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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.4 LAccepted-AOC | 1 | Accepted-AOC LOW | |
| 2 | Rejected-Technical CHARTHAYI HOUSE VARAKKARA P O VALLACHIRA GP | THRISSUR | KERALA | 679105 | - | Rejected-Technical high | |
| 3 | Rejected-Technical | - | Rejected-Technical high |
| Sl No | Description | Qty | Unit | REJI T.A L2 | AJAYKUMAR K L1 | KRISHNANLAL C S L3 |
|---|---|---|---|---|---|---|
| 1.00CONCRETE ROAD | ||||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade 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. | 22.32 | cum | 62 ₹1,384.15 Lowest | 62 ₹1,384.15 Lowest | 63 ₹1,406.48 |
| 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. (ii) Using Gravel mix soil. | 8.93 | cum | 2,261 ₹20,190.73 | 2,250 ₹20,092.5 Lowest | 2,334 ₹20,842.62 |
| 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) | 16.92 | cum | 8,703 ₹1,47,254.76 | 8,600 ₹1,45,512 Lowest | 8,989 ₹1,52,093.88 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 13.16 | cum | 402 ₹5,290.32 | 400 ₹5,264 Lowest | 414 ₹5,448.24 |
| 1.00 | OD179130/2024-2025:RY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels excluding the cost and conveyance of rubble to complete as per direction of Departmental officers at site | 35.02 | cum | 3,994 ₹1,39,849.91 | 3,950 ₹1,38,309.25 | 3,910 ₹1,36,908.65 Lowest |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 3.52 | cum | 8,695 ₹30,649.88 Lowest | 8,750 ₹30,843.75 | 8,980 ₹31,654.5 |
| 1.01 | 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. | 3.29 | cum | 624 ₹2,052.96 | 600 ₹1,974 Lowest | 611 ₹2,010.19 |
Tender Value
₹3.7 L
EMD Value
₹9,321
Closing Date
27 Feb 2026, 11:00 amClosed
AE
AE
Concreting of Canal Bund Road ward 9
2026_LSGD_838103_8
06/AE/LSGD/VLA/25-26
Open Tender
Civil Works - Roads
Item Rate
VALLACHIRA
Please refer Tender documents.
10 documents required · 10 mandatory
₹825
Yes
₹9,321
Yes
18 Mar 2026
20 Feb 2026
2 Mar 2026
20 Feb 2026
27 Feb 2026
20 Feb 2026
CONCRETE ROAD
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade 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.
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. (ii) Using Gravel mix soil.
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)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
OD179130/2024-2025:RY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels excluding the cost and conveyance of rubble to complete as per direction of Departmental officers at site
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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.
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