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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹9.2 L+₹71,264.81 (8.39%)Admitted-Fee/PreQual/Technical/Finance LID AND EW KUMILY GRAMA PANCHAYAT KUMILY | PATHANAMTHITTA | KERALA | 689694 | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | BINU.V.G L1 | SEBASTIAN L2 |
|---|---|---|---|---|---|
| 1.00retarring | |||||
| 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 | 16.94 | cum | 441.06 ₹7,471.56 Lowest | 478.06 ₹8,098.34 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 46.65 | cum | 405.3 ₹18,907.25 Lowest | 439.29 ₹20,492.88 |
| 1.00 | OD89924/2026-2027: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 | 41.08 | cum | 3,819.08 ₹1,56,887.81 Lowest | 4,139.42 ₹1,70,047.37 |
| 1.00 | OD181376/2026-2027:Dry rubble masonry - Dry rubble masonry with Departmental materials including conveyance of material and labour charges etc. complete as per direction of departmental officers at site | 14.25 | cum | 1,562.8 ₹22,269.9 Lowest | 1,693.89 ₹24,137.93 |
| 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) | 2.45 | cum | 8,770.76 ₹21,488.36 Lowest | 9,506.44 ₹23,290.78 |
| 1.01 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 39.9 | cum | 51.17 ₹2,041.68 Lowest | 55.46 ₹2,212.85 |
| 1.01 | OD89939/2026-2027:Construction of granular sub base by providing local material (quarry muck) spreading in
uniform layers on prepared surface and compacting by ramming to achieve the desired density
complete using gravel mix soil/quarrymuck | 65.73 | cum | 1,673.24 ₹1,09,982.07 Lowest | 1,813.59 ₹1,19,207.27 |
| 1.01 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 59.85 | cum | 3,443.09 ₹2,06,068.94 Lowest | 3,731.89 ₹2,23,353.62 |
| 1.01 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 399 | sqm | 118.44 ₹47,257.56 Lowest | 128.37 ₹51,219.63 |
Tender Value
₹9.3 L
EMD Value
₹23,139
Closing Date
13 Oct 2026, 2:00 pmClosed
AE LID EW
AE LID EW
298/PVK/26-27 MOOTHAKUNNAM DIVISION - GANDHI NAGAR ROAD RENOVATION - WARD 5
2026_LSGD_875943_1
09-10/AE/LSGD/PVK/26-27
Open Tender
Civil Works - Roads
Item Rate
PUTHENVELIKKARA
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,045
Yes
₹23,139
Yes
17 Oct 2026
5 Oct 2026
15 Oct 2026
5 Oct 2026
13 Oct 2026
5 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1retarring | |||||
| 1.001 | 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 | 16.94 | cum | - | - |
| 1.002 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 46.65 | cum | - | - |
| 1.003 | OD89924/2026-2027: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 | 41.08 | cum | - | - |
| 1.004 | OD181376/2026-2027:Dry rubble masonry - Dry rubble masonry with Departmental materials including conveyance of material and labour charges etc. complete as per direction of departmental officers at site | 14.25 | 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) | 2.45 | cum | - | - |
| 1.006 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 39.9 | cum | - | - |
| 1.007 | OD89939/2026-2027:Construction of granular sub base by providing local material (quarry muck) spreading in
uniform layers on prepared surface and compacting by ramming to achieve the desired density
complete using gravel mix soil/quarrymuck | 65.73 | cum | - | - |
| 1.008 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 59.85 | cum | - | - |
| 1.009 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 399 | sqm | - | - |
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