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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Paul Mathew L1 | PWD Contractor L2 |
|---|---|---|---|---|---|
| 1.00Side protection WORK | |||||
| 1.00 | OD470919/2025-2026: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. | 23.12 | cum | 721.82 ₹16,688.48 Lowest | 800 ₹18,496 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 59.23 | cum | 65.65 ₹3,888.32 Lowest | 70 ₹4,145.96 |
| 1.00 | OD471261/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality DEPARTMENTAL 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. | 16.18 | cum | 1,634.99 ₹26,460.68 Lowest | 1,700 ₹27,512.8 |
| 1.00 | OD470889/2025-2026:DRY RUBBLE MASONRY with hard stone, WITHOUT Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 44.32 | cum | 3,906.54 ₹1,73,145.67 Lowest | 4,000 ₹1,77,288 |
| 1.00 | OD470892/2025-2026:Providing concrete for reinforced concrete in MIDDLE BELT for DR Retaining Walls complete as per drawing and direction of Engineer-in-Charge. R.C.C grade M 20, nominal mix 1:2:4 (11.4.4 Modified) | 1.25 | cum | 8,921.04 ₹11,195.91 Lowest | 9,000 ₹11,295 |
| 1.01 | OD470891/2025-2026:Providing concrete for plain concrete in TOP Belt concrete in DR Retaining Walls complete as per drawings and direction of Engineer-in-Charge.
P.C.C grade M 10, Nominal mix 1:3:6 | 0.51 | cum | 7,866.9 ₹4,012.12 Lowest | 7,950 ₹4,054.5 |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.07 | tonne | 92,313.76 ₹6,461.96 Lowest | 92,500 ₹6,475 |
| 1.01 | OD470890/2025-2026:Filling with contractor's own earth ( excluding rock) in OPEN AREAS 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-in-charge | 9.47 | cum | 424.7 ₹4,022.76 Lowest | 500 ₹4,736 |
| 1.01 | OD470893/2025-2026:
MORD: Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GI pipe 40 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 200 mm x 200 mm x 500 mm, 500 mm below ground level as per drawings and Technical Specification Clause 1701.600 mm x 450 mm Rectangular | 1 | each | 3,295.85 ₹3,295.85 Lowest | 3,400 ₹3,400 |
Tender Value
₹2.5 L
EMD Value
₹6,355
Closing Date
2 Jun 2026, 3:00 pmClosed
ASSISTANT ENGINEER
MANANTHAVADY MUNICIPALITY
MANANTHAVADY MUNICIPALITY PR NO 1053 2024 26 PATHIVAYAL KURISUPALLI THAZHEBHAGAM UNNATHI SIDE PROTECTION
2026_LSGD_852786_6
TN.05/2025-26
Open Tender
Civil Works - Roads
Item Rate
MANANTHAVADY
Please refer Tender documents.
11 documents required · 11 mandatory
₹565
Yes
₹6,355
Yes
5 Oct 2026
26 May 2026
3 Jun 2026
26 May 2026
2 Jun 2026
26 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side protection WORK | |||||
| 1.001 | OD470919/2025-2026: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. | - | cum | - | - |
| 1.002 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | - | - |
| 1.003 | OD471261/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality DEPARTMENTAL 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. | - | cum | - | - |
| 1.004 | OD470889/2025-2026:DRY RUBBLE MASONRY with hard stone, WITHOUT Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | - | cum | - | - |
| 1.005 | OD470892/2025-2026:Providing concrete for reinforced concrete in MIDDLE BELT for DR Retaining Walls complete as per drawing and direction of Engineer-in-Charge. R.C.C grade M 20, nominal mix 1:2:4 (11.4.4 Modified) | 1 | cum | - | - |
| 1.006 | OD470891/2025-2026:Providing concrete for plain concrete in TOP Belt concrete in DR Retaining Walls complete as per drawings and direction of Engineer-in-Charge.
P.C.C grade M 10, Nominal mix 1:3:6 | - | cum | - | - |
| 1.007 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | - | tonne | - | - |
| 1.008 | OD470890/2025-2026:Filling with contractor's own earth ( excluding rock) in OPEN AREAS 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-in-charge | 1 | cum | - | - |
| 1.009 | OD470893/2025-2026:
MORD: Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GI pipe 40 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 200 mm x 200 mm x 500 mm, 500 mm below ground level as per drawings and Technical Specification Clause 1701.600 mm x 450 mm Rectangular | - | each | - | - |
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