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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.1 LAccepted-AOC | L1 | Accepted-AOC FIRST | |
| 2 | L2₹14.1 L+₹5,071.03 (0.36%)Rejected-AOC | L2 | Rejected-AOC SECOND | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | MANOJ P L1 | Badusha.P L4 | VIJITH KUMAR B P L2 | NASEER M P L3 |
|---|---|---|---|---|---|---|---|
| 1.00OLAVANNA GP 2026/27 PROJECT NUMBER:-62 CONSTRUCTION OF VARIOUS ROAD LANE IN WARD 9 | |||||||
| 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 | 72 | cum | 337 ₹24,264 | 300 ₹21,600 Lowest | 337.8 ₹24,321.6 | 343.88 ₹24,759.36 |
| 1.00 | OD97884/2026-2027: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 | 73.6 | cum | 2,902 ₹2,13,587.2 Lowest | 3,300 ₹2,42,880 | 2,912.28 ₹2,14,343.81 | 2,964.73 ₹2,18,204.13 |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 6 | cum | 7,972 ₹47,832 Lowest | 8,000 ₹48,000 | 8,001.24 ₹48,007.44 | 8,145.32 ₹48,871.92 |
| 1.00 | 12.8:Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.6 | tonne | 76,244 ₹45,746.4 Lowest | 80,000 ₹48,000 | 76,519.1 ₹45,911.46 | 77,896.99 ₹46,738.19 |
| 1.00 | OD42447/2026-2027:Surface dressing of the ground in all kinds of soil including removing vegitation in equalities not exeeding 15 cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m | 819.4 | sqm | 28 ₹22,943.2 Lowest | 50 ₹40,970 | 28.11 ₹23,033.33 | 28.62 ₹23,451.23 |
| 1.01 | 4.11.2: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, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 81.94 | cum | 1,895 ₹1,55,276.3 Lowest | 2,125 ₹1,74,122.5 | 1,901.99 ₹1,55,849.06 | 1,936.24 ₹1,58,655.51 |
| 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) | 122.91 | cum | 7,291 ₹8,96,136.81 | 7,100 ₹8,72,661 Lowest | 7,317.47 ₹8,99,390.24 | 7,449.24 ₹9,15,586.09 |
Tender Value
₹16.9 L
EMD Value
₹42,343
Closing Date
22 Jul 2026, 2:00 pmClosed
ASSISTANT ENGINEER
LSGD, OLAVANNA
62 CONSTRUCTION OF VARIOUS ROAD LANE IN WARD 9
2026_LSGD_860609_1
AE/OLV/11/26
Open Tender
Civil Works - Roads
Item Rate
240 days
OLAVANNA
Please refer tender documents
10 documents required · 10 mandatory
₹2,760
Yes
₹42,343
Yes
25 Sept 2026
15 Jul 2026
24 Jul 2026
15 Jul 2026
22 Jul 2026
15 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1OLAVANNA GP 2026/27 PROJECT NUMBER:-62 CONSTRUCTION OF VARIOUS ROAD LANE IN WARD 9 | |||||
| 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 | - | cum | - | - |
| 1.002 | OD97884/2026-2027: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 | 1 | cum | - | - |
| 1.003 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | - | cum | - | - |
| 1.004 | 12.8:Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | - | tonne | - | - |
| 1.005 | OD42447/2026-2027:Surface dressing of the ground in all kinds of soil including removing vegitation in equalities not exeeding 15 cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m | 1 | sqm | - | - |
| 1.006 | 4.11.2: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, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 1 | 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) | 1 | cum | - | - |
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