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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-AOC | L1 | Accepted-AOC Awarded as a lowest (L1) | |
| 2 | L2₹2.5 L+₹33,999 (15.9%)Rejected-AOC | L2 | Rejected-AOC Awarded as a 2nd lowest | |
| 3 | L3₹3.4 L+₹1.3 L (61.0%)Rejected-AOC 36 RANJEET NAGAR SHAHBAD MARKANDA NH 1 KURUKSHETRA HARYANA 136135 | KURUKSHETRA | HARYANA | 136135 | L3 | Rejected-AOC Awarded as a 3rd lowest | |
| 4 | L4₹3.5 L+₹1.3 L (62.8%)Rejected-AOC | L4 | Rejected-AOC Awarded as a 4th lowest | |
| 5 | L5₹3.5 L+₹1.4 L (63.6%)Rejected-AOC B 415 GANGA OSIAN SQUARE SURVEY NO 249 250 MANKAR CHOWK WAKAD WAKAD PUNE MAHARASHTRA 411057 | PUNE | MAHARASHTRA | 411057 | L5 | Rejected-AOC Awarded as a 5th lowest |
Tender Value
₹4.0 L
Closing Date
4 Mar 2020, 6:00 pmClosed
GE I RD PASHAN
GE I RD PASHAN
Job work for Soil Investigation for special repair to balance portion of perimeter wall and construction of additional watch tower at ARDE Pashan, Pune
2020_MES_327714_1
2026/E Qtn/12/2019-20/E3
Open Tender
Job Works
Works
30 days
GE I RD PASHAN
As per NIT
3 documents required · 3 mandatory
₹0
Exempted
2 Nov 2020
22 Feb 2020
6 Mar 2020
22 Feb 2020
4 Mar 2020
27 Feb 2020
22 Feb 2020 - 26 Feb 2020
Amount
SOIL INVESTIGATION FOR SPECIAL REPAIRS TO BALANCE PORTION OF PERIMETER SECURITY WALL AND CONSTRUCTION OF ADDITIONAL WATCH TOWER AT ARDE PASHAN PUNE 1. Special repairs to balance portion of perimeter security wall and construction of additional watch tower at ARDE Pashan Pune: (a) Carring out soil investigation at work site of project by drilling of 12 bore holes for security wall and 04 bore holes for watch tower of 100mm dia in soil and 75 mm dia in rocks upto a depth of 5 mtr from GL at various location as per relevant IS code, collecting samples of disturbed and undisturbed soil and conducting following test as per relevant and latest IS code. (i) Crushing strength / compressive strength of rock. (ii) Density of rock. (iii) Water absorption test. (b) Completing of field regarding:- (i) Type of soild in pressure bulb zone. (ii) Highest water table. (iii) SBC at particular depth considering type of water table. (iv) Type of foundation to be adopted. (v) Submission of soil report in quadruplicate incorporating all test results and recommedations bore log chart, profile of log & bearing capacity calculation etc
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