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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.2 L+₹363.53 (0.09%)Rejected-Finance | ₹4.2 L+₹363.53 (0.09%) | L2 | Rejected-Finance Second bidder. Kept in abeyance till the execution of agmnt by the First Bidder |
| 3 | L3₹4.4 L+₹21,533.03 (5.09%)Rejected-Finance | ₹4.4 L+₹21,533.03 (5.09%) | L3 | Rejected-Finance Third bidder. Kept in abeyance till the execution of agmnt by the First Bidder |
| 4 | L4₹4.6 L+₹37,759.75 (8.93%)Rejected-Finance | ₹4.6 L+₹37,759.75 (8.93%) | L4 | Rejected-Finance fourth bidder. Kept in abeyance till the execution of agmnt by the First Bidder |
| Sl No | Description | Qty | Unit | SATHEESH P B L3 | ALEX VILLY GEORGE L4 | ABDUL JALEEL A A L2 | WAYANAD MINING AND MARAMATH WORKERS (WORKSHOP) INDUSTRIAL CO OPERATIVE SOCIETY L1 |
|---|---|---|---|---|---|---|---|
| 1.00Road | |||||||
| 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. | 11.25 | cum | 69.27 ₹779.29 | 72 ₹810 | 65.97 ₹742.16 | 61 ₹686.25 Lowest |
| 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. | 39.75 | cum | 67.24 ₹2,672.79 | 70 ₹2,782.5 | 64.04 ₹2,545.59 | 63 ₹2,504.25 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. | 26.5 | cum | 2,435.79 ₹64,548.44 | 2,527 ₹66,965.5 | 2,319.8 ₹61,474.7 | 2,319 ₹61,453.5 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) | 39.75 | cum | 9,372.47 ₹3,72,555.68 | 9,729 ₹3,86,727.75 | 8,926.16 ₹3,54,814.86 | 8,920 ₹3,54,570 Lowest |
| 1.00 | OD414142/2025-2026:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed
foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701.
600 mm x 600 mm Rectangular | 1 | each | 4,002.83 ₹4,002.83 | 3,500 ₹3,500 Lowest | 3,812.22 ₹3,812.22 | 3,812 ₹3,812 |
Tender Value
₹4.2 L
EMD Value
₹10,585
Closing Date
27 Feb 2026, 5:00 pmClosed
Anagh TP
Ambalavayal GP
Annual Plan-2025-26 Pro no. 521/26 Concrete Work Pathekra Eeyyampara Road
2026_LSGD_837620_8
AE/ABL/TENDER/2025-26(8)
Open Tender
Civil Works - Roads
Item Rate
Ambalavayal
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,585
Yes
28 Apr 2026
19 Feb 2026
28 Feb 2026
19 Feb 2026
27 Feb 2026
19 Feb 2026
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.
3.15.2: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. <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)
OD414142/2025-2026:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. 600 mm x 600 mm Rectangular
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