, 6:00 pmClosed
GE NASIRABAD
Garrison Engineer, Military Engineer Services, Nasirabad, Pin - 305601
JOB ORDER FOR SOIL INVESTIGATION AT SITE OF WORK FOR CONSTR OF CENTRAL ASSEMBLY HALL CUM EXAM HALL (MULTI PUSPOSE HALL) AT RASHTRIYA MILITARY SCHOOL AJMER
2024_MES_649212_2
3016/28/E3
Open Tender
Civil Works
Item Rate
30 days
GE NASIRABAD
As per Notice of Quotation
5 documents required · 5 mandatory
₹500
Yes
GE NASIRABAD
₹18,000
Yes
3 Jun 2024
9 May 2024
25 May 2024
9 May 2024
23 May 2024
11 May 2024
9 May 2024 - 11 May 2024
Amount
M&L for carrying out soil investigation at work site by drilling of bore holes in location each of 100mm dia in any type of soil and NX size dia in rock for each location upto a depth 06 Metre and carryng out the following test as per relevant / Latest IS codeincluding collection of disturbed/HDS soil samples for lab testing all as specified & directed by Engineer in Charge :- (a) Drilling and sampling in soil and rock (b) Conaucting Standard Penetration Test. (c) Natural moisture content. (d) Dry and wet density (e) Soaked unconfined compression test. (f) Percentage absorption. (g) Mechanical analysis and moisture content. (h) Liquid and plastic limit test. (j) Sample preparation (k) Sieve analysis (l) Soil classification as per IS. (m) Direct shear test. (n) Consolidation test. (0) Unconfined compression on rock. (p) Completion of field and laboratory test as required for compiling for soil investigation report from NABL approved labotary / IIT / Any Govt Engineering college (q) Submission of 08 (Eight) copies of soil investigation report along with photos of each bore hole incorporating the soil in pressure bulb zone, highest water table, detailed calculation of SBC and recommendation of SBC at a particular depth considering effect of water table etc. to include the sample of soil with marking of various depth in specified wooden box. (r) Type of foundation recommended. NOTE : Location of bore holes shall be decided by the Engineer-in-Charge. The contractor may visit site of work prior to quoting of tender to ascertain the full knowledge of area where soil investigation is to be carried out.
M&L for carrying out soil investigation at work site by drilling of bore holes in location each of 100mm dia in any type of soil and NX size dia in rock for each location upto a depth 15 Metre and carryng out the following test as per relevant / Latest IS code including collection of disturbed/HDS soil samples for lab testing all as specified & directed by Engineer in Charge (a) Drilling and sampling in soil and rock (b) Conducting Standard Penetration Test (c) Natural moisture content (d) Dry and wet density (e) Soaked unconfined compression test (f) Percentage obsorption (g) Mechanical analysis and moisture content (h) Liquid and plastic limit test (j) Sample preparation (k) Sieve analysis. (l) Soil classification as per IS. (m) Direct shear test. (n) Consolidation test (o) Unconfined compression on rock. (p) Completion of field and laboratory test as required for compiling for soil investigation report from NABL approved labotary / IIT / Any Govt Engineering college (q) Submission of 08 (Eight) copies of soil investigation report along with photos of each bore hole incorporating the soil in pressure bulb zone highest water table detailed calculation of SBC and recommendation of SBC at a particular depth considering effect of water table etc. to include the sample of soil with marking of various depth in specified wooden box (r) Type of foundation recommended. NOTE : Location of bore holes shall be decided by the Engineer-in-Charge. The contractor may visit site of work prior to quoting of tender to ascertain the full knowledge of area where soil investigation is to be carried out.
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