Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC | ₹1.6 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.7 Cr+₹15.9 L (10.2%)Rejected-AOC | ₹1.7 Cr+₹15.9 L (10.2%) | L2 | Rejected-AOC L2 |
| 3 | L3₹2.0 Cr+₹42.8 L (27.6%)Rejected-AOC | ₹2.0 Cr+₹42.8 L (27.6%) | L3 | Rejected-AOC L3 |
| 4 | L4₹2.1 Cr+₹52.8 L (34.1%)Rejected-AOC | ₹2.1 Cr+₹52.8 L (34.1%) | L4 | Rejected-AOC L4 |
| 5 | L5₹2.1 Cr+₹58.5 L (37.7%)Rejected-AOC | ₹2.1 Cr+₹58.5 L (37.7%) | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | K.K BUILDERS L1 | P V SANTHOSHKUMAR L7 | GOPINATHAN P L4 | TBAS CONSTRUCTIONS L3 | JALSOOR TRANSPORT PRIVATE LIMITED L2 | Baby NV L6 | MRUDUL V NATH L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Dredging | ||||||||||
| 1.00 | 56.14.a:Cross sectional details - River. | 23,760 | sqm | 7.65 ₹1,81,764 | 11 ₹2,61,360 | 10 ₹2,37,600 | 9 ₹2,13,840 | 7.4 ₹1,75,824 Lowest | 10 ₹2,37,600 | 9 ₹2,13,840 |
| 1.00 | OD36196/2025-2026:Supply and installation of Buoy Marking at the site. Pearl Marker Float of outer dia 455 mm and height 625 mm made up of UV Stabilized Polyethylene, installed at an interval of200 m centre to centre in two rows separated by 60 m in the river of Maximum depth 7 m as per the direction of the departmental engineer in charge. (35 Buoys with necessary materials for the installation, including sinker dead weight, Mooring PP rope, Swivel and D shackles.) | 1 | each | 3,19,200 ₹3,19,200 | 4,25,452.5 ₹4,25,452.5 | 3,86,775 ₹3,86,775 | 3,86,000 ₹3,86,000 | 3,18,048.78 ₹3,18,048.78 Lowest | 4,50,000 ₹4,50,000 | 4,40,000 ₹4,40,000 |
| 1.00 | 60.64.1:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete. | 4,710 | metre | 110 ₹5,18,100 Lowest | 159.5 ₹7,51,245 | 145 ₹6,82,950 | 195 ₹9,18,450 | 116.9 ₹5,50,599 | 200 ₹9,42,000 | 180 ₹8,47,800 |
| 1.00 | OD38970/2025-2026:Driving down coconut pile to lines and levels through soft to medium clay soil strata including all hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end. | 2,000 | metre | 188 ₹3,76,000 Lowest | 253 ₹5,06,000 | 230 ₹4,60,000 | 270 ₹5,40,000 | 189.02 ₹3,78,040 | 235 ₹4,70,000 | 230 ₹4,60,000 |
| 1.00 | OD22319/2025-2026:Supplying and providing 400 GSM polythene sheet (tarpaulin sheet) for constructing temporary dumping yard. | 1,368 | sqm | 18.5 ₹25,308 | 24.2 ₹33,105.6 | 22 ₹30,096 | 30 ₹41,040 | 17.67 ₹24,172.56 Lowest | 30 ₹41,040 | 25 ₹34,200 |
| 1.01 | OD22318/2025-2026:Supplying and providing 12 mm plastic rope/Nylon rope for tying the coconut pile for constructing temporary dumping yard. | 540 | kg | 211 ₹1,13,940 Lowest | 288.2 ₹1,55,628 | 262 ₹1,41,480 | 300 ₹1,62,000 | 215.6 ₹1,16,424 | 285 ₹1,53,900 | 270 ₹1,45,800 |
| 1.01 | OD22321/2025-2026:Improvements to boat channel by using sand pumps mounted on barges or any other suitable method and dumping the spoil with a flow rate of 500m3 slurry per hour with a solid output of not less than 75 m3/hour and dumping the spoil at location already pointed out by the departmental officers with a lead up to a radial distance of 500m, including hire charges of sand pump, all tools and plants and accessories , fuel charges, idling and mobilization charges, providing and shifting the pipe lines including all labour charges, incidental charges etc. and taxes complete for a depth up to (-) 3.50m | 63,325.62 | cum | 220 ₹1,39,31,637.5 Lowest | 330 ₹2,08,97,456.25 | 296.99 ₹1,88,07,077.37 | 276 ₹1,74,77,872.5 | 244.71 ₹1,54,96,413.69 | 298 ₹1,88,71,036.25 | 301 ₹1,90,61,013.13 |
