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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC | L1 | Accepted-AOC agreement executed | |
| 2 | L2₹5.9 L+₹39,184.69 (7.05%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹6.0 L+₹44,307.18 (7.98%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹6.0 L+₹44,310.27 (7.98%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹6.8 L+₹1.2 L (22.0%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | ANOOP THOMAS L3 | K M JOSEPH L1 | Thomas Chacko L5 | BIYAMOL CONSTRUCTION L4 | JOE THOMAS L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Thod Renovation | ||||||||
| 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 | 940.5 | cum | 228 ₹2,14,434 | 154.01 ₹1,44,846.41 Lowest | 257.63 ₹2,42,301.02 | 228 ₹2,14,436.4 | 226 ₹2,12,553 |
| 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 | 28.8 | cum | 318.35 ₹9,168.48 | 359 ₹10,339.2 | 359.72 ₹10,359.94 | 318.35 ₹9,168.54 | 316 ₹9,100.8 Lowest |
| 1.00 | OD63054/2025-2026: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.(Modified item 60.7.1) | 88 | cum | 3,534.21 ₹3,11,010.48 | 3,712.54 ₹3,26,703.52 | 3,993.46 ₹3,51,424.48 | 3,534.21 ₹3,11,010.66 | 3,504 ₹3,08,352 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 | 12 | sqm | 341.75 ₹4,101 | 386 ₹4,632 | 386.16 ₹4,633.92 | 341.75 ₹4,101.02 | 339 ₹4,068 Lowest |
| 1.00 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.8 | cum | 8,818 ₹42,326.4 | 9,963 ₹47,822.4 | 9,963.93 ₹47,826.86 | 8,818.08 ₹42,326.77 | 8,743 ₹41,966.4 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 | 107.02 | kilogram | 99.5 ₹10,647.99 | 112 ₹11,985.68 | 112.43 ₹12,031.7 | 99.5 ₹10,648.05 | 99 ₹10,594.49 Lowest |
| 1.01 | 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) | 1 | cum | 8,173.83 ₹8,173.83 | 9,225.79 ₹9,225.79 | 9,235.97 ₹9,235.97 | 8,173.83 ₹8,173.83 | 8,105 ₹8,105 Lowest |
Tender Value
₹6.8 L
EMD Value
₹16,945
Closing Date
11 Aug 2025, 6:00 pmClosed
HEBRU M J
OFFICE OF THE ASSISTANT ENGINEER MADAPPALLY BLOCK PANCHAYATH
Annual Plan-Madappally BP 2025-26 Veliyam Nalunnakkal Thodu Deepening cum Protection wall From Mukkada Thenadi portion to Edatharadavau bridge-in Vakathanam GPGeneral Civil Work
2025_LSGD_781303_3
16/AE/MDPY/25-26
Open Tender
Civil Works - Others
Item Rate
MADAPPALLY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,945
Yes
4 Nov 2025
2 Aug 2025
13 Aug 2025
2 Aug 2025
11 Aug 2025
2 Aug 2025
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