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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.7 LAccepted-AOC | ₹14.7 L Quoted ₹17.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹17.7 L+₹37,810 (2.18%)Rejected-Finance 3 178 KERALA INDIA | PALAKKAD | KERALA | 678001 | ₹17.7 L+₹37,810 (2.18%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Beerankutty L1 | Rasheed L2 |
|---|---|---|---|---|---|
| 1.00BUILDING NEW CONSTRUCTION | |||||
| 1.00 | OD502508/2025-2026:Conveyance of earth for 5 km obtained from 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 disposal of excavated earth, lead up to 5 km and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil with conveyance of 5 km | 84 | cum | 184.97 ₹15,537.48 Lowest | 281.75 ₹23,667 |
| 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 | 70.37 | cum | 260.69 ₹18,343.71 Lowest | 265.99 ₹18,716.65 |
| 1.00 | OD502525/2025-2026: 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 | 91.95 | cum | 2,894.11 ₹2,66,107.63 Lowest | 2,978.5 ₹2,73,867.12 |
| 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. | 25.57 | cum | 230.8 ₹5,901.33 Lowest | 235.47 ₹6,020.73 |
| 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 | 25.92 | sqm | 279.85 ₹7,253.71 Lowest | 285.53 ₹7,400.94 |
| 1.01 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.28 | cum | 7,220.97 ₹16,485.47 Lowest | 7,367.4 ₹16,819.77 |
| 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 | 30.66 | cum | 5,485.06 ₹1,68,155.48 Lowest | 5,596.3 ₹1,71,565.77 |
| 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) | 5.65 | cum | 5,749.06 ₹32,464.94 Lowest | 5,865.64 ₹33,123.27 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 22.82 | sqm | 552.87 ₹12,618.7 Lowest | 564.07 ₹12,874.33 |
Tender Value
₹18.6 L
EMD Value
₹46,608
Closing Date
13 Mar 2026, 6:00 pmClosed
AE CHEACODE GP
AE CHEACODE GP
Annual Plan Cheacode GP 2025 26 Project No 416 26 take a break General Civil Work
2026_LSGD_844778_1
TN6AELIDEWCHEACODE2526
Open Tender
Civil Works - Buildings
Item Wise
CHEACODE GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹46,608
Yes
14 Sept 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BUILDING NEW CONSTRUCTION | |||||
| 1.001 | OD502508/2025-2026:Conveyance of earth for 5 km obtained from 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 disposal of excavated earth, lead up to 5 km and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil with conveyance of 5 km | - | cum | - | - |
| 1.002 | 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 | 0.4 | cum | - | - |
| 1.003 | OD502525/2025-2026: 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 | 0.2 | 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 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 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 | - | cum | - | - |
| 1.008 | 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) | - | cum | - | - |
| 1.009 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
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