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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.0 L+₹5,579.22 (2.83%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹2.1 L+₹8,362.82 (4.25%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹2.1 L+₹12,288.56 (6.24%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹2.2 L+₹23,839.47 (12.1%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | U SANKUNNI L2 | FAIZ M M L4 | SAJAYAKUMAR.M.S L6 | muhamad anas pk L5 | FAHAD A Y L3 | AJMAL P A L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Side protection | |||||||||
| 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 | 3.7 | cum | 352.31 ₹1,302.14 | 364 ₹1,345.34 | 397.3 ₹1,468.42 | 384.1 ₹1,419.63 | 357.17 ₹1,320.1 | 342.6 ₹1,266.25 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) | 6.1 | cum | 7,624.25 ₹46,492.68 | 7,882 ₹48,064.44 | 8,597.83 ₹52,429.57 | 8,312.16 ₹50,687.55 | 7,729.36 ₹47,133.64 | 7,414.06 ₹45,210.94 Lowest |
| 1.00 | OD82276/2026-2027:DISMANTLING DR - Dismanling , 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. | 13.1 | cum | 629.74 ₹8,252.11 | 651 ₹8,530.7 | 710.16 ₹9,305.94 | 686.56 ₹8,996.68 | 638 ₹8,360.35 | 612.38 ₹8,024.63 Lowest |
| 1.00 | OD82275/2026-2027:DR with Departmental. Stone -
DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 10.48 | cum | 1,426.44 ₹14,953.37 | 1,474 ₹15,451.94 | 1,608.59 ₹16,862.85 | 1,555.15 ₹16,302.64 | 1,446 ₹15,158.42 | 1,387.12 ₹14,541.18 Lowest |
| 1.00 | OD82274/2026-2027: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 | 12.12 | cum | 3,319.85 ₹40,253.18 | 3,432 ₹41,613 | 3,743.78 ₹45,393.33 | 3,619.39 ₹43,885.1 | 3,365.62 ₹40,808.14 | 3,228.33 ₹39,143.5 Lowest |
| 1.01 | 10.14:Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706 | 31 | metre | 2,939.6 ₹91,127.6 | 3,035 ₹94,085 | 3,314.97 ₹1,02,764.07 | 3,204.83 ₹99,349.73 | 2,980.13 ₹92,384.03 | 2,858.56 ₹88,615.36 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,340
Closing Date
29 Sept 2026, 11:00 amClosed
AE Lsgd Panjal
Office of Assistant Engineer panjal gp
Annual Plan-Panjal GP 2026-27 Aamappara Chuvadu cherakulam road side protectionsanketham road ward 4
2026_LSGD_870943_13
02/26-27/AE/LIDEW/PJL
Open Tender
Civil Works - Roads
Item Rate
Panjal
Please refer Tender documents.
10 documents required · 10 mandatory
₹560
Yes
₹6,340
Yes
1 Oct 2026
22 Sept 2026
1 Oct 2026
22 Sept 2026
29 Sept 2026
22 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side protection | |||||
| 1.001 | 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 | 3.7 | cum | - | - |
| 1.002 | 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) | 6.1 | cum | - | - |
| 1.003 | OD82276/2026-2027:DISMANTLING DR - Dismanling , 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. | 13.1 | cum | - | - |
| 1.004 | OD82275/2026-2027:DR with Departmental. Stone -
DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 10.48 | cum | - | - |
| 1.005 | OD82274/2026-2027: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 | 12.13 | cum | - | - |
| 1.006 | 10.14:Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706 | 31 | metre | - | - |
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