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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹6.7 L+₹4,929.95 (0.74%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹6.9 L+₹21,612.95 (3.23%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | BINU.V.G L3 | ANAS N A L2 | ASHIK P A L1 |
|---|---|---|---|---|---|---|
| 1.00maintenance work Retaining 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 | 66 | cum | 398.59 ₹26,306.94 | 388.96 ₹25,671.36 Lowest | 450 ₹29,700 |
| 1.00 | OD161241/2026-2027:DRY RUBBLE MASONRY | 141 | cum | 3,755.85 ₹5,29,574.85 | 3,665.15 ₹5,16,786.15 Lowest | 3,800 ₹5,35,800 |
| 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) | 7.5 | cum | 8,625.54 ₹64,691.55 | 8,417.26 ₹63,129.45 | 6,500 ₹48,750 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.53 | tonne | 90,674.8 ₹47,604.27 | 88,485.27 ₹46,454.77 | 75,000 ₹39,375 Lowest |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 13.2 | cum | 594.74 ₹7,850.57 | 580.38 ₹7,661.02 | 500 ₹6,600 Lowest |
| 1.01 | OD161253/2026-2027:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the
top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade ( Details of
cost for 300 cum) | 9 | cum | 1,645.53 ₹14,809.77 | 1,605.8 ₹14,452.2 | 1,000 ₹9,000 Lowest |
Tender Value
₹7.7 L
EMD Value
₹19,130
Closing Date
28 Sept 2026, 11:00 amClosed
AE Kunnukara
AE Kunnukara
228/KKA/26-27/SCHOOL PADI SETTLEMENT ROAD SIDE PROTECTION WARD 15
2026_LSGD_870282_1
11/AE/LIDEW/KKA/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Kunnukara
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,690
Yes
₹19,130
Yes
29 Sept 2026
16 Sept 2026
29 Sept 2026
16 Sept 2026
28 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1maintenance work Retaining 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 | 66 | cum | - | - |
| 1.002 | OD161241/2026-2027:DRY RUBBLE MASONRY | 141 | cum | - | - |
| 1.003 | 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) | 7.5 | cum | - | - |
| 1.004 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.53 | tonne | - | - |
| 1.005 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 13.2 | cum | - | - |
| 1.006 | OD161253/2026-2027:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the
top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade ( Details of
cost for 300 cum) | 9 | cum | - | - |
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