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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.8 L+₹23,049.51 (6.45%)Admitted-Fee/PreQual/Technical/Finance KASARAGOD | KASARAGOD | KASARAGOD | KERALA | 671315 | ₹3.8 L+₹23,049.51 (6.45%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ABOOBACKER SIDDIK S U L1 | HYDERALI M L2 |
|---|---|---|---|---|---|
| 1.00Road concrete | |||||
| 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. | 49.5 | cum | 54.58 ₹2,701.71 Lowest | 58.09 ₹2,875.46 |
| 1.00 | 4.11.1: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> (i) Using naturally occuring gravel | 12.38 | cum | 1,983.3 ₹24,543.34 Lowest | 2,111.13 ₹26,125.23 |
| 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) | 24.75 | cum | 7,607.87 ₹1,88,294.78 Lowest | 8,098.21 ₹2,00,430.7 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 4.95 | cum | 519.54 ₹2,571.72 Lowest | 553.02 ₹2,737.45 |
| 2.00DR wall | |||||
| 2.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 14.4 | cum | 55.87 ₹804.53 Lowest | 59.47 ₹856.37 |
| 2.00 | OD80311/2026-2027: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 | 38.4 | cum | 3,309.42 ₹1,27,081.73 Lowest | 3,522.71 ₹1,35,272.06 |
| 2.00 | 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) | 1 | cum | 7,307.95 ₹7,307.95 Lowest | 7,778.96 ₹7,778.96 |
| 3.00NAME BOARD | |||||
Tender Value
₹10,573
EMD Value
₹10,573
Closing Date
19 Aug 2026, 6:00 pmClosed
BLOCK DEVELOPMENT OFFICER
Manjeswaram P.O., Kasaragod, PIN-671323
MLASDF-2025-26-BHAGAVATHI NAGAR GATE THURUTHI MASJID ROAD -MEENJA GP
2026_CRD_864449_1
BDO/MJR/TR/07/2025-2026
Open Tender
Civil Works - Roads
Item Rate
180 days
MEENJA GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,573
Yes
21 Aug 2026
10 Aug 2026
21 Aug 2026
10 Aug 2026
19 Aug 2026
10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concrete | |||||
| 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. | - | cum | - | - |
| 1.002 | 4.11.1: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> (i) Using naturally occuring gravel | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | - | cum | - | - |
| 2DR wall | |||||
| 2.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | - | - |
| 2.002 | OD80311/2026-2027: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 | 1 | cum | - | - |
| 2.003 | 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 | - | - |
| 3NAME BOARD | |||||
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