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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAdmitted-Fee/PreQual/Technical/Finance THAVANOOR OMASSERY KOZHIKODE | KOZHIKODE | KOZHIKODE | KERALA | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.4 L+₹2,809.25 (0.52%)Admitted-Fee/PreQual/Technical/Finance KIZHIPARAMBA MALAPPURAM PIN 673639 | MALAPPURAM | MALAPPURAM | KERALA | 673639 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹5.6 L+₹22,856.39 (4.26%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹6.1 L+₹69,674.04 (13.0%)Admitted-Fee/PreQual/Technical/Finance PARAPPURATH POYIL HOUSE MALAYAMMA PO NIT KOZHIKODE | KOZHIKODE | KOZHIKODE | KERALA | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹6.3 L+₹96,184.37 (17.9%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | P.P Ibrahim L4 | ABDUL AZEEZ L3 | OMASSERY LABOUR CONTRACT SOCIETY L6 | VIJAYAN V K L1 | JASID M E L2 | ASRAF A L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD | |||||||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 137.16 | cum | 58 ₹7,955.28 | 49.04 ₹6,726.33 | 57.86 ₹7,936.08 | 14 ₹1,920.24 Lowest | 47.27 ₹6,483.55 | 55.5 ₹7,612.38 |
| 1.00 | OD199894/2026-2027: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 | 30.78 | cum | 840 ₹25,855.2 | 734.63 ₹22,611.91 | 866.85 ₹26,681.64 | 800 ₹24,624 | 708.3 ₹21,801.47 Lowest | 831 ₹25,578.18 |
| 1.00 | 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. | 34.29 | cum | 1,920 ₹65,836.8 | 1,776.42 ₹60,913.44 | 2,096.07 ₹71,874.24 | 2,200 ₹75,438 | 1,712.7 ₹58,728.48 Lowest | 2,009.4 ₹68,902.33 |
| 1.00 | 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) | 68.58 | cum | 7,380 ₹5,06,120.4 | 6,834.33 ₹4,68,698.35 | 8,064.15 ₹5,53,039.41 | 6,330 ₹4,34,111.4 Lowest | 6,589.23 ₹4,51,889.39 | 7,730.9 ₹5,30,185.12 |
Tender Value
₹7.2 L
EMD Value
₹17,961
Closing Date
26 Sept 2026, 6:00 pmClosed
ASSISTANT ENGINEER
OMASSERY GP
CIVIL WORK
2026_LSGD_871300_14
ETENDER 02/ 2026- 27 AE/ LI/D EW/ OMY
Open Tender
Civil Works - Roads
Item Rate
180 days
OMASSERY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,585
Yes
₹17,961
Yes
29 Sept 2026
19 Sept 2026
29 Sept 2026
19 Sept 2026
26 Sept 2026
19 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD | |||||
| 1.001 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 137.16 | cum | - | - |
| 1.002 | OD199894/2026-2027: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 | 30.78 | cum | - | - |
| 1.003 | 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. | 34.29 | cum | - | - |
| 1.004 | 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) | 68.58 | cum | - | - |
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