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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-AOC | L1 | Accepted-AOC L1 bidder | |
| 2 | L2₹9.4 L+₹70,506.78 (8.07%)Rejected-AOC | L2 | Rejected-AOC L2 bidder | |
| 3 | Rejected-Technical | - | Rejected-Technical Registration document is not proper.Backlog details was not shown in PRICE when PAN No entered. |
| Sl No | Description | Qty | Unit | RAMAN UNNI MANIKANTAN L3 | GEOLINE SURVEY SOLUTIONS L2 | BINIL S O L1 |
|---|---|---|---|---|---|---|
| 1.00Study of Kerala Coastal Belt | ||||||
| 1.00 | OD9067/2026-2027:Periodical measurement of shoreline changes-Labour charges for Helper (Technician) for assisting in survey work such as measuring distances along the coast for a stretch of 2 km/day using hand-held GPS; in case of any operational constraints, measurements may alternatively be carried out using tape, as directed by the departmental officers (details for 2 km). | 567.6 | km | 503.34 ₹2,85,695.78 | 650 ₹3,68,940 | 480 ₹2,72,448 Lowest |
| 1.00 | OD9068/2026-2027:Conducting survey operations for the delineation of shoreline along the seacoast of all-terrain 4km per day (both plain and difficult) and also carrying out beach profile survey at designated cross-sections across the CP stones from CP 0000 to CP 0287 (unless otherwise specified by the engineer in charge with respect to the site condition) with levels at 3m intervals along the cross section from seawall to low tide level(LTL) ,utilizing Differential Global Positioning System (DGPS) integrated with Real-Time Kinematic (RTK) technology plotted after connecting available nearest GTS benchmarking to the existing Benchmark (BM) stone and subsequently to the CP stone with respect of MSL as specified by the Engineer in charge. Traverse report (cross sections) and longitudinal shoreline mapping should be submitted in WGS 84 datum and UTM/TM projection system as well as in hard copy (3nos each) of scale cross-section H(1:250) and V (1:100) with the longitudinal section in scale 1:5000. | 191.2 | km | 3,226.92 ₹6,16,987.1 | 950 ₹1,81,640 Lowest | 2,934.14 ₹5,61,007.57 |
| 1.00 | OD9070/2026-2027:Taking simultaneous observation using rubber ball including all labour charges for taking shoreline changes and littoral drift velocity | 6 | each | 1,273.09 ₹7,638.54 | 4,500 ₹27,000 | 1,244 ₹7,464 Lowest |
| 1.00 | OD9071/2026-2027:Taking simultaneous observation using metal float including all labour charges for taking shoreline changes and littoral drift velocity | 18 | each | 1,612.52 ₹29,025.36 | 5,000 ₹90,000 | 1,576 ₹28,368 Lowest |
| 1.00 | OD9072/2026-2027:Collection and testing of soil samples from beaches (both pre-monsoon and post-monsoon) (details for 15 numbers) | 32 | each | 159.25 ₹5,096 | 8,000 ₹2,56,000 | 149 ₹4,768 Lowest |
Tender Value
₹10.4 L
EMD Value
₹25,946
Closing Date
21 Jul 2026, 6:00 pmClosed
Deputy Director
Deputy Director coastal Engineering Subdivision Kollam
Conducting Physical Surveys and Field Data Collection under Coastal Engineering Section Thiruvananthapuram CP 0000 to CP 0287 for the period July 2026 June 2027
2026_Irrig_860368_1
IRR/IDRB/EST/2922/2023_5_2_1
Open Tender
Civil Works - Others
Item Rate
Trivandrum
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹25,946
Yes
30 Jul 2026
13 Jul 2026
23 Jul 2026
13 Jul 2026
21 Jul 2026
13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Study of Kerala Coastal Belt | |||||
| 1.001 | OD9067/2026-2027:Periodical measurement of shoreline changes-Labour charges for Helper (Technician) for assisting in survey work such as measuring distances along the coast for a stretch of 2 km/day using hand-held GPS; in case of any operational constraints, measurements may alternatively be carried out using tape, as directed by the departmental officers (details for 2 km). | - | km | - | - |
| 1.002 | OD9068/2026-2027:Conducting survey operations for the delineation of shoreline along the seacoast of all-terrain 4km per day (both plain and difficult) and also carrying out beach profile survey at designated cross-sections across the CP stones from CP 0000 to CP 0287 (unless otherwise specified by the engineer in charge with respect to the site condition) with levels at 3m intervals along the cross section from seawall to low tide level(LTL) ,utilizing Differential Global Positioning System (DGPS) integrated with Real-Time Kinematic (RTK) technology plotted after connecting available nearest GTS benchmarking to the existing Benchmark (BM) stone and subsequently to the CP stone with respect of MSL as specified by the Engineer in charge. Traverse report (cross sections) and longitudinal shoreline mapping should be submitted in WGS 84 datum and UTM/TM projection system as well as in hard copy (3nos each) of scale cross-section H(1:250) and V (1:100) with the longitudinal section in scale 1:5000. | 1 | km | - | - |
| 1.003 | OD9070/2026-2027:Taking simultaneous observation using rubber ball including all labour charges for taking shoreline changes and littoral drift velocity | - | each | - | - |
| 1.004 | OD9071/2026-2027:Taking simultaneous observation using metal float including all labour charges for taking shoreline changes and littoral drift velocity | - | each | - | - |
| 1.005 | OD9072/2026-2027:Collection and testing of soil samples from beaches (both pre-monsoon and post-monsoon) (details for 15 numbers) | - | each | - | - |
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