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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAccepted-AOC | ₹8.1 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹8.1 LRejected-AOC MUDIYAKKAL BEKAL PO KASARAGOD | ₹8.1 L | L2 | Rejected-AOC REJECTED |
| 3 | L3₹8.9 LRejected-AOC | ₹8.9 L | L3 | Rejected-AOC REJECTED |
| Sl No | Description | Qty | Unit | k a abdulla L2 | C M ABDUL RAHIMAN L3 | ABDUL LATHIEF M A L1 |
|---|---|---|---|---|---|---|
| 1.00Road Concrete | ||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 30.25 | cum | 310 ₹9,377.50 | 345.64 ₹10,455.61 | 316.15 ₹9,563.54 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 6.05 | cum | 6,600 ₹39,930 | 7,047.1 ₹42,634.96 | 6,445.87 ₹38,997.51 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 16.5 | cum | 6,300 ₹1.0 L | 6,886.93 ₹1.1 L | 6,299.36 ₹1.0 L |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1.38 | cum | 6,600 ₹9,075 | 7,192.15 ₹9,889.21 | 6,578.54 ₹9,045.49 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 9.07 | cum | 7,000 ₹63,525 | 7,740.41 ₹70,244.22 | 7,080.03 ₹64,251.27 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.82 | tonne | 71,700 ₹58,578.90 | 78,630.81 ₹64,241.37 | 71,922.34 ₹58,760.55 |
| 1.01 | 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 | 14.97 | cum | 40 ₹598.96 | 44.4 ₹664.85 | 40.61 ₹608.09 |
| 1.01 | 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. | 78.75 | cum | 48 ₹3,780 | 53.71 ₹4,229.66 | 49.13 ₹3,868.99 |
| 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. (ii) Using Gravel mix soil. | 36.7 | cum | 1,694 ₹62,178.27 | 1,945.73 ₹71,418.02 | 1,779.72 ₹65,324.62 |
Tender Value
₹10.7 L
EMD Value
₹26,679
Closing Date
21 Feb 2026, 6:00 pmClosed
Asst. Engineer
LID EW Section Uduma G.P
P.NO -387/26 Concreting Of Palathera Pattathanam Link Road-Ward 11
2026_LSGD_836014_5
07/AE/LID and EW/UP/2025-26
Open Tender
Civil Works - Roads
180 days
Uduma G.P
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹26,679
Yes
23 Apr 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
21 Feb 2026
13 Feb 2026
Road Concrete
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
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
3.15.2: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. (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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