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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAccepted-AOC 1506 15TH FLOOR CORPORATE PARK SECTOR 18 PLOT NO 14 15 VASHI NAVI MUMBAI 400 703 | NAVI MUMBAI | THANE | MAHARASHTRA | 400703 | ₹2.7 Cr | L1 | Accepted-AOC Submitted documents as per NIT |
| 2 | L2₹3.4 Cr+₹64.5 L (23.8%)Rejected-Finance | ₹3.4 Cr+₹64.5 L (23.8%) | L2 | Rejected-Finance L2 |
| 3 | L3₹3.8 Cr+₹1.1 Cr (42.0%)Rejected-Finance | ₹3.8 Cr+₹1.1 Cr (42.0%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Submitted documents as per NIT |
Tender Value
₹3.1 Cr
EMD Value
₹6.1 L
Closing Date
17 Sept 2022, 5:00 pmClosed
GM(Civil), CMPDI HQ, Ranchi
Office of GM(Civil), CMPDI HQ, Ranchi
Planning, Investigation, Design, Engg, Const., Supply, Erection, Testing, of Suitable Ground Improvement Technique for Stabilization of Foundation Expansive soil and Reinforced Earth Structure for Stabilization of Dump Wall Face at MKDIII Umrer WCL
2022_CMPDI_254834_1
CMPDI/HQ/CIVIL/2022/523 dtd 31.08.22
Turnkey
Civil Works - Roads
Item Rate
180 days
MKD III Dinesh OCP, Umrer Area, WCL
As per NIT
12 documents required · 12 mandatory
₹6.1 L
14 Oct 2022
1 Sept 2022
19 Sept 2022
1 Sept 2022
17 Sept 2022
1 Sept 2022
1 Sept 2022 - 9 Sept 2022
Amount
Design, Planning of Ground improving system including submission of detailed design report ( by manual or software approved by VNIT/CMPDI) in soft copy, detailed drawings for construction, mobilisation of machines for operations etc. ( Available Input Data/ Geo technical parameters shall be shared by VNIT). Incase of any addtional data or additional borehole exploration is required for further detailed design, it shall be done by the bidder only)
Construction of Suitable Ground Improvement Technique for Stabilization of Foundation Soil of Expansive Nature and Reinforced Earth Structure for Stabilization of Dump Toe Wall using Suitable Scientific Technology of the existing OB Dump having 10m to 15m deep swelling clay( Black, red and green clay) to resist the OB Dump height of 90m -120m including excavation, laying of PCC or RCC as a levelling course, providing & laying of suitable geo-reinrcement in different grade as per design requirement , gabion structures, collection/ segreation of suitable size of stone from the mines, filling in the gabion structures, suitable drainage Net-work system in the proposed structures to designated place near the dump, including installation of necessary instrumentations like pressure cells, inlcinometer etc.(instruments will be supplied by the VNIT) all complete or any other technological advencement to counteract the pressure developed by OB dump on the soft strata/ black cotton soil as approved by VNIT/CMPDI
Total impact of GST for the purpose of CTC
MARUTII INFRACREATION PVT LTD
HMBS Textiles Pvt Ltd
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