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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC SAJI SEBASTIAN PO 670571 | KANNUR | KERALA | 670571 | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.0 L+₹51,708 (14.7%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SAJI SEBASTIAN L1 | MALABAR LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD L2 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||
| 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. | 94.05 | cum | 53.03 ₹4,987.47 Lowest | 60.84 ₹5,722 |
| 1.00 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method 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. (ii) For Grading II Material | 7.68 | cum | 2,624.87 ₹20,159 Lowest | 2,968.25 ₹22,796.16 |
| 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) | 42.75 | cum | 7,390.86 ₹3,15,959.27 Lