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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-AOC | L1 | Accepted-AOC Agreement executed | |
| 2 | L2₹3.6 L+₹2,706.22 (0.75%)Rejected-AOC | L2 | Rejected-AOC Rejected | |
| 3 | L2₹3.7 L+₹5,145.22 (1.43%)Rejected-Finance | L2 | Rejected-Finance Not least |
| Sl No | Description | Qty | Unit | T V UNNIKRISHNAN L1 | HAMSAKUTTY M L2 | M Valsan L3 |
|---|---|---|---|---|---|---|
| 1.00Road Renovation | ||||||
| 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 | 48.64 | cum | 48.23 ₹2,345.91 Lowest | 48.6 ₹2,363.9 | 48.92 ₹2,379.47 |
| 1.00 | OD424754/2025-2026: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. | 75.52 | cum | 3,670.87 ₹2,77,224.1 Lowest | 3,698.43 ₹2,79,305.43 | 3,723.28 ₹2,81,182.11 |
| 1.00 | 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) | 3.2 | cum | 8,430.38 ₹26,977.22 Lowest | 8,493.69 ₹27,179.81 | 8,550.76 ₹27,362.43 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.16 | tonne | 88,623.2 ₹14,179.71 Lowest | 89,288.77 ₹14,286.2 | 89,888.71 ₹14,382.19 |
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 48.64 | cum | 50.15 ₹2,439.3 Lowest | 50.53 ₹2,457.78 | 50.87 ₹2,474.32 |
| 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. | 64.51 | cum | 576.61 ₹37,198.26 Lowest | 580.94 ₹37,477.6 | 584.84 ₹37,729.2 |
Tender Value
₹3.8 L
EMD Value
₹9,529
Closing Date
27 Jan 2026, 3:00 pmClosed
Akhilesh K S
Assistant Engineer LID AND EW Section Pariyaram Grama Panchyath
Project No 186/25-26-Side Protection works to Vellavu School Vayal Road in Pariyaram GP Ch 0/105km to 0/169km
2026_LSGD_828077_30
AE/PGP/ETEN/03/25-26 dtd 15.01.2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Pariyaram
Please refer Tender documents.
10 documents required · 10 mandatory
₹840
Yes
₹9,529
Yes
21 May 2026
19 Jan 2026
29 Jan 2026
19 Jan 2026
27 Jan 2026
19 Jan 2026
Road Renovation
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
OD424754/2025-2026: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.
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)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
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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