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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.6 LAccepted-AOC | ₹8.6 L | 1 | Accepted-AOC L1 |
| 2 | 2₹8.6 L+₹146.97 (0.02%)Rejected-AOC 65 24 IRUMATHIL COMPLEX MAIN ROAD THAZHATHANGADI KOTTAYAM 686001 | KOTTAYAM | KERALA | 686001 | ₹8.6 L+₹146.97 (0.02%) | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | K M YOHANNAN L2 | REJI B MATHEW L1 |
|---|---|---|---|---|---|
| 1.001.Toilet Block | |||||
| 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 | 16.33 | cum | 339 ₹5,535.87 | 330 ₹5,388.9 Lowest |
| 1.00 | OD455302/2025-2026:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of
foundations 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 as per direction of site Engineer-incharge(50.2.25.1 modified) | 6.11 | cum | 1,238 ₹7,559.23 Lowest | 1,238 ₹7,559.23 Lowest |
| 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) | 4.37 | cum | 7,900 ₹34,483.5 Lowest | 7,900 ₹34,483.5 Lowest |
| 1.00 | 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) | 1.5 | cum | 9,960 ₹14,989.8 Lowest | 9,960 ₹14,989.8 Lowest |
| 1.00 | OD455300/2025-2026: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 | 10.01 | cum | 3,993 ₹39,961.94 Lowest | 3,993 ₹39,961.94 Lowest |
| 1.01 | 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) | 2.61 | cum | 8,343 ₹21,775.23 Lowest | 8,343 ₹21,775.23 Lowest |
| 1.01 | 50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 2.71 | cum | 6,408 ₹17,340.05 Lowest | 6,408 ₹17,340.05 Lowest |
| 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 | 12.73 | cum | 7,279 ₹92,632.55 Lowest | 7,279 ₹92,632.55 Lowest |
| 1.01 | 50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete | 0.48 | cum | 8,645 ₹4,149.6 Lowest | 8,645 ₹4,149.6 Lowest |
Tender Value
₹9.1 L
EMD Value
₹22,764
Closing Date
5 Mar 2026, 4:00 pmClosed
Assistant Engineer
LID EW SUB Division Chenagnnur
Annual Plan-Chengannur Block Panchayath 2025-26 Pro No-160-Construction of Toilet at Peringelipuram UP School
2026_LSGD_839747_1
2025_LSGD_AEE_31_CNGR_P160_PER
Open Tender
Civil Works - Buildings
Item Rate
180 days
Puliyoor
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,010
Yes
₹22,764
Yes
31 Jul 2026
26 Feb 2026
7 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
26 Feb 2026 - 5 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 11.Toilet Block | |||||
| 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 | 1 | cum | - | - |
| 1.002 | OD455302/2025-2026:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of
foundations 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 as per direction of site Engineer-incharge(50.2.25.1 modified) | 1 | cum | - | - |
| 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) | - | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | OD455300/2025-2026: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 | - | - |
| 1.006 | 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) | 1 | cum | - | - |
| 1.007 | 50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | - | cum | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete | - | cum | - | - |
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