Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.8 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹10.8 L+₹5,198.23 (0.48%)Rejected-AOC | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | C.V Santhosh Kumar L2 | BAIJU. K L1 |
|---|---|---|---|---|---|
| 1.00building | |||||
| 1.00 | 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 | 8.44 | cum | 335.74 ₹2,834.65 Lowest | 335.74 ₹2,834.65 Lowest |
| 1.00 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.13 | cum | 9,789.52 ₹11,081.74 Lowest | 9,789.52 ₹11,081.74 Lowest |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 5.84 | sqm | 360.41 ₹2,104.79 Lowest | 360.41 ₹2,104.79 Lowest |
| 1.00 | OD417502/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 13.5 | cum | 6,496.02 ₹87,715.76 Lowest | 6,496.02 ₹87,715.76 Lowest |
| 1.00 | OD417503/2025-2026:Laterite masonry with Laterite neatly dressed stones of size 35x20x20cm or nearest size in cement mortar 1:6 for superstructure above plinth level up to floor two level including all cost of materials, labour charges etc. | 8.4 | cum | 7,319.61 ₹61,514 Lowest | 7,319.61 ₹61,514 Lowest |
| 1.01 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 2.29 | cum | 7,408.67 ₹16,980.67 Lowest | 7,408.67 ₹16,980.67 Lowest |
| 1.01 | OD417501/2025-2026:Laterite dry masonry with neatly dressed stone of size 35x20x20cm or nearest size for foundation and basement including cost and conveyance of all materials and all labour charges etc. complete (Modified 50.6.7.1with additional labour for Dressing and lifting) | 1.34 | cum | 5,500.43 ₹7,392.58 Lowest | 5,500.43 ₹7,392.58 Lowest |
| 1.01 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 1.94 | cum | 12,546 ₹24,326.69 Lowest | 12,546 ₹24,326.69 Lowest |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 22.15 | sqm | 712.02 ₹15,771.24 Lowest | 712.02 ₹15,771.24 Lowest |
Tender Value
₹10.8 L
EMD Value
₹26,979
Closing Date
24 Feb 2026, 6:00 pmClosed
Assistant Engineer
O/o Office of the Assistant Engineer, LSGD Section Dharmadam
Annual Plan- Dharmadam GP 166/2025-26-Renovation of Govt. Mappila Junior Basic School , Dharmadam ( Construction of Toilet and Maintenance of Compound wall)
2026_LSGD_836896_2
Tender/09(2)/2025-26 dated0 09/02/2026
Open Tender
Civil Works - Buildings
Item Rate
270 days
Dharmadam
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,760
Yes
₹26,979
Yes
8 May 2026
17 Feb 2026
26 Feb 2026
17 Feb 2026
24 Feb 2026
17 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1building | |||||
| 1.001 | 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 | 8.44 | cum | - | - |
| 1.002 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.13 | cum | - | - |
| 1.003 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 5.84 | sqm | - | - |
| 1.004 | OD417502/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 13.5 | cum | - | - |
| 1.005 | OD417503/2025-2026:Laterite masonry with Laterite neatly dressed stones of size 35x20x20cm or nearest size in cement mortar 1:6 for superstructure above plinth level up to floor two level including all cost of materials, labour charges etc. | 8.4 | cum | - | - |
| 1.006 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 2.29 | cum | - | - |
| 1.007 | OD417501/2025-2026:Laterite dry masonry with neatly dressed stone of size 35x20x20cm or nearest size for foundation and basement including cost and conveyance of all materials and all labour charges etc. complete (Modified 50.6.7.1with additional labour for Dressing and lifting) | 1.34 | cum | - | - |
| 1.008 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 1.94 | cum | - | - |
| 1.009 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 22.15 | sqm | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.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 • 0.28 MB
Tendernotice_2.pdf
PDF • 0.31 MB
136mappilaschoolnit.pdf
Other Document • 0.03 MB
136mappilaschoolsbd.pdf
Tender Documents • 2.10 MB
BOQ_1409116.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 .