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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.0 L+₹6,740.15 (1.14%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Biju S Pillai L1 | SURESH KUMAR VK L2 |
|---|---|---|---|---|---|
| 1.00Pond Renovation | |||||
| 1.00 | OD481586/2025-2026:Removing water hyacinth from the thodu/pond and deposting on bank with initial lead and lift
including disposal of pola payal 50m away from site. | 340 | sqm | 31.45 ₹10,693 Lowest | 32.46 ₹11,036.4 |
| 1.00 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 45 | hour | 342 ₹15,390 Lowest | 345.54 ₹15,549.3 |
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 4 | cum | 2,530 ₹10,120 Lowest | 2,542 ₹10,168 |
| 1.00 | OD470670/2024-2025:Departmental dry rubblemasonry 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. | 3 | cum | 1,710 ₹5,130 Lowest | 1,715.88 ₹5,147.64 |
| 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 | 21 | cum | 355 ₹7,455 Lowest | 359.72 ₹7,554.12 |
| 1.01 | OD470379/2024-2025: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. | 79.86 | cum | 3,980 ₹3,17,858.72 Lowest | 3,993.46 ₹3,18,933.69 |
| 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) | 8.61 | cum | 8,330 ₹71,687.98 Lowest | 8,843.49 ₹76,107.07 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 16.74 | sqm | 382 ₹6,394.68 Lowest | 386.16 ₹6,464.32 |
| 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) | 6.14 | cum | 9,950 ₹61,122.85 Lowest | 9,993.93 ₹61,392.71 |
Tender Value
₹5.9 L
EMD Value
₹14,804
Closing Date
9 Mar 2026, 6:00 pmClosed
Rajeena B
Office of the Assistant Engineer , Chengannur MunicipalitY
Annual Plan-Annual plan 2025-26 - Vigneshwara roadinu sameepamulla pond renovation, ward 11 pro no 162/2026-chengannur Municipality-General Civil Work
2026_LSGD_842132_6
02/2025/AE/CGNRMLTY/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Chengannur Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,305
Yes
₹14,804
Yes
14 Oct 2026
2 Mar 2026
11 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Pond Renovation | |||||
| 1.001 | OD481586/2025-2026:Removing water hyacinth from the thodu/pond and deposting on bank with initial lead and lift
including disposal of pola payal 50m away from site. | 340 | sqm | - | - |
| 1.002 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 45 | hour | - | - |
| 1.003 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 4 | cum | - | - |
| 1.004 | OD470670/2024-2025:Departmental dry rubblemasonry 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. | 3 | cum | - | - |
| 1.005 | 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 | 21 | cum | - | - |
| 1.006 | OD470379/2024-2025: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. | 79.86 | cum | - | - |
| 1.007 | 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) | 8.61 | cum | - | - |
| 1.008 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 16.74 | sqm | - | - |
| 1.009 | 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) | 6.14 | cum | - | - |
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