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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹2.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.4 L+₹11,157.43 (4.86%)Admitted-Fee/PreQual/Technical/Finance AIKKARANAD G P 2024 25 P NO 245 KADAMATTOM SCHOO IMAINTENANCE WARD 7 | IDUKKI | KERALA | 685501 | ₹2.4 L+₹11,157.43 (4.86%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | P.V.George L2 | SUDHAKARAN K K L1 |
|---|---|---|---|---|---|
| 1.00protection wall | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 16.17 | cum | 390.73 ₹6,318.1 | 372.63 ₹6,025.43 Lowest |
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry | 25.99 | cum | 425.21 ₹11,050.36 | 405.51 ₹10,538.39 Lowest |
| 1.00 | OD13424/2026-2027:DRY RUBBLE MASONRY with departmental 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. | 20.79 | cum | 1,581.96 ₹32,888.95 | 1,508.68 ₹31,365.46 Lowest |
| 1.00 | OD13425/2026-2027:DRY RUBBLE MASONRY with hard 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. | 34.65 | cum | 3,681.79 ₹1,27,574.02 | 3,511.23 ₹1,21,664.12 Lowest |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 2.89 | cum | 8,455.48 ₹24,419.43 | 8,063.75 ₹23,288.11 Lowest |
| 1.01 | OD13506/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil(Based
on 2.28.1 as in DAR) | 30.8 | sqm | 32.52 ₹1,001.62 | 31.02 ₹955.42 Lowest |
| 1.01 | OD13545/2026-2027:Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) Modified 75.8.1 | 4.62 | cum | 8,138.39 ₹37,599.36 | 7,761.36 ₹35,857.48 Lowest |
Tender Value
₹2.7 L
EMD Value
₹6,804
Closing Date
10 Jul 2026, 4:00 pmClosed
AE VADAVUCODE BP
OFFICE OF AEE VADAVUCODE BP
VBP S0151/25-26-Construction of protection wall for Cheruthottilthazham thodu second reach in Vadavucode Puthencruz GP
2026_LSGD_858628_1
No.06/2026-27/LID-EW/VBP
Open Tender
Civil Works - Roads
Item Rate
180 days
VADAVUCODE BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹600
Yes
₹6,804
Yes
13 Jul 2026
3 Jul 2026
13 Jul 2026
3 Jul 2026
10 Jul 2026
3 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1protection wall | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | - | cum | - | - |
| 1.002 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry | 1 | cum | - | - |
| 1.003 | OD13424/2026-2027:DRY RUBBLE MASONRY with departmental 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 | - | - |
| 1.004 | OD13425/2026-2027:DRY RUBBLE MASONRY with hard 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 | - | - |
| 1.005 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.006 | OD13506/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil(Based
on 2.28.1 as in DAR) | - | sqm | - | - |
| 1.007 | OD13545/2026-2027:Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) Modified 75.8.1 | - | cum | - | - |
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