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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹6.3 L+₹570.85 (0.09%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Vinodkumar M R L1 | MANOHARAN K L2 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF POND | |||||
| 1.00 | OD17326/2026-2027:Bailing out water using 5HP pump-bailing out water with 5HP engine and pumpset including conveyance to site and erection, cost of fuel, lubricatio oil and other stores, pay of staff etc. complete | 35 | hour | 455.37 ₹15,937.95 Lowest | 455.78 ₹15,952.3 |
| 1.00 | OD17325/2026-2027: 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 | 32.21 | cum | 3,989.47 ₹1,28,508.81 Lowest | 3,993.06 ₹1,28,624.45 |
| 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) | 5.19 | cum | 8,335.15 ₹43,259.43 Lowest | 8,342.66 ₹43,298.41 |
| 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. | 26.37 | cum | 318.15 ₹8,389.62 Lowest | 318.44 ₹8,397.26 |
| 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) | 2.9 | cum | 10,478.28 ₹30,387.01 Lowest | 10,487.72 ₹30,414.39 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 43.42 | sqm | 762.12 ₹33,091.25 Lowest | 762.8 ₹33,120.78 |
| 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) | 7.49 | cum | 9,226.73 ₹69,089.75 Lowest | 9,235.05 ₹69,152.05 |
| 1.01 | 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 | 217.5 | kilogram | 112.32 ₹24,429.6 Lowest | 112.42 ₹24,451.35 |
| 1.01 | 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 248.66 | kg | 230.7 ₹57,364.71 Lowest | 230.91 ₹57,416.93 |
Tender Value
₹6.3 L
EMD Value
₹15,869
Closing Date
26 Sept 2026, 2:30 pmClosed
Assistant Engineer LIDEW section Kundara GP
Office of the Assistant Engineer LID EW Section Kundara GP
Renovation of Kolloorkonam Pond II stage
2026_LSGD_870164_3
01/2026/AE/LIDEW/KND/I PHASE
Open Tender
Civil Works - Others
Item Rate
180 days
LIDEW Section Kundara Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,405
Yes
₹15,869
Yes
8 Oct 2026
16 Sept 2026
28 Sept 2026
16 Sept 2026
26 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONSTRUCTION OF POND | |||||
| 1.001 | OD17326/2026-2027:Bailing out water using 5HP pump-bailing out water with 5HP engine and pumpset including conveyance to site and erection, cost of fuel, lubricatio oil and other stores, pay of staff etc. complete | 35 | hour | - | - |
| 1.002 | OD17325/2026-2027: 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 | 32.21 | 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) | 5.19 | 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. | 26.37 | cum | - | - |
| 1.005 | 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) | 2.9 | cum | - | - |
| 1.006 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 43.42 | sqm | - | - |
| 1.007 | 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) | 7.49 | cum | - | - |
| 1.008 | 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 | 217.5 | kilogram | - | - |
| 1.009 | 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 248.66 | kg | - | - |
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