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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC | ₹3.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.9 L+₹19,059.15 (5.10%)Rejected-AOC | ₹3.9 L+₹19,059.15 (5.10%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | PHILIP L1 | K V Abraham L2 |
|---|---|---|---|---|---|
| 1.00TOILET | |||||
| 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 | 8.84 | cum | 257.63 ₹2,277.71 Lowest | 500 ₹4,420.5 |
| 1.00 | OD401064/2025-2026: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 | 4.91 | cum | 3,993 ₹19,621.6 Lowest | 4,000 ₹19,656 |
| 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) | 2.79 | cum | 8,343 ₹23,310.34 Lowest | 8,500 ₹23,749 |
| 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) | 1.76 | cum | 7,932 ₹13,960.32 Lowest | 7,932 ₹13,960.32 Lowest |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 8.19 | sqm | 762 ₹6,240.78 Lowest | 762 ₹6,240.78 Lowest |
| 1.01 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 3.78 | cum | 13,442 ₹50,851.09 Lowest | 13,442 ₹50,851.09 Lowest |
| 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 | 366.27 | kilogram | 112 ₹41,022.24 Lowest | 112 ₹41,022.24 Lowest |
| 1.01 | 50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm 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. | 6.37 | cum | 7,229 ₹46,048.73 Lowest | 7,500 ₹47,775 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 18.76 | sqm | 961 ₹18,028.36 Lowest | 1,200 ₹22,512 |
Tender Value
₹3.7 L
EMD Value
₹9,345
Closing Date
6 Jul 2026, 5:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LID AND EW SECTION VECHOOCHIRA
Project No-293/2025-2026-Preparing basic facilities for the Koothattukulam Community Hall (relief camp) (Retender)
2026_LSGD_857143_1
293/2025-26
Open Tender
Civil Works - Roads
Item Rate
VECHOOCHIRA
Please refer Tender documents.
7 documents required · 7 mandatory
₹825
₹9,345
8 Sept 2026
22 Jun 2026
8 Jul 2026
22 Jun 2026
6 Jul 2026
22 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1TOILET | |||||
| 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 | 1 | cum | - | - |
| 1.002 | OD401064/2025-2026: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 | 1 | 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) | - | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
| 1.006 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 1 | cum | - | - |
| 1.007 | 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 | 1 | kilogram | - | - |
| 1.008 | 50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm 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 | - | - |
| 1.009 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
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