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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Pratheesh george L1 |
|---|---|---|---|---|
| 1.00side protection work | ||||
| 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. | 20.52 | cum | 65 ₹1,333.8 Lowest |
| 1.00 | OD519824/2025-2026: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. | 39.9 | cum | 5,200 ₹2,07,480 Lowest |
| 1.00 | OD519823/2025-2026: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 | 1.9 | cum | 7,300 ₹13,870 Lowest |
| 1.00 | OD519825/2025-2026:Filling with contractor's own earth((excluding rock) in OPEN AREAS in layers not exceeding 20 cm in depth, consolidated each layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of Engineer-in-charge | 9.8 | cum | 430 ₹4,215.72 Lowest |
| 1.00 | OD519828/2025-2026:Surface Dressing on the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish,lead up to 50m and lift up to 1.5m | 114.21 | 1 sqm | 34 ₹3,883.14 Lowest |
| 1.01 | OD519829/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil (without roller compacting) | 5.71 | cum | 2,100 ₹11,993.1 Lowest |
| 1.01 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 17.13 | cum | 8,120 ₹1,39,111.84 Lowest |
| 1.01 | OD519834/2025-2026:Providing and Fixing Name Board of Size 600mmx450mm Using MS sheet 2mm thick and 50mm GI pipe 2m long fixing on the ground using M15 concrete mix size 300x300x450mm | 1 | 1 nos | 2,900 ₹2,900 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,582
Closing Date
4 Jul 2026, 6:00 pmClosed
RAHUL BP
OFFICE OF ASSISTANT ENGINEER LID AND EW SECTION EDAVAKA GP
VENGACHENNI PEIKAL ROAD SIDE KETT CONCRETE
2026_LSGD_857297_4
AE/LID AND EW / EGP/ PHASE1/26-27
Open Tender
Civil Works - Others
Item Rate
180 days
EDAVAKA GRAMA PANCHAYATH
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,582
Yes
6 Jul 2026
24 Jun 2026
6 Jul 2026
24 Jun 2026
4 Jul 2026
24 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1side protection work | |||||
| 1.001 | 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. | 1 | cum | - | - |
| 1.002 | OD519824/2025-2026: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. | 1 | cum | - | - |
| 1.003 | OD519823/2025-2026: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 | - | - |
| 1.004 | OD519825/2025-2026:Filling with contractor's own earth((excluding rock) in OPEN AREAS in layers not exceeding 20 cm in depth, consolidated each layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of Engineer-in-charge | - | cum | - | - |
| 1.005 | OD519828/2025-2026:Surface Dressing on the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish,lead up to 50m and lift up to 1.5m | 1 | 1 sqm | - | - |
| 1.006 | OD519829/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil (without roller compacting) | - | cum | - | - |
| 1.007 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.008 | OD519834/2025-2026:Providing and Fixing Name Board of Size 600mmx450mm Using MS sheet 2mm thick and 50mm GI pipe 2m long fixing on the ground using M15 concrete mix size 300x300x450mm | - | 1 nos | - | - |
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