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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.6 LAccepted-AOC | 1 | Accepted-AOC LOWEST | |
| 2 | 2₹1.7 L+₹8,412.09 (5.30%)Rejected-Finance | 2 | Rejected-Finance HIGH | |
| 3 | Rejected-Technical LID EW SECTION AREEKODE | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | VIMAL RAJU L2 | MUJEEB RAHMAN L1 | MUHAMMEDALI PALAPPETTA PUTHANPALLIYALI L3 |
|---|---|---|---|---|---|---|
| 1.00Road side Protection | ||||||
| 1.00 | OD511278/2025-2026:OD from 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 | 14 | cum | 281.54 ₹3,941.56 | 258.17 ₹3,614.38 Lowest | 281.16 ₹3,936.24 |
| 1.00 | OD507715/2025-2026:
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. complete as per direction of Departmental officers at site | 24.64 | cum | 3,125.39 ₹77,009.61 | 2,865.93 ₹70,616.52 Lowest | 3,121.19 ₹76,906.12 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 1.01 | cum | 7,427.7 ₹7,524.26 | 6,811.07 ₹6,899.61 Lowest | 7,417.71 ₹7,514.14 |
| 2.00Irish | ||||||
| 2.00 | OD511285/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 15.5 | 1 sqm | 25.92 ₹401.76 | 25.31 ₹392.31 Lowest | 27.57 ₹427.34 |
| 2.00 | OD508143/2025-2026:OD:- 4.1.A.1 - Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Plate Vibrator to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 1.55 | cum | 2,330.5 ₹3,612.28 | 2,276.18 ₹3,528.08 Lowest | 2,478.91 ₹3,842.31 |
| 2.00 | OD508148/2025-2026:Modified 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) | 2.33 | cum | 6,486.16 ₹15,080.32 | 6,334.97 ₹14,728.81 Lowest | 6,899.2 ₹16,040.64 |
| 3.00Road Concrete-Damaged portion | ||||||
| 3.00 | 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. | 7.2 | cum | 11.22 ₹80.78 | 11.11 ₹79.99 Lowest | 12.1 ₹87.12 |
Tender Value
₹2.1 L
EMD Value
₹5,295
Closing Date
17 Mar 2026, 3:00 pmClosed
AE LIDEW EDAVANNA GP
LSGD SECTION EDAVANNA GP
Annual Plan-2025-26 Edavanna GP, Project no- 494/26 Pothilad mamboyil road renovation-in ward 21-General Civil Work
2026_LSGD_843519_14
TN7/25-26
Open Tender
Civil Works - Roads
Item Rate
EDAVANNA
Please refer Tender documents.
4 documents required · 4 mandatory
₹555
₹5,295
8 Jun 2026
6 Mar 2026
19 Mar 2026
6 Mar 2026
17 Mar 2026
6 Mar 2026
Road side Protection
OD511278/2025-2026:OD from 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
OD507715/2025-2026: 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. complete as per direction of Departmental officers at site
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
Irish
OD511285/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
OD508143/2025-2026:OD:- 4.1.A.1 - Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Plate Vibrator to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
OD508148/2025-2026:Modified 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)
Road Concrete-Damaged portion
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.
OD507769/2025-2026:OD:- 4.1.A.1 - Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Plate Vibrator to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
OD507771/2025-2026:Modified 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)
OD507782/2025-2026:Providing and fixing Name board with polished marblestone of size800X600MM including letter cost and convayance and labourharge etc complete
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