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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.8 LAccepted-AOC | ₹8.8 L | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹8.9 L+₹13,324 (1.52%)Rejected-AOC | ₹8.9 L+₹13,324 (1.52%) | L2 | Rejected-AOC Rejected |
| 3 | L3₹9.2 L+₹45,348.78 (5.16%)Rejected-Finance EZHOME | ₹9.2 L+₹45,348.78 (5.16%) | L3 | Rejected-Finance Not least |
| 4 | L4₹9.6 L+₹81,846.09 (9.31%)Rejected-Finance | ₹9.6 L+₹81,846.09 (9.31%) | L4 | Rejected-Finance Not least |
| 5 | L5₹9.6 L+₹85,404.97 (9.71%)Rejected-Finance | ₹9.6 L+₹85,404.97 (9.71%) | L5 | Rejected-Finance Not least |
| Sl No | Description | Qty | Unit | T V UNNIKRISHNAN L4 | RANJITH MV L3 | KUNHIMOIDEEN.K L2 | M Valsan L5 | HAMSAKUTTY M L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Drainage and side protection work | ||||||||
| 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 | 20.16 | cum | 48.23 ₹972.32 | 46.4 ₹935.42 | 44.8 ₹903.17 | 48.41 ₹975.95 | 44.13 ₹889.66 Lowest |
| 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. | 106.5 | cum | 60.54 ₹6,447.51 | 58.24 ₹6,202.56 | 56.23 ₹5,988.5 | 60.77 ₹6,472.01 | 55.4 ₹5,900.1 Lowest |
| 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. | 42.6 | cum | 2,193.14 ₹93,427.76 | 2,109.86 ₹89,880.04 | 2,036.78 ₹86,766.83 | 2,201.26 ₹93,773.68 | 2,006.63 ₹85,482.44 Lowest |
| 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) | 63.9 | cum | 8,438.79 ₹5,39,238.68 | 8,118.34 ₹5,18,761.93 | 7,837.14 ₹5,00,793.25 | 8,470.03 ₹5,41,234.92 | 7,721.13 ₹4,93,380.21 Lowest |
| 1.00 | OD425520/2025-2026: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 (Data bsed on DAR 60.7.1) | 71.29 | cum | 3,670.87 ₹2,61,688.98 | 3,531.47 ₹2,51,751.43 | 3,409.16 ₹2,43,032.2 | 3,684.46 ₹2,62,657.78 | 3,356.58 ₹2,39,283.88 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) | 4.27 | cum | 8,430.38 ₹35,964 | 8,110.25 ₹34,598.33 | 7,829.35 ₹33,400.01 | 8,461.59 ₹36,097.14 | 7,713.43 ₹32,905.49 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.21 | tonne | 88,623.2 ₹18,965.36 | 85,257.89 ₹18,245.19 | 82,305.03 ₹17,613.28 | 88,951.3 ₹19,035.58 | 81,086.39 ₹17,352.49 Lowest |
| 1.01 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting 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 | 20.16 | cum | 50.15 ₹1,011.02 | 48.25 ₹972.72 | 46.58 ₹939.05 | 50.34 ₹1,014.85 | 45.89 ₹925.14 Lowest |
| 1.01 | OD426248/2025-2026:Supplying and fitting name board of size 75cm x 45cm made with GI plain sheets 1.25mm thickn (class IIII) fitted with 35 x 35x 4mm MS angle 2 Nos horizontally and 3 nos vertically to make a frame for strengthening the GI sheet fitted 2 Nos 32mm GI pipe vertically 90cm above from ground level and fixing in cement concrete 1:2:4 30cm x 30cm 30cm including cost and conveyance of all materials all labour charges fabricating etc complete. | 1 | 1 nos | 3,404.88 ₹3,404.88 | 3,275.58 ₹3,275.58 | 3,162.13 ₹3,162.13 | 3,417.48 ₹3,417.48 | 3,155.01 ₹3,155.01 Lowest |
Tender Value
₹10.2 L
EMD Value
₹25,416
Closing Date
27 Jan 2026, 3:00 pmClosed
Akhilesh K S
Assistant Engineer LID AND EW Section Pariyaram Grama Panchyath
Project No 189/25-26-Concrete works to Thalora Koovachil road Ch. 0/000km to 0/142km in Pariyaram GP
2026_LSGD_828077_32
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
₹2,760
Yes
₹25,416
Yes
21 May 2026
19 Jan 2026
29 Jan 2026
19 Jan 2026
27 Jan 2026
19 Jan 2026
Drainage and side protection work
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
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.
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.
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)
OD425520/2025-2026: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 (Data bsed on DAR 60.7.1)
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 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
OD426248/2025-2026:Supplying and fitting name board of size 75cm x 45cm made with GI plain sheets 1.25mm thickn (class IIII) fitted with 35 x 35x 4mm MS angle 2 Nos horizontally and 3 nos vertically to make a frame for strengthening the GI sheet fitted 2 Nos 32mm GI pipe vertically 90cm above from ground level and fixing in cement concrete 1:2:4 30cm x 30cm 30cm including cost and conveyance of all materials all labour charges fabricating etc complete.
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