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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC | ₹5.1 L | L1 | Accepted-AOC Accepted Vide Resolution No. 8/26 dtd. 26-02-2026 and agreement executed on 16-01-2025 |
| 2 | L2₹5.3 L+₹25,395.83 (5.00%)Rejected-AOC | ₹5.3 L+₹25,395.83 (5.00%) | L2 | Rejected-AOC Second bidder. Kept in abeyance till the execution of agmnt by the First Bidder |
| Sl No | Description | Qty | Unit | Rajesh.C.A L1 | K B SUDHAKARAN L2 |
|---|---|---|---|---|---|
| 1.00Side Protection | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 25.5 | cum | 66.85 ₹1,704.68 Lowest | 70.19 ₹1,789.85 |
| 1.00 | OD133538/2025-2026: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 | 63 | cum | 4,160.22 ₹2,62,093.86 Lowest | 4,368.23 ₹2,75,198.49 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.18 | tonne | 1,00,437.31 ₹18,279.59 Lowest | 1,05,459.18 ₹19,193.57 |
| 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) | 2.25 | cum | 9,554.21 ₹21,496.97 Lowest | 10,031.92 ₹22,571.82 |
| 1.00 | OD212314/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 65.8 | cum | 464.32 ₹30,552.26 Lowest | 487.54 ₹32,080.13 |
| 1.01 | 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. | 56.8 | cum | 2,484.07 ₹1,41,082.76 Lowest | 2,608.27 ₹1,48,136.69 |
| 2.00Re-Concreting | |||||
| 2.00 | 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) | 3.42 | cum | 9,563.75 ₹32,708.03 Lowest | 10,041.94 ₹34,343.43 |
Tender Value
₹5.1 L
EMD Value
₹12,698
Closing Date
19 Feb 2026, 4:00 pmClosed
Assistant Engineer
Assistant Engineer LID EW Wing Vellangallur GP
Annual Plan-2025-26-Vellangallur GP- Adappathazham Road -Ward 20-Project No.310/2025-26-General Civil Work
2026_LSGD_835638_1
08/AE/LIDEW/VGLR/25-26
Open Tender
Civil Works - Roads
Item Rate
240 days
Konathukunnu
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,698
Yes
4 Aug 2026
11 Feb 2026
23 Feb 2026
11 Feb 2026
19 Feb 2026
11 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side Protection | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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 | - | - |
| 1.002 | OD133538/2025-2026: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 | - | cum | - | - |
| 1.003 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | OD212314/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 1 | cum | - | - |
| 1.006 | 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. | - | cum | - | - |
| 2Re-Concreting | |||||
| 2.001 | 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) | 1 | cum | - | - |
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