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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.5 L+₹5,050.94 (0.60%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | SALY PAUL KANNANTHANAM L1 | PAULKANNANTHANAM L2 |
|---|---|---|---|---|---|
| 1.00Road improvements | |||||
| 1.00 | 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. | 3,263.1 | cum | 65.97 ₹2,15,266.71 Lowest | 66.97 ₹2,18,529.81 |
| 1.00 | OD397803/2025-2026:DRY RUBBLE MASONRY with hard stone,excludig Through/Bond stone in foundation and
superstructure including packing to compactness to lines and levels, cost and conveyance of all
materials labour charges etc. complete as per approved drawing and relevant technical
specifications. | 78 | cum | 5,770.74 ₹4,50,117.72 Lowest | 5,778 ₹4,50,684 |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 2.99 | cum | 8,880.19 ₹26,551.77 Lowest | 8,980.19 ₹26,850.77 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.09 | tonne | 93,741.49 ₹8,811.7 Lowest | 93,741.49 ₹8,811.7 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. | 9.3 | cum | 2,319.8 ₹21,574.14 Lowest | 2,419 ₹22,496.7 |
| 1.01 | 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) | 13.95 | cum | 8,926.15 ₹1,24,519.79 Lowest | 8,926.15 ₹1,24,519.79 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,171
Closing Date
12 Feb 2026, 6:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer LID and EW Section Kottiyoor GP
Annual Plan-Kottiyoor G P 279/25-26-improvements to nelliyodi 39 th mile road-General Civil Work
2026_LSGD_833740_7
AE/LSGD/KTR/ETN/05/2025-26
Open Tender
Civil Works - Roads
Item Rate
120 days
KOTTIYOOR GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,171
Yes
7 May 2026
5 Feb 2026
14 Feb 2026
5 Feb 2026
12 Feb 2026
5 Feb 2026
Road improvements
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.
OD397803/2025-2026:DRY RUBBLE MASONRY with hard stone,excludig Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (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
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)
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