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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC RAYAROM PO 670571 | RAYAROM | KANNUR | KERALA | 670571 | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.8 L+₹2,353.46 (0.63%)Rejected-AOC NELLIPARA PO 670571 | KANNUR | KERALA | 670571 | L2 | Rejected-AOC L2 | |
| 3 | L3₹3.9 L+₹17,339.96 (4.61%)Rejected-Finance SAJI SEBASTIAN PO 670571 | KANNUR | KERALA | 670571 | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | RAJU T S L1 | MAHESH L2 | SAJI SEBASTIAN L3 |
|---|---|---|---|---|---|---|
| 1.00CONCRETE ROAD | ||||||
| 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 | 41.58 | cum | 45.36 ₹1,886.07 Lowest | 45.4 ₹1,887.73 | 47.45 ₹1,972.97 |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 16.75 | cum | 549.21 ₹9,198.17 Lowest | 549.81 ₹9,208.22 | 574.54 ₹9,622.4 |
| 1.00 | 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 | 41.58 | cum | 47.16 ₹1,960.91 Lowest | 47.21 ₹1,962.99 | 49.34 ₹2,051.56 |
| 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. | 51.3 | cum | 56.93 ₹2,920.51 Lowest | 56.99 ₹2,923.59 | 59.56 ₹3,055.43 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 5.55 | cum | 2,777.66 ₹15,416.01 Lowest | 2,780.77 ₹15,433.27 | 2,905.77 ₹16,127.02 |
| 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) | 43.42 | cum | 7,935.36 ₹3,44,593.01 Lowest | 7,988.77 ₹3,46,912.34 | 8,301.33 ₹3,60,485.26 |
Tender Value
₹4.2 L
EMD Value
₹10,573
Closing Date
9 Feb 2026, 3:00 pmClosed
Assistant Engineer
LID EW CGP
Retender - Annual Plan-CHAPPARAPADAVU GP - ATHIRUKUNNU VALAVU VANNAMOTTA ROAD CONCRETING-PRO NO- 92/2025-26
2026_LSGD_832606_1
AE/LSGD/TDR-3/2025-26 dt-02/02/26
Open Tender
Civil Works - Roads
Item Rate
Chapparapadavu GP
Please refer Tender documents.
3 documents required · 3 mandatory
₹935
Yes
₹10,573
Yes
16 Apr 2026
2 Feb 2026
11 Feb 2026
2 Feb 2026
9 Feb 2026
2 Feb 2026
CONCRETE ROAD
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
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
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
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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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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