Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹10.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | HANEEFA M A L1 |
|---|---|---|---|---|
| 1.00side protection works | ||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 191.3 | cum | 257.63 ₹49,285.65 Lowest |
| 1.00 | OD436766/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 187.62 | cum | 3,993.46 ₹7,49,268.94 Lowest |
| 1.00 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 23.84 | sqm | 839.6 ₹20,016.06 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) | 9.2 | cum | 10,488.77 ₹96,496.68 Lowest |
| 1.00 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | 754.4 | kg | 111.54 ₹84,145.78 Lowest |
| 1.01 | OD452117/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 100 | hour | 455.83 ₹45,583 Lowest |
| 1.01 | OD452118/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | 21.6 | metre | 1,418.05 ₹30,629.88 Lowest |
Tender Value
₹10.8 L
EMD Value
₹26,886
Closing Date
4 Aug 2026, 1:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LSGD Section, Keezhmad Grama Panchayat
KEEZHMAD GP-93-2025-2026 Completion of Chirappuram Check Dam in ward 6
2026_LSGD_836416_2
83/AE/LSGD/KZMD/25-26
Open Tender
Civil Works - Others
Item Rate
180 days
Keezhmad GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹26,886
Yes
7 Aug 2026
28 Jul 2026
5 Aug 2026
28 Jul 2026
4 Aug 2026
28 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1side protection works | |||||
| 1.001 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 0.6 | cum | - | - |
| 1.002 | OD436766/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 0.6 | cum | - | - |
| 1.003 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 1 | sqm | - | - |
| 1.004 | 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 | cum | - | - |
| 1.005 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | 1 | kg | - | - |
| 1.006 | OD452117/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | - | hour | - | - |
| 1.007 | OD452118/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | - | metre | - | - |
stage.html
html • 0.01 MB
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 • 0.04 MB
Tendernotice_1.pdf
PDF • 0.25 MB
Tendernotice_2.pdf
PDF • 0.25 MB
Tendernotice_3.pdf
PDF • 0.05 MB
93sbd_merged.pdf
Tender Documents • 1.96 MB
93nit.pdf
Tender Documents • 0.03 MB
93affidavit.pdf
Tender Documents • 0.24 MB
93fot.pdf
Tender Documents • 0.25 MB
93preliminary.pdf
Tender Documents • 0.26 MB
BOQ_1432581.xls
BOQ • 0.30 MB
corrigendum.pdf
PDF • 0.19 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 .