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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.2 LAccepted-AOC | ₹8.2 L | 1 | Accepted-AOC 1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical 4 |
| 3 | Rejected-Technical | - | - | Rejected-Technical 2 |
| 4 | Rejected-Technical | - | - | Rejected-Technical 5 |
| 5 | Rejected-Technical PALAKKAD | KERALA | 678001 | - | - | Rejected-Technical 3 |
| Sl No | Description | Qty | Unit | NASSAR.K L5 | Abdul Azees T L1 | SHAMEEMURAHMAN L3 | M. MOHAMMED L2 | HASEEB P L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Toilet Construction Works | ||||||||
| 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 | 39.31 | cum | 341 ₹13,406.42 | 289.17 ₹11,368.72 Lowest | 290 ₹11,401.35 | 298.14 ₹11,721.37 | 306 ₹12,030.39 |
| 1.00 | OD443306/2025-2026:60.7.1 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 | 32.54 | cum | 3,793 ₹1,23,439.39 | 3,234.7 ₹1,05,270.08 Lowest | 3,345 ₹1,08,859.68 | 3,309.78 ₹1,07,713.48 | 3,414 ₹1,11,105.22 |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 8.61 | cum | 7,925 ₹68,210.48 | 6,565.77 ₹56,511.58 Lowest | 6,900 ₹59,388.3 | 6,915.08 ₹59,518.09 | 7,133 ₹61,393.73 |
| 1.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. | 9.57 | cum | 302 ₹2,890.74 | 257.96 ₹2,469.19 Lowest | 270 ₹2,584.44 | 263.95 ₹2,526.53 | 271 ₹2,594.01 |
| 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 | 20.3 | sqm | 366 ₹7,429.8 | 312.79 ₹6,349.64 Lowest | 329 ₹6,678.7 | 320.05 ₹6,497.02 | 330 ₹6,699 |
| 1.01 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 8.21 | cum | 9,963 ₹81,786.27 | 8,495.9 ₹69,742.84 Lowest | 8,650 ₹71,007.85 | 8,693.09 ₹71,361.58 | 8,967 ₹73,610.1 |
| 1.01 | 50.6.1.5: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 super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 11.39 | cum | 6,915 ₹78,754.94 | 5,896.01 ₹67,149.66 Lowest | 6,280 ₹71,522.92 | 6,032.86 ₹68,708.24 | 6,223 ₹70,873.75 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 16.11 | sqm | 723 ₹11,645.36 | 617.93 ₹9,953 Lowest | 651 ₹10,485.66 | 632.27 ₹10,183.97 | 651 ₹10,485.66 |
| 1.01 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 8.94 | sqm | 969 ₹8,662.86 | 827.77 ₹7,400.26 Lowest | 880 ₹7,867.2 | 846.98 ₹7,572 | 872 ₹7,795.68 |
Tender Value
₹10.2 L
EMD Value
₹25,408
Closing Date
3 Aug 2026, 6:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LID-EW Section,
Annual Plan-Alanallur GP 2025-26 Pro No - 328 - 26 - Construction of Toilet in GHSS Alanallur-Ward No - 7-General Civil Work
2026_LSGD_862685_1
02/2026-27/AE/LID-EW/ALNLR
Open Tender
Civil Works - Buildings
Item Rate
300 days
Office of the Assistant Engineer, LID-EW Section
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹25,408
Yes
17 Aug 2026
27 Jul 2026
5 Aug 2026
27 Jul 2026
3 Aug 2026
27 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Toilet Construction Works | |||||
| 1.001 | 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 | 1 | cum | - | - |
| 1.002 | OD443306/2025-2026:60.7.1 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 | 1 | cum | - | - |
| 1.003 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | - | - |
| 1.004 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. | 1 | cum | - | - |
| 1.005 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.006 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.007 | 50.6.1.5: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 super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 1 | cum | - | - |
| 1.008 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
| 1.009 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 1 | sqm | - | - |
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