Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Tender fee GST not paid |
| 5 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | Pradeep M.S L4 | BABU M JOSEPH L3 | JOY JOSEPH L5 | SHOUKATHALI K L2 | SHAFEEQ C.A L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Compound Wall | ||||||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 3,613.5 | sqm | 17 ₹61,429.5 | 14 ₹50,589 | 14.85 ₹53,660.48 | 14 ₹50,589 | 13.52 ₹48,854.52 Lowest |
| 1.00 | 2.9.1:Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock | 105.58 | cum | 650 ₹68,628.95 | 516 ₹54,480.83 | 550.42 ₹58,114.99 | 505.3 ₹53,351.09 | 487 ₹51,418.92 Lowest |
| 1.00 | 2.9.3:Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Hard rock (blasting prohibited) | 119.83 | cum | 1,450 ₹1,73,757.85 | 1,242 ₹1,48,832.59 | 1,323.54 ₹1,58,603.77 | 1,214.84 ₹1,45,577.92 | 1,170 ₹1,40,204.61 Lowest |
| 1.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 4.2 | cum | 285 ₹1,197 | 250 ₹1,050 | 229.94 ₹965.75 Lowest | 245.13 ₹1,029.55 | 236.68 ₹994.06 |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 35.9 | cum | 5,800 ₹2,08,196.8 Lowest | 6,246 ₹2,24,206.42 | 6,585.65 ₹2,36,398.49 | 6,106.05 ₹2,19,182.77 | 5,895.6 ₹2,11,628.46 |
| 1.01 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 8.57 | cum | 7,500 ₹64,297.5 | 6,569 ₹56,316.04 | 6,995.64 ₹59,973.62 | 6,422.1 ₹55,056.66 | 6,200.76 ₹53,159.12 Lowest |
| 1.01 | OD463/2022-2023:Laterite boulder masonry with hard departmental stone in foundation and plinth including levelling up with cement concrete 1:6:12 (one cement, six course sand , 12 graded stone aggregate 20mm nominal size ),up to plinth level with cement mortar1:6 <br>(OD taken from TS Register No: 277/2022-2023(EST NO:2022/595)) | 48.78 | cum | 5,200 ₹2,53,671.6 | 4,358 ₹2,12,596.31 | 4,627.51 ₹2,25,743.82 | 4,260.63 ₹2,07,846.31 | 4,113.78 ₹2,00,682.53 Lowest |
| 1.01 | OD464/2022-2023:Laterite boulder masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (one cement, six course sand , 12 graded stone aggregate 20mm nominal size ),up to plinth level with cement mortar1:6 <br>(OD taken from TS Register No: 277/2022-2023(EST NO:2022/595)) | 146.35 | cum | 6,000 ₹8,78,106 | 5,136 ₹7,51,658.74 | 4,627.51 ₹6,77,240.72 Lowest | 5,020.9 ₹7,34,813.74 | 4,845 ₹7,09,070.6 |
| 1.01 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 254.63 | cum | 7,000 ₹17,82,396 | 7,031 ₹17,90,289.47 | 6,417.2 ₹16,33,998.8 Lowest | 6,873.72 ₹17,50,241.58 | 6,625 ₹16,86,910.5 |
Tender Value
₹1.4 Cr
EMD Value
₹50,000
Closing Date
3 Jul 2026, 6:00 pmClosed
Superintending Engineer Harbour Engg Dept
Superintending Engineer Harbour Engineering Department(HED) O/o Office of the Superintending Engineer, NORTH CIRCLE,Kozhikode-673303
DEPOSIT Industries Department Basic development to the Industries area in Madikkai Puthukkai village in Kanhangad Assembly Constituency in Kasargod District Construction of compound wall Third stage General Civil Work
2026_HED_856930_1
HED/CEHED/TR/167/2022_5_1_1/2
Open Tender
Civil Works - Others
Item Rate
365 days
Madikkai Puthukkai village in Kanhangad Assebmly
Please refer Tender documents.
10 documents required · 10 mandatory
₹5,515
Yes
₹50,000
Yes
31 Aug 2026
20 Jun 2026
6 Jul 2026
20 Jun 2026
3 Jul 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Compound Wall | |||||
| 1.001 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | - | sqm | - | - |
| 1.002 | 2.9.1:Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock | 0.2 | cum | - | - |
| 1.003 | 2.9.3:Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Hard rock (blasting prohibited) | 0.2 | cum | - | - |
| 1.004 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | - | cum | - | - |
| 1.005 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.006 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
| 1.007 | OD463/2022-2023:Laterite boulder masonry with hard departmental stone in foundation and plinth including levelling up with cement concrete 1:6:12 (one cement, six course sand , 12 graded stone aggregate 20mm nominal size ),up to plinth level with cement mortar1:6 <br>(OD taken from TS Register No: 277/2022-2023(EST NO:2022/595)) | - | cum | - | - |
| 1.008 | OD464/2022-2023:Laterite boulder masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (one cement, six course sand , 12 graded stone aggregate 20mm nominal size ),up to plinth level with cement mortar1:6 <br>(OD taken from TS Register No: 277/2022-2023(EST NO:2022/595)) | 0.4 | cum | - | - |
| 1.009 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 0.2 | cum | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1448454.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 • 0.05 MB
sbd.pdf
Tender Documents • 4.17 MB
BOQ_1448454.xls
BOQ • 0.35 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 .