Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹9.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹10.4 L+₹54,446.70 (5.50%)Admitted-Fee/PreQual/Technical/Finance | ₹10.4 L+₹54,446.70 (5.50%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Joby Abraham L1 | JOHN M D L2 |
|---|---|---|---|---|---|
| 1.00Access | |||||
| 1.00 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge. | 272.42 | cum | 400 ₹1,08,968 Lowest | 422.53 ₹1,15,105.62 |
| 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. | 64.62 | cum | 250 ₹16,156.25 Lowest | 301.91 ₹19,510.93 |
| 1.00 | 16.11:Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | 70.42 | sqm | 680 ₹47,889 Lowest | 977.11 ₹68,812.97 |
| 1.00 | OD406282/2024-2025:Construction of granular sub- base by Providing local Material (Soil gravel mixture/quarry waste Table 400.13) spreading in uniform layers compacting with ramming to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge. OD 112/21-22 | 11.5 | cum | 1,548 ₹17,805.1 | 1,467.93 ₹16,884.13 Lowest |
| 1.00 | OD406284/2024-2025::Providing and Laying of Interlocking Concrete Block Pavements using 60 mm M30 interlocking paver blocks made by strong vibratory compaction of approved size, design & shape, laid in
required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average
thickness, etc. all complete as per the direction of Engineer-in-charge. | 70.29 | sqm | 968 ₹68,040.72 Lowest | 993.97 ₹69,866.15 |
| 1.01 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.64 | cum | 9,235 ₹5,901.17 | 8,755.7 ₹5,594.89 Lowest |
| 2.00Retaining wall | |||||
| 2.00 | 2.8.1:Earth work in excavation 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 soil as directed, within a lead of 50 m.All kinds of soil | 64.62 | cum | 300 ₹19,387.5 Lowest | 341.01 ₹22,037.77 |
| 2.00 | 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) | 3.62 | cum | 7,000 ₹25,375 Lowest | 7,520.38 ₹27,261.38 |
Tender Value
₹11.0 L
EMD Value
₹27,537
Closing Date
11 Sept 2026, 11:00 amClosed
Assistant Engineer ,
Office of the Assistant Engineer, LID and EW Section, Vengola GP.
Vengola GP 2025-2026 Pro 195 26 PONJASSERY HEALTH SUB CENTRE PREVASHANA MARGAM ORUKKAL
2026_LSGD_867398_1
03/ET/AE/LID EW/VGLA/2026-27
Open Tender
Civil Works - Others
Item Rate
VENGOLA
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹27,537
Yes
16 Sept 2026
3 Sept 2026
15 Sept 2026
3 Sept 2026
11 Sept 2026
3 Sept 2026
3 Sept 2026 - 11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Access | |||||
| 1.001 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge. | - | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 16.11:Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | 1 | sqm | - | - |
| 1.004 | OD406282/2024-2025:Construction of granular sub- base by Providing local Material (Soil gravel mixture/quarry waste Table 400.13) spreading in uniform layers compacting with ramming to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge. OD 112/21-22 | - | cum | - | - |
| 1.005 | OD406284/2024-2025::Providing and Laying of Interlocking Concrete Block Pavements using 60 mm M30 interlocking paver blocks made by strong vibratory compaction of approved size, design & shape, laid in
required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average
thickness, etc. all complete as per the direction of Engineer-in-charge. | - | sqm | - | - |
| 1.006 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 2Retaining wall | |||||
| 2.001 | 2.8.1:Earth work in excavation 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 soil as directed, within a lead of 50 m.All kinds of soil | - | cum | - | - |
| 2.002 | 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 | - | - |
stage.html
html • 0.02 MB
finance_1468746.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 • 0.93 MB
BOQ_1468746.xls
BOQ • 0.31 MB
sbd_compressed.pdf
Tender Documents • 35.52 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 .