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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAdmitted-Fee/PreQual/Technical/Finance PANAMPILLY HOUSE IRINGOLE PO PERUMBYOOR PIN 683548 | PERUMBAVOOR | ERNAKULAM | KERALA | 683548 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.0 L+₹537.16 (0.11%)Admitted-Fee/PreQual/Technical/Finance MATTAMANA H THURUTHY PO PETTAMALA | KOTTAYAM | KERALA | 686001 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹5.1 L+₹6,692.58 (1.34%)Admitted-Fee/PreQual/Technical/Finance 275 THURUTHY LAKSHAMVEEDU COLONY ANGANWADY ROAD TILE PAVING WARD 7 | THRISSUR | KERALA | 679105 | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹5.2 L+₹23,397.03 (4.69%)Admitted-Fee/PreQual/Technical/Finance KANIYAN KUDY VILLEGE CHOORAMUDY RESIDING AT | MADURAI | TAMIL NADU | 625001 | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹5.3 L+₹35,630.95 (7.14%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | BASIL P VARGHES L3 | A P PAULOSE L5 | K N KAILASANATHAN L4 | SURESH P R L1 | KURIAKOSE JOSE L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00compound wall construction | ||||||||
| 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 | 16.4 | cum | 250 ₹4,100 | 250 ₹4,100 | 300 ₹4,920 | 237.92 ₹3,901.89 Lowest | 238.17 ₹3,905.99 |
| 1.00 | OD178002/2026-2027:60.7.3 DISMANTLING DR - Dismantling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 12 | cum | 750 ₹9,000 | 750 ₹9,000 | 240 ₹2,880 Lowest | 699.57 ₹8,394.84 | 700.32 ₹8,403.84 |
| 1.00 | OD178003/2026-2027:60.7.1 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 | 20.7 | cum | 3,750 ₹77,625 | 3,850 ₹79,695 | 4,500 ₹93,150 | 3,687.96 ₹76,340.77 Lowest | 3,691.95 ₹76,423.37 |
| 1.00 | OD178000/2026-2027:60.7.8 DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 8.1 | cum | 1,600 ₹12,960 | 1,700 ₹13,770 | 4,500 ₹36,450 | 1,584.62 ₹12,835.42 Lowest | 1,586.33 ₹12,849.27 |
| 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) | 4.96 | cum | 8,350 ₹41,457.75 | 9,000 ₹44,685 | 8,200 ₹40,713 Lowest | 8,529.42 ₹42,348.57 | 8,538.65 ₹42,394.4 |
| 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 | 24.81 | cum | 7,100 ₹1,76,136.8 | 7,275 ₹1,80,478.2 | 6,300 ₹1,56,290.4 Lowest | 6,722.18 ₹1,66,763.84 | 6,729.46 ₹1,66,944.44 |
| 1.01 | 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) | 0.2 | cum | 7,900 ₹1,580 | 7,930 ₹1,586 | 8,300 ₹1,660 | 7,326.02 ₹1,465.2 Lowest | 7,333.95 ₹1,466.79 |
| 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) | 0.55 | cum | 10,000 ₹5,470 | 10,000 ₹5,470 | 9,000 ₹4,923 Lowest | 9,686.38 ₹5,298.45 | 9,696.86 ₹5,304.18 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 2.24 | sqm | 1,000 ₹2,240 | 1,008 ₹2,257.92 | 400 ₹896 Lowest | 931.4 ₹2,086.34 | 932.4 ₹2,088.58 |
Tender Value
₹5.4 L
EMD Value
₹13,505
Closing Date
28 Sept 2026, 2:00 pmClosed
OfficeofAssistant EngineerLIDEWSectionMudakuzhaGP
OfficeofAssistant EngineerLIDEWSectionMudakuzhaGP
95/2026-27Compound Wall for FHC Mudakkuzha GP
2026_LSGD_839790_11
10/AE/LSGD/MUDAKUZHA/25-26
Open Tender
Civil Works - Others
Item Rate
Mudakuzha GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,195
₹13,505
13 Oct 2026
18 Sept 2026
29 Sept 2026
18 Sept 2026
28 Sept 2026
18 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1compound wall construction | |||||
| 1.001 | 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 | 16.4 | cum | - | - |
| 1.002 | OD178002/2026-2027:60.7.3 DISMANTLING DR - Dismantling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 12 | cum | - | - |
| 1.003 | OD178003/2026-2027:60.7.1 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 | 20.7 | cum | - | - |
| 1.004 | OD178000/2026-2027:60.7.8 DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 8.1 | 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) | 4.97 | cum | - | - |
| 1.006 | 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 | 24.81 | cum | - | - |
| 1.007 | 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) | 0.2 | cum | - | - |
| 1.008 | 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) | 0.55 | cum | - | - |
| 1.009 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 2.24 | sqm | - | - |
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