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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAccepted-AOC | ₹7.5 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L6 |
| 5 | Rejected-Technical THOTTIYIL CHITHARI RAVANESHWARAM | KERALA | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | YUSUF ALI T K L4 | SANDYA.M L6 | SUKESH M L3 | AJAYAN PONNAN L2 | AJITHKUMAR.C L5 | M CHANDRAN L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD WIDENING @DRAINAGE | |||||||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 | 84.74 | cum | 48.19 ₹4,083.43 | 51 ₹4,321.54 | 47.55 ₹4,029.20 | 47 ₹3,982.59 | 51 ₹4,321.54 | 44.74 ₹3,791.09 |
| 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 | 10.3 | cum | 7,935.4 ₹81,710.81 | 8,468 ₹87,195 | 7,831.24 ₹80,638.28 | 7,790 ₹80,213.63 | 8,468 ₹87,195 | 7,367.19 ₹75,859.96 |
| 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) | 50.04 | cum | 7,755.04 ₹3.9 L | 8,275 ₹4.1 L | 7,653.25 ₹3.8 L | 7,613.5 ₹3.8 L | 8,275 ₹4.1 L | 7,199.75 ₹3.6 L |
| 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 | 8.7 | cum | 8,716.1 ₹75,830.07 | 9,400 ₹81,780 | 8,601.69 ₹74,834.70 | 8,556 ₹74,437.20 | 9,301 ₹80,918.70 | 8,091.99 ₹70,400.31 |
| 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) | 1.5 | cum | 8,098.73 ₹12,148.10 | 8,642 ₹12,963 | 7,992.43 ₹11,988.65 | 7,950 ₹11,925 | 8,642 ₹12,963 | 7,518.83 ₹11,278.25 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.43 | tonne | 88,542.33 ₹1.3 L | 94,485 ₹1.4 L | 87,380.16 ₹1.2 L | 86,927 ₹1.2 L | 94,485 ₹1.4 L | 82,202.36 ₹1.2 L |
| 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 | 34.65 | cum | 49.99 ₹1,732.15 | 53 ₹1,836.45 | 49.34 ₹1,709.63 | 49 ₹1,697.85 | 53 ₹1,836.45 | 46.41 ₹1,608.11 |
| 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. | 11.55 | cum | 2,190.99 ₹25,305.93 | 2,338 ₹27,003.90 | 2,162.23 ₹24,973.76 | 2,150 ₹24,832.50 | 2,338 ₹27,003.90 | 2,034.1 ₹23,493.86 |
| 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) | 11.55 | cum | 8,431.09 ₹97,379.09 | 8,997 ₹1.0 L | 8,320.43 ₹96,100.97 | 8,277 ₹95,599.35 | 8,997 ₹1.0 L | 7,827.4 ₹90,406.47 |
Tender Value
₹8.7 L
EMD Value
₹21,684
Closing Date
28 Feb 2026, 6:00 pmClosed
Sumisha K K
Office of the Assistant Engineer, LIDEW Section, Ajanur Grama Panchayat
210/26-PALLOT-PALLOT VAYAL ROAD CULVERT
2026_LSGD_837984_1
08/2025-26/AE/LSGD/AJR
Open Tender
Civil Works - Roads
Ajanur Gramapanchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,210
Yes
₹21,684
Yes
30 Mar 2026
21 Feb 2026
2 Mar 2026
21 Feb 2026
28 Feb 2026
21 Feb 2026
ROAD WIDENING @DRAINAGE
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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
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)
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
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)
11.8: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
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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