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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-AOC KANNAMANGALAM TIRURANGADI MUNICIPALITY TIRURANGADI | KANNUR | KERALA | 670612 | ₹2.4 L | L1 | Accepted-AOC Lowest rate |
| 2 | L2₹2.4 LRejected-Finance | ₹2.4 L | L2 | Rejected-Finance Higher rate |
| 3 | L3₹2.5 LRejected-Finance | ₹2.5 L | L3 | Rejected-Finance Higher rate |
| Sl No | Description | Qty | Unit | MOHAMMED BASHEER K K L2 | JUNAID P L1 | SAFVAN RABEEH KK L3 |
|---|---|---|---|---|---|---|
| 1.00Shmashanam works- Compound wall | ||||||
| 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 | 10.95 | cum | 224.77 ₹2,461.23 | 222.74 ₹2,439 | 233.55 ₹2,557.37 |
| 1.00 | OD476729/2024-2025: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 | 19.2 | cum | 3,484.3 ₹66,898.56 | 3,452.75 ₹66,292.80 | 3,620.39 ₹69,511.49 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 8.7 | sqm | 665.61 ₹5,790.81 | 659.59 ₹5,738.43 | 691.61 ₹6,017.01 |
| 1.00 | 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 | 188.5 | kilogram | 98.09 ₹18,489.97 | 97.2 ₹18,322.20 | 101.92 ₹19,211.92 |
| 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) | 2.9 | cum | 8,693.53 ₹25,211.24 | 8,614.82 ₹24,982.98 | 9,033.07 ₹26,195.90 |
| 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. | 14.64 | cum | 7,883.95 ₹1.2 L | 7,812.57 ₹1.1 L | 8,191.07 ₹1.2 L |
| 1.01 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | 23.2 | sqm | 308.34 ₹7,153.49 | 305.73 ₹7,092.94 | 320.58 ₹7,437.46 |
Tender Value
₹2.5 L
EMD Value
₹6,354
Closing Date
2 Mar 2026, 10:00 amClosed
AE
AE OFFICE KANNAMANGALAM GP
Construction of Compound Wall At Vattappontha SC Smashanam
2026_LSGD_838076_1
149/26/AE/LIDEW/KNM
Open Tender
Civil Works - Others
KANNAMANGALAM GP
Please refer Tender documents.
3 documents required · 3 mandatory
₹560
Yes
₹6,354
Yes
12 Jun 2026
19 Feb 2026
3 Mar 2026
19 Feb 2026
2 Mar 2026
19 Feb 2026
Shmashanam works- Compound wall
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
OD476729/2024-2025: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
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
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)
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.
13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
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