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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Vamithra Infrastructure Private Limited L1 |
|---|---|---|---|---|
| 1.00APPNDIX A -CHUNDAYIL ANGANWADI C NO:22 WARD 9 | ||||
| 1.00 | OD451880/2025-2026:Demolishing laterite masonry /solid bock masonry work manually /mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metre lead as per direction of Engineer -in - charge .in cement mortar | 5.06 | cum | 1,841 ₹9,315.46 Lowest |
| 1.00 | OD492332/2025-2026:Engaging labor for removing fungal area in compound wall | 8 | each | 657.5 ₹5,260 Lowest |
| 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 | 1.61 | cum | 312.2 ₹502.64 Lowest |
| 1.00 | 50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 2.42 | cum | 7,015.6 ₹16,942.67 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) | 0.71 | cum | 9,104.2 ₹6,509.5 Lowest |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 2.77 | sqm | 335.1 ₹926.55 Lowest |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 71.5 | kilogram | 97.58 ₹6,976.97 Lowest |
| 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. | 6.4 | cum | 7,781.5 ₹49,824.94 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 60.64 | sqm | 320.9 ₹19,458.73 Lowest |
Tender Value
₹3.6 L
EMD Value
₹8,985
Closing Date
16 Sept 2026, 6:00 pmClosed
AE EDACHERI GP
AE EDACHERI GP
Annual Plan-EDACHERI GP 2025-26 C O M P O U N D W A L L F O R ANGANAVADIES-PROJ NO 148/26-General Civil Work
2026_LSGD_844029_2
4/AE/EDY/6/25-26
Open Tender
Civil Works - Others
Item Rate
90 days
EDACHERI GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹795
Yes
₹8,985
Yes
18 Sept 2026
9 Sept 2026
18 Sept 2026
9 Sept 2026
16 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APPNDIX A -CHUNDAYIL ANGANWADI C NO:22 WARD 9 | |||||
| 1.001 | OD451880/2025-2026:Demolishing laterite masonry /solid bock masonry work manually /mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metre lead as per direction of Engineer -in - charge .in cement mortar | 5.06 | cum | - | - |
| 1.002 | OD492332/2025-2026:Engaging labor for removing fungal area in compound wall | 8 | each | - | - |
| 1.003 | 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 | 1.61 | cum | - | - |
| 1.004 | 50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 2.42 | cum | - | - |
| 1.005 | 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) | 0.72 | cum | - | - |
| 1.006 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 2.77 | sqm | - | - |
| 1.007 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 71.5 | kilogram | - | - |
| 1.008 | 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. | 6.4 | cum | - | - |
| 1.009 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 60.64 | sqm | - | - |
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