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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical second |
| Sl No | Description | Qty | Unit | SINI ODATIL L1 | GITHIN N G L2 |
|---|---|---|---|---|---|
| 1.00Maintenance | |||||
| 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 | 26.46 | cum | 441.5 ₹11,682.09 Lowest | 500 ₹13,230 |
| 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 | 16.74 | cum | 54.66 ₹915.01 Lowest | 65 ₹1,088.1 |
| 1.00 | OD528147/2025-2026:Filling with Quarry Muck.filling up low lying and water logged areas with local materials/quarry muck,spreading in layers,levelling the top at site and consolidation by ramming etc complete | 88.28 | cum | 947.54 ₹83,644.09 Lowest | 1,000 ₹88,275 |
| 1.00 | OD528150/2025-2026: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. (60.7.1 modified for Mord) | 21.6 | cum | 4,160.22 ₹89,860.75 Lowest | 4,200 ₹90,720 |
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 4.11 | cum | 16.07 ₹66.05 Lowest | 20 ₹82.2 |
| 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. <br>(ii) Using Gravel mix soil. | 2.74 | cum | 2,484.07 ₹6,806.35 Lowest | 2,550 ₹6,987 |
| 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) | 4.11 | cum | 9,563.75 ₹39,307.01 Lowest | 10,000 ₹41,100 |
| 1.01 | OD528552/2025-2026:Labour for cutting branches for living trees in nearby river ditch, Cutting and removing felling trees | 17 | each | 1,247.96 ₹21,215.32 Lowest | 1,300 ₹22,100 |
Tender Value
₹2.5 L
EMD Value
₹6,337
Closing Date
18 May 2026, 3:00 pmClosed
Office of the Assistant Engineer, LID EW Section,
Office of the Assistant Engineer, LID EW Section, Madakkathara Grama Panchayat
PRNO 388 2025-26-Disaster management related urgent public work in madakkathara gp
2026_LSGD_849357_2
2/AE/LSGD/MDK/TENDER1
Open Tender
Civil Works - Roads
Item Rate
180 days
Office of the Assistant Engineer, LID EW Section
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,337
Yes
20 Jul 2026
8 May 2026
20 May 2026
8 May 2026
18 May 2026
8 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance | |||||
| 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 | - | cum | - | - |
| 1.002 | 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 | 1 | cum | - | - |
| 1.003 | OD528147/2025-2026:Filling with Quarry Muck.filling up low lying and water logged areas with local materials/quarry muck,spreading in layers,levelling the top at site and consolidation by ramming etc complete | - | cum | - | - |
| 1.004 | OD528150/2025-2026: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. (60.7.1 modified for Mord) | - | cum | - | - |
| 1.005 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | - | cum | - | - |
| 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. <br>(ii) Using Gravel mix soil. | - | 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) | - | cum | - | - |
| 1.008 | OD528552/2025-2026:Labour for cutting branches for living trees in nearby river ditch, Cutting and removing felling trees | - | each | - | - |
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