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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-AOC | ₹2.9 L | L1 | Accepted-AOC First Lowest.Then accepted. |
| 2 | L2₹3.0 L+₹11,627.28 (3.98%)Rejected-AOC | ₹3.0 L+₹11,627.28 (3.98%) | L2 | Rejected-AOC Second Lowest .Then rejection |
| 3 | L3₹3.0 L+₹12,432.22 (4.25%)Rejected-Finance | ₹3.0 L+₹12,432.22 (4.25%) | L3 | Rejected-Finance Third lowest.Then Rejected |
| Sl No | Description | Qty | Unit | RAMAN UNNI MANIKANTAN L2 | GRIDS, Digital Surveyors and Engineering Consultants L3 | BINIL S O L1 |
|---|---|---|---|---|---|---|
| 1.00Routine Work: Data Collection for Coastal studies | ||||||
| 1.00 | OD15911/2026-2027: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 | 167.11 | km | 500.5 ₹83,639.56 | 502 ₹83,890.22 | 500 ₹83,556 Lowest |
| 1.00 | OD16606/2026-2027: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 every 200m interval (unless otherwise specified by the engineer in charge with respect to the site condition) with levels at 5m 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) along with net sand volume calculations 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. | 44.4 | km | 3,212.3 ₹1,42,626.12 | 3,150 ₹1,39,860 | 3,000 ₹1,33,200 Lowest |
| 1.00 | OD53870/2025-2026:Taking Simultaneous Observations using metal float including all labour and conveyance charges for taking shoreline changes and littoral drift etc. completely as per instructions of departmental officers at the site. | 18 | no | 1,515.29 ₹27,275.22 Lowest | 1,600 ₹28,800 | 1,535 ₹27,630 |
| 1.00 | OD53871/2025-2026:Taking Simultaneous observations using rubber ball including all labour charges for taking shore line changes and littoral drift etc. as per the instructions of departmental officers at site | 6 | no | 1,123.15 ₹6,738.9 Lowest | 1,200 ₹7,200 | 1,150 ₹6,900 |
| 1.00 | OD53884/2025-2026:Collection of soil samples, pre -monsoon & amp ; post-mosoon, from beaches etc complete and conveyance of the same as per instructions of departmental officers at site.(1 set=1Dry+1 Wet Soil sample )(Header Quantity -15 each set) | 4 | each set | 146.23 ₹584.92 | 150 ₹600 | 146 ₹584 Lowest |
| 1.01 | OD54027/2025-2026:Cleaning of self recording tidal guage installed at Munnambam using hydrochloric acid at regular intervals( once in two months) | 6 | each | 1,001 ₹6,006 | 1,020 ₹6,120 | 1,000 ₹6,000 Lowest |
| 1.01 | OD53874/2025-2026:Supply of Non -rechageable 3.6 Volt Lithium Thionyl Chloride (LiSOCL2) batteries | 18 | no | 1,801.8 ₹32,432.4 | 1,600 ₹28,800 | 1,450 ₹26,100 Lowest |
| 1.01 | OD53879/2025-2026:Supply of Non rechargeable Alkaline AA battery. | 48 | no | 10.92 ₹524.16 Lowest | 51 ₹2,448 | 42 ₹2,016 |
| 1.01 | OD16607/2026-2027:Supply of metal float made of iron painted with two coats of primer for taking simultaneous observations. Metal float should be made of iron consisting of a cylindrical hollow sealed drum of dimensions length 24 cm and diameter 15cm and anchor made of four leaf each welded 90 degree apart and joined at centre. Each leaf is of dimension 20cm length and 10cm width. Density of metal float should be less than that of the seawater so that the metal float does not sink in sea. | 2 | no | 2,093 ₹4,186 Lowest | 3,550 ₹7,100 | 3,200 ₹6,400 |
Tender Value
₹3.3 L
EMD Value
₹8,357
Closing Date
20 Jul 2026, 4:30 pmClosed
Deputy Director
Coastal Engineering Sub Division Ernakulam At Mini Civil Station Tripunithura-682301
GENERAL-Study of Kerala Coastal Belt-Conducting physical survey and collection of field data under Coastal Engineering Section Ernakulam (CP 975-CP 1187) during the period July 2026 to June 2027-General Civil Work
2026_Irrig_860327_1
IRR/IDRB/TR/1538/2026_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
365 days
Ernakulam
Please refer Tender Documents
7 documents required · 7 mandatory
₹740
Yes
₹8,357
Yes
31 Jul 2026
13 Jul 2026
21 Jul 2026
13 Jul 2026
20 Jul 2026
13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Routine Work: Data Collection for Coastal studies | |||||
| 1.001 | OD15911/2026-2027: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 | 0.8 | km | - | - |
| 1.002 | OD16606/2026-2027: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 every 200m interval (unless otherwise specified by the engineer in charge with respect to the site condition) with levels at 5m 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) along with net sand volume calculations 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 | OD53870/2025-2026:Taking Simultaneous Observations using metal float including all labour and conveyance charges for taking shoreline changes and littoral drift etc. completely as per instructions of departmental officers at the site. | - | no | - | - |
| 1.004 | OD53871/2025-2026:Taking Simultaneous observations using rubber ball including all labour charges for taking shore line changes and littoral drift etc. as per the instructions of departmental officers at site | - | no | - | - |
| 1.005 | OD53884/2025-2026:Collection of soil samples, pre -monsoon & amp ; post-mosoon, from beaches etc complete and conveyance of the same as per instructions of departmental officers at site.(1 set=1Dry+1 Wet Soil sample )(Header Quantity -15 each set) | - | each set | - | - |
| 1.006 | OD54027/2025-2026:Cleaning of self recording tidal guage installed at Munnambam using hydrochloric acid at regular intervals( once in two months) | - | each | - | - |
| 1.007 | OD53874/2025-2026:Supply of Non -rechageable 3.6 Volt Lithium Thionyl Chloride (LiSOCL2) batteries | - | no | - | - |
| 1.008 | OD53879/2025-2026:Supply of Non rechargeable Alkaline AA battery. | - | no | - | - |
| 1.009 | OD16607/2026-2027:Supply of metal float made of iron painted with two coats of primer for taking simultaneous observations. Metal float should be made of iron consisting of a cylindrical hollow sealed drum of dimensions length 24 cm and diameter 15cm and anchor made of four leaf each welded 90 degree apart and joined at centre. Each leaf is of dimension 20cm length and 10cm width. Density of metal float should be less than that of the seawater so that the metal float does not sink in sea. | - | no | - | - |
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