| 1.01 | OD22322/2025-2026:Hiring a 4 seated fibre boat with outboard engine as and when directed by the
Engineer- in-charge for inspection | 7 | Day | 800 ₹5,600 | 1,021.9 ₹7,153.3 | 929 ₹6,503 | 1,000 ₹7,000 | 764.08 ₹5,348.56 Lowest | 1,500 ₹10,500 | 1,600 ₹11,200 |
| 1.01 | OD22324/2025-2026:For carrying out soil classification testing of the collected sample from Government approved testing centers as per the direction Engineers in charge. | 17 | each | 1,670 ₹28,390 | 1,914 ₹32,538 | 1,740 ₹29,580 | 1,800 ₹30,600 | 1,432.65 ₹24,355.05 Lowest | 1,750 ₹29,750 | 1,745 ₹29,665 |
Tender Value
₹2.1 Cr
EMD Value
₹1 L
Closing Date
28 Jan 2026, 6:00 pmClosed
Director
Inland Navigation Directorate, Asramam, Kollam
GENERAL-CSIND - Development of Waterways and Canals-Improvements to Boat Channel From Parassinikkadavu boat terminal towards Munambukadavu Boat Jetty in Valapattanam River in Thalipparamba LA Kannur-General Civil Work
2026_Irrig_827750_1
IRR/KP/TR/4168/2025_5_1_1/2
Open Tender
Civil Works - Others
Item Rate
365 days
Parassinikkadavu, Thaliparamba LA
Please refer Tender documents.
7 documents required · 7 mandatory
₹8,270
Yes
₹1 L
Yes
23 Feb 2026
14 Jan 2026
30 Jan 2026
14 Jan 2026
28 Jan 2026
14 Jan 2026
Dredging
56.14.a:Cross sectional details - River.
OD36196/2025-2026:Supply and installation of Buoy Marking at the site. Pearl Marker Float of outer dia 455 mm and height 625 mm made up of UV Stabilized Polyethylene, installed at an interval of200 m centre to centre in two rows separated by 60 m in the river of Maximum depth 7 m as per the direction of the departmental engineer in charge. (35 Buoys with necessary materials for the installation, including sinker dead weight, Mooring PP rope, Swivel and D shackles.)
60.64.1:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.
OD38970/2025-2026:Driving down coconut pile to lines and levels through soft to medium clay soil strata including all hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end.
OD22319/2025-2026:Supplying and providing 400 GSM polythene sheet (tarpaulin sheet) for constructing temporary dumping yard.
OD22318/2025-2026:Supplying and providing 12 mm plastic rope/Nylon rope for tying the coconut pile for constructing temporary dumping yard.
OD22321/2025-2026:Improvements to boat channel by using sand pumps mounted on barges or any other suitable method and dumping the spoil with a flow rate of 500m3 slurry per hour with a solid output of not less than 75 m3/hour and dumping the spoil at location already pointed out by the departmental officers with a lead up to a radial distance of 500m, including hire charges of sand pump, all tools and plants and accessories , fuel charges, idling and mobilization charges, providing and shifting the pipe lines including all labour charges, incidental charges etc. and taxes complete for a depth up to (-) 3.50m
OD22322/2025-2026:Hiring a 4 seated fibre boat with outboard engine as and when directed by the Engineer- in-charge for inspection
OD22324/2025-2026:For carrying out soil classification testing of the collected sample from Government approved testing centers as per the direction Engineers in charge.
OD22317/2025-2026:Removal of temporary dumping yard after completely removed the dredged spoil from it.
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1389230.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.07 MB
BOQ_1389230.xls
BOQ • 0.30 MB
viewsbd.pdf
Tender Documents • 2.02 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .