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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAccepted-AOC B 10 KRISHNA IND ESTATE BIDC GORWA VADODARA 390016 | VADODARA | VADODARA | GUJARAT | 390016 | L1 | Accepted-AOC Being lowest and reasonable | |
| 2 | L2₹3.1 Cr+₹35.9 L (13.1%)Rejected-Finance PLOT NO 71 AUTO NAGAR SIX SIGMA ENGINEERING ENTERPRISES VISAKHAPATNAM VILLAGE TOWN BLOCK D EXPANSION CITY VISAKHAPATNAM | L2 | Rejected-Finance Not being lowest | |
| 3 | Rejected-Technical | - | Rejected-Technical Please refer Technical Evaluation summary document uploaded herewith | |
| 4 | Rejected-Technical 849 1 BADDI SHITALPUR BADDI INDUSTRIAL AREA SOLAN 173205 | SOLAN | HIMACHAL PRADESH | 173205 | - | Rejected-Technical Please refer Technical Evaluation summary document uploaded herewith |
Tender Value
₹3.2 Cr
EMD Value
₹3.9 L
Closing Date
4 Sept 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Col Alex Antony, CWE Port Blair
Commander Works Engineer, Military Engineer Services, Minniebay,Junglighat-PO, Port Blair
CONSULTANCY SERVICES FOR DETAILED STUDY OF CHOULDARI DAM FOR STRUCTURAL STABILITY,CAPACITY AUGMENTATION AND ALLIED SERVICES AT PORT BLAIR
2024_MES_663508_1
80983 Consultancy services for Chouldhari Dam
Open Tender
Civil Works
Item Rate
364 days
Port Blair
As per NIT
8 documents required · 8 mandatory
₹2,000
GE Minniebay
₹3.9 L
Yes
22 Nov 2024
2 Jul 2024
11 Sept 2024
2 Jul 2024
4 Sept 2024
23 Jul 2024
3 Jul 2024 - 19 Jul 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.5 | Phase-I | - | - | - | - |
| 1 | Geophysical Survey of the complete dam and complete catchment area as directed by Engineer-in-Charge. | 1 | Job | - | - |
| 1.01 | DRILLING OF BOREHOLES- HX size in soil, 03 No. of maximum depth 25m from dam crest and 02 nos 15m each from downstream berm to foundation level, including collection of undisturbed soil @every 5m interval and SPT@every 3m interval complete all as specified. | 105 | RM | - | - |
| 2LAB TEST ON UDS COLLECTED FROM ITEM NO 2 ABOVE INCLUDING FOLLOWING TEST | |||||
| 2.01 | Bulk density | 20 | Nos | - | - |
| 2.02 | Natural moisture content | 20 | Nos | - | - |
| 2.03 | Triaxial Shear strength (CU) | 10 | Nos | - | - |
| 2.04 | Direct shear test (CU) | 10 | Nos | - | - |
| 2.05 | Permeability test | 10 | Nos | - | - |
| 2.06 | Phase-II | - | - | - | - |
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tech_bid_open.pdf
tech_eval.pdf
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