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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 L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical l3 |
| Sl No | Description | Qty | Unit | Sasidharan Nair K K L2 | SKARIA ELIAS L1 | Sreekumar C S L3 |
|---|---|---|---|---|---|---|
| 1.00Protection wall | ||||||
| 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 | 23.37 | cum | 350 ₹8,179.5 | 294.25 ₹6,876.62 Lowest | 360 ₹8,413.2 |
| 1.00 | OD70127/2026-2027:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia , 2m long (1m in rock and 1 m in concrete ) including drilling holes of 25mm dia and filling the gap with cement grout (0.1kg/each) etc complete.Modified data of 60.5.2 | 17 | each | 530 ₹9,010 | 448.77 ₹7,629.09 Lowest | 600 ₹10,200 |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 2.03 | cum | 7,932 ₹16,101.96 | 6,489.1 ₹13,172.87 Lowest | 7,932 ₹16,101.96 |
| 1.00 | OD11418/2026-2027: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. | 21 | cum | 3,993 ₹83,853 | 3,266.65 ₹68,599.65 Lowest | 3,993 ₹83,853 |
| 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) | 23.75 | cum | 9,235 ₹2,19,331.25 | 7,555.02 ₹1,79,431.73 Lowest | 9,235 ₹2,19,331.25 |
| 1.01 | OD70148/2026-2027:PVC WEEP HOLES-Providing weep holes using 75 mm dia PVC pipes working pressure 4kg/sq.cm including cost of materials, conveyance, labour charges etc. complete | 12.5 | 1 metre | 100 ₹1,250 | 92.49 ₹1,156.13 Lowest | 180 ₹2,250 |
| 1.01 | 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 | 6.64 | cum | 6,831 ₹45,330.52 | 5,587.87 ₹37,081.11 Lowest | 6,831 ₹45,330.52 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 96.01 | sqm | 369 ₹35,427.69 | 302.46 ₹29,039.18 Lowest | 400 ₹38,404 |
| 1.01 | OD11419/2026-2027:Supplying and fixing Granite Name board indicating details of work | 1 | no | 2,500 ₹2,500 | 2,470.27 ₹2,470.27 Lowest | 2,500 ₹2,500 |
Tender Value
₹4.2 L
EMD Value
₹10,558
Closing Date
10 Aug 2026, 10:00 amClosed
ASSISTANT ENGINEER
LIDEW SUB DIVISION KADUTHURUTHY
Construction of protection wall at Madathattu Nagar Mulakkulam GP
2026_LSGD_863510_1
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
₹10,558
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 | 2.8.1: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 | - | cum | - | - |
| 1.002 | OD70127/2026-2027:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia , 2m long (1m in rock and 1 m in concrete ) including drilling holes of 25mm dia and filling the gap with cement grout (0.1kg/each) etc complete.Modified data of 60.5.2 | - | each | - | - |
| 1.003 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.004 | OD11418/2026-2027: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. | - | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | OD70148/2026-2027:PVC WEEP HOLES-Providing weep holes using 75 mm dia PVC pipes working pressure 4kg/sq.cm including cost of materials, conveyance, labour charges etc. complete | - | 1 metre | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
| 1.009 | OD11419/2026-2027:Supplying and fixing Granite Name board indicating details of work | - | no | - | - |
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