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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC | ₹3.5 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | Sasidharan Nair K K L2 | SKARIA ELIAS L1 | Ajith Soman L4 | VINOD KUMAR V C L3 |
|---|---|---|---|---|---|---|---|
| 1.00Protection wall | |||||||
| 1.00 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | 17.5 | sqm | 120 ₹2,100 | 109.76 ₹1,920.8 Lowest | 122.65 ₹2,146.38 | 122 ₹2,135 |
| 1.00 | 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) | 5.62 | cum | 9,455 ₹53,184.38 | 8,579.81 ₹48,261.43 Lowest | 9,586.74 ₹53,925.41 | 9,545 ₹53,690.63 |
| 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 | 207.55 | kilogram | 101 ₹20,962.85 | 91.96 ₹19,086.57 Lowest | 102.76 ₹21,328.15 | 102 ₹21,170.41 |
| 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 | 22.5 | sqm | 348 ₹7,830 | 315.87 ₹7,107.08 Lowest | 352.95 ₹7,941.38 | 352 ₹7,920 |
| 1.00 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 21.56 | cum | 6,158 ₹1,32,741.85 | 5,587.87 ₹1,20,452.13 Lowest | 6,243.66 ₹1,34,588.33 | 6,217 ₹1,34,013.65 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 190.81 | sqm | 333 ₹63,539.73 | 302.46 ₹57,712.39 Lowest | 337.96 ₹64,486.15 | 336 ₹64,112.16 |
| 1.01 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | 190.81 | sqm | 188.64 ₹35,994.4 | 171.17 ₹32,660.95 Lowest | 191.26 ₹36,494.32 | 190 ₹36,253.9 |
| 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) | 0.79 | cum | 8,326.22 ₹6,611.02 | 7,555.02 ₹5,998.69 Lowest | 8,441.68 ₹6,702.69 | 8,500 ₹6,749 |
| 1.01 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 318.68 | kg | 160 ₹50,989.44 | 145.94 ₹46,508.74 Lowest | 163.08 ₹51,970.99 | 163 ₹51,945.49 |
Tender Value
₹4.2 L
EMD Value
₹10,583
Closing Date
10 Aug 2026, 10:00 amClosed
ASSISTANT ENGINEER
LIDEW SUB DIVISION KADUTHURUTHY
Construction of a side protection wall for Kattamballi pond Mulakkulam GP
2026_LSGD_863510_2
03/AE/KDTYBK/26-27
Open Tender
Civil Works - Others
Item Rate
180 days
KADUTHURUTHY BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
₹10,583
21 Sept 2026
1 Aug 2026
11 Aug 2026
1 Aug 2026
10 Aug 2026
1 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Protection wall | |||||
| 1.001 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | - | sqm | - | - |
| 1.002 | 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) | - | cum | - | - |
| 1.003 | 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 | 0.2 | kilogram | - | - |
| 1.004 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.005 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | - | cum | - | - |
| 1.006 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
| 1.007 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | - | sqm | - | - |
| 1.008 | 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) | - | cum | - | - |
| 1.009 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 0.6 | kg | - | - |
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