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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.8 L+₹4,330.91 (0.75%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹6.0 L+₹19,244.83 (3.32%)Rejected-Finance THAZHATHETHIL HOUSE DESAMANGALAM | L3 | Rejected-Finance L3 | |
| 4 | L4₹6.7 L+₹87,002.72 (15.0%)Rejected-Finance | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | Ibrahim L1 | ABDUL LATHEEF T A L3 | muhamad anas pk L4 | FAHAD A Y L2 |
|---|---|---|---|---|---|---|---|
| 1.00SIDE PROTECTION WORKS | |||||||
| 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 | 23.83 | cum | 224 ₹5,337.47 | 228 ₹5,432.78 | 253.76 ₹6,046.59 | 222.33 ₹5,297.68 Lowest |
| 1.00 | OD507562/2025-2026: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 the direction of Departmental officers at site . ( Modified 60.7.1 ) | 83.17 | cum | 3,434 ₹2,85,598.91 Lowest | 3,534.21 ₹2,93,933.18 | 3,933.55 ₹3,27,145.49 | 3,446.36 ₹2,86,626.87 |
| 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) | 2.76 | cum | 8,500 ₹23,460 Lowest | 8,818.07 ₹24,337.87 | 9,814.47 ₹27,087.94 | 8,598.87 ₹23,732.88 |
| 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) | 0.92 | cum | 7,900 ₹7,268 Lowest | 8,173.83 ₹7,519.92 | 9,097.43 ₹8,369.64 | 7,970.64 ₹7,332.99 |
| 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 | 207 | kilogram | 100 ₹20,700 | 99.5 ₹20,596.5 | 110.74 ₹22,923.18 | 97 ₹20,079 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 | 9.2 | sqm | 329 ₹3,026.8 Lowest | 341.75 ₹3,144.1 | 380.36 ₹3,499.31 | 333.27 ₹3,066.08 |
| 1.01 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 379.13 | cum | 620 ₹2,35,061.84 Lowest | 645.51 ₹2,44,733.5 | 718.44 ₹2,72,383.59 | 629.46 ₹2,38,648.43 |
Tender Value
₹6.8 L
EMD Value
₹16,941
Closing Date
11 Mar 2026, 3:00 pmClosed
AE , LSGD , Varavoor GP
AE , LSGD , Varavoor GP
DRM SIDE PROTECTION AND FILLING WORKS
2026_LSGD_843510_1
10/T6/AE/LSGD/VVR/25-26
Open Tender
Civil Works - Others
Item Rate
Varavoor
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,495
Yes
₹16,941
Yes
25 Mar 2026
4 Mar 2026
12 Mar 2026
4 Mar 2026
11 Mar 2026
4 Mar 2026
SIDE PROTECTION WORKS
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
OD507562/2025-2026: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 the direction of Departmental officers at site . ( Modified 60.7.1 )
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)
4.1.3: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)
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
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