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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹22 LAccepted-AOC B 10 KRISHNA INDUSTRIAL ESTATE OPP B I D C GORWA ESTATE VADODARA 390016 GUJARAT | VADODARA | GUJARAT | 390016 | ₹22 L | 1 | Accepted-AOC Being a lowest bidder |
| 2 | 2₹25 L+₹3 L (13.6%)Rejected-Finance | ₹25 L+₹3 L (13.6%) | 2 | Rejected-Finance Other than lowest |
| 3 | Rejected-Technical K701 MARVEL ZEPHYR KHARADI PUNE MAHARASHTRA 411014 UDYAM MH 26 0652381 27AADCE9912F1ZM B R | PUNE | MAHARASHTRA | 411014 | - | - | Rejected-Technical Not enlisted in eligible category as per NIT |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not enlisted in eligible category as per NIT |
| 5 | Rejected-Technical 849 1 BADDI SHITALPUR BADDI INDUSTRIAL AREA SOLAN 173205 | SOLAN | HIMACHAL PRADESH | 173205 | - | - | Rejected-Technical Not enlisted in eligible category as per NIT |
| Sl No | Description | Qty | Unit | GEO DESIGNS AND RESEARCH PVT LTD L1 | Sai Geotechnical Lab L2 |
|---|---|---|---|---|---|
| 1.00 | PROVISION OF CONSULTANCY SERVICES FOR ANALYSIS AND DESIGN OF SOIL STABILISATION AND SOIL RETAINING STRUCTURE AT PORT MOUNT, PORT BLAIR consisting of following scope of | 1 | JOB | 22,00,000 ₹22,00,000 Lowest | 25,00,000 ₹25,00,000 |
| 1.01(A) Analysis & design of soil stabilisation having approximate area of 7500 sqm in seismic zone V as per IS 1893 (latest version) and other relevant codes of practice incl MORTH latest version, IRC standards etc duly considering all stipulated cobinations of dead laod, live load and lateral thrust of soil for static and seismic conditions with respect to the topography and soil investigation report of the area. | |||||
| 1.02(B) Design of soil retaining structure with aprox 120m length having height varying from 10m to 12m in seismic zone V as per IS 1893 (latest version) and other relevant codes of practice incl MORTH latest version, IRC standards etc duly considering all stipulated cobinations of dead load, live load and lateral thrust of soil for static and seismic conditions with respect to the topography and soil investigation report of the area | |||||
| 1.03(a) Conceptual Project Report as per Annexure I to Appendix 'A' of Consultantancy Agreement | |||||
| 1.04(b) Post approval of the technique/ method on the basis of the CPR by HQ CE A&N Zone, preparation of a Detailed Project Report (DPR) as per Annexure I to Appendix 'A' of Consultantancy Agreement | |||||
| 1.05(c) Review of draft DPR submitted by the consulatant (Sl.No.1.04 above) and duly incorporating the suggestion give by user's and accepting officer on the detailes /scheme/design,drawings&specification and preparation of the final DPR and submission to designated vetting authority. | |||||
| 1.06(d) Third Party Vetting/ Proof checking of the design from any IIT/NIT. | |||||
| 1.07(e) Site Visit:- Site visit (min two) of soil Expert and Structural Engineer including transportation and other charges. The design team from the consultancy firm will fully familiarise themselves with the scope of work of the complete project & provide designs/ recommendations/ reports/ estimates BOQ accordingly. | |||||
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
7 Jun 2025, 6:00 pmClosed
Chief Engineer A and N Zone
HQ CE A and N Zone MES Brichgunj Junglighat post Sri Vijaya Puram
Provn of Consultancy Services for Analysis and Design of Soil Stabilisation and Soil Retaining Structure at Port Mout Port Blair
2025_MES_703394_1
801253/R/E8
Open Tender
Consultancy Services
Item Rate
90 days
Portblair
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
AGE I P Central Port Blair
₹40,000
Yes
16 Sept 2025
8 May 2025
9 Jun 2025
8 May 2025
7 Jun 2025
23 May 2025
Amount
PROVISION OF CONSULTANCY SERVICES FOR ANALYSIS AND DESIGN OF SOIL STABILISATION AND SOIL RETAINING STRUCTURE AT PORT MOUNT, PORT BLAIR consisting of following scope of
(A) Analysis & design of soil stabilisation having approximate area of 7500 sqm in seismic zone V as per IS 1893 (latest version) and other relevant codes of practice incl MORTH latest version, IRC standards etc duly considering all stipulated cobinations of dead laod, live load and lateral thrust of soil for static and seismic conditions with respect to the topography and soil investigation report of the area.
(B) Design of soil retaining structure with aprox 120m length having height varying from 10m to 12m in seismic zone V as per IS 1893 (latest version) and other relevant codes of practice incl MORTH latest version, IRC standards etc duly considering all stipulated cobinations of dead load, live load and lateral thrust of soil for static and seismic conditions with respect to the topography and soil investigation report of the area
(a) Conceptual Project Report as per Annexure I to Appendix 'A' of Consultantancy Agreement
(b) Post approval of the technique/ method on the basis of the CPR by HQ CE A&N Zone, preparation of a Detailed Project Report (DPR) as per Annexure I to Appendix 'A' of Consultantancy Agreement
(c) Review of draft DPR submitted by the consulatant (Sl.No.1.04 above) and duly incorporating the suggestion give by user's and accepting officer on the detailes /scheme/design,drawings&specification and preparation of the final DPR and submission to designated vetting authority.
(d) Third Party Vetting/ Proof checking of the design from any IIT/NIT.
(e) Site Visit:- Site visit (min two) of soil Expert and Structural Engineer including transportation and other charges. The design team from the consultancy firm will fully familiarise themselves with the scope of work of the complete project & provide designs/ recommendations/ reports/ estimates BOQ accordingly.
Sai Geotechnical Lab (BID ID -3309591)
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