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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.6 L+₹15,629.45 (1.86%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | ABOOBACKER SIDDIK S U L1 | Aboobacker Siddeeque A M L2 |
|---|---|---|---|---|---|
| 1.00DR Masonry side wall protection | |||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 64.5 | cum | 51.42 ₹3,316.59 Lowest | 60 ₹3,870 |
| 1.00 | OD454187/2025-2026:DRY RUBBLE MASONRY dry rubble masonry 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 directions of departmental officers at site | 174.15 | cum | 3,913.69 ₹6,81,569.11 Lowest | 4,000 ₹6,96,600 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 10.75 | cum | 8,595.8 ₹92,404.85 Lowest | 8,600 ₹92,450 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.63 | tonne | 94,485.47 ₹59,525.85 Lowest | 94,485.47 ₹59,525.85 Lowest |
| 2.00name board | |||||
| 2.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 0.08 | cum | 338.41 ₹28.43 Lowest | 338.41 ₹28.43 Lowest |
| 2.00 | OD454188/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.( Modified 50.6.7.1 ) | 0.16 | cum | 5,756.65 ₹898.04 Lowest | 5,756.65 ₹898.04 Lowest |
| 2.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 0.72 | sqm | 347.85 ₹250.45 Lowest | 347.85 ₹250.45 Lowest |
| 2.00 | 16.21:Engraving letters in hard stone | 100 | per Letter per cm height | 10.29 ₹1,029 Lowest | 10.29 ₹1,029 Lowest |
Tender Value
₹8.4 L
EMD Value
₹21,032
Closing Date
9 Feb 2026, 6:00 pmClosed
ASSISTANT ENGINEER
LIDEW SUBDIVISION MANJESHWARAM
MBP Project no.1942526 Muligadde Dalikukke Thodu Protection
2026_LSGD_832357_9
AE/LIDEW/2526
Open Tender
Civil Works - Roads
Item Rate
MANJESHWAR
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,855
Yes
₹21,032
Yes
25 Jun 2026
2 Feb 2026
11 Feb 2026
2 Feb 2026
9 Feb 2026
2 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DR Masonry side wall protection | |||||
| 1.001 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | - | cum | - | - |
| 1.002 | OD454187/2025-2026:DRY RUBBLE MASONRY dry rubble masonry 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 directions of departmental officers at site | - | cum | - | - |
| 1.003 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.004 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
| 2name board | |||||
| 2.001 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 1 | cum | - | - |
| 2.002 | OD454188/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.( Modified 50.6.7.1 ) | - | cum | - | - |
| 2.003 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
| 2.004 | 16.21:Engraving letters in hard stone | - | per Letter per cm height | - | - |
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