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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.1 LAccepted-AOC | ₹3.1 L | 1 | Accepted-AOC LOWEST |
| 2 | 2₹3.1 LRejected-Finance LID EW SECTION AREEKODE | ₹3.1 L | 2 | Rejected-Finance HIGH |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | MUHAMMED PALANADAN L3 | VIMAL RAJU L1 | MUHAMMEDALI PALAPPETTA PUTHANPALLIYALI L2 |
|---|---|---|---|---|---|---|
| 1.00SIDE PROTECTION | ||||||
| 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 | 18.9 | cum | 330.41 ₹6,244.75 | 268.56 ₹5,075.78 | 271.76 ₹5,136.26 |
| 1.00 | OD293550/2025-2026:Modified 60.7.1 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 | 67.6 | cum | 3,668.07 ₹2,47,954.2 | 2,981.41 ₹2,01,537.35 | 3,016.99 ₹2,03,942.49 |
| 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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 3.47 | cum | 8,483.41 ₹29,462.88 | 6,895.32 ₹23,947.45 | 6,977.6 ₹24,233.2 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 13.89 | sqm | 354.69 ₹4,926.64 | 288.29 ₹4,004.35 | 291.73 ₹4,052.13 |
| 1.00 | 2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 30 | sqm | 32.41 ₹972.3 | 26.34 ₹790.2 | 26.66 ₹799.8 |
| 1.01 | 16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | 30 | sqm | 1,095.42 ₹32,862.6 | 890.36 ₹26,710.8 | 900.98 ₹27,029.4 |
| 1.01 | 50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 7.44 | cum | 6,197.52 ₹46,109.55 | 5,037.34 ₹37,477.81 | 5,097.46 ₹37,925.1 |
| 1.01 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.74 | cum | 7,870.91 ₹5,855.96 | 6,397.48 ₹4,759.73 | 6,473.82 ₹4,816.52 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 6.2 | sqm | 339.63 ₹2,105.71 | 276.05 ₹1,711.51 | 279.35 ₹1,731.97 |
Tender Value
₹3.8 L
EMD Value
₹9,446
Closing Date
7 Nov 2025, 4:00 pmClosed
AE LIDEW EDAVANNA GP
AE LIDEW EDAVANNA GP
Annual Plan-2025-26 of Edavanna GP , Project no446/26 Kolappad SC Nagar Various Works-in ward 4- General Civil Work
2025_LSGD_816797_6
T5/25-26
Open Tender
Civil Works - Roads
EDAVANNA
Please refer Tender documents.
5 documents required · 5 mandatory
₹835
Yes
₹9,446
Yes
12 Mar 2026
31 Oct 2025
10 Nov 2025
31 Oct 2025
7 Nov 2025
31 Oct 2025
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