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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-AOC RAYAROM PO 670571 | RAYAROM | KANNUR | KERALA | 670571 | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | RAJU T S L1 |
|---|---|---|---|---|
| 1.00Compound wall maintenance | ||||
| 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 | 12.54 | cum | 298.81 ₹3,747.08 Lowest |
| 1.00 | OD169370/2024-2025:DRY RUBBLE MASONRY _with Random rubble masonry with hard stone in foundation and
superstructure including packing to compactness to lines and levels, cost and conveyance of all
materials labour charges etc. complete as per approved drawing and relevant technical
specifications | 44.84 | cum | 3,039.34 ₹1,36,284.01 Lowest |
| 1.00 | 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) : 4 graded stone aggregate 20 mm nominal size) | 1.14 | cum | 7,672.01 ₹8,746.09 Lowest |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 3.92 | sqm | 320.77 ₹1,257.42 Lowest |
Tender Value
₹1.7 L
EMD Value
₹4,214
Closing Date
9 Feb 2026, 3:00 pmClosed
Assistant Engineer
LID EW CGP
Retender - Annual Plan-PNo- 75-2024-25 Maintenance work of MCF Compound wall Kolar thotti at Chapparappadavu GP
2026_LSGD_832606_13
AE/LSGD/TDR-3/2025-26 dt-02/02/26
Open Tender
Civil Works - Roads
Item Rate
Chapparapadavu GP
Please refer Tender documents.
3 documents required · 3 mandatory
₹555
Yes
₹4,214
Yes
17 Apr 2026
2 Feb 2026
11 Feb 2026
2 Feb 2026
9 Feb 2026
2 Feb 2026
Compound wall maintenance
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
OD169370/2024-2025:DRY RUBBLE MASONRY _with Random rubble masonry with hard stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications
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) : 4 graded stone aggregate 20 mm nominal size)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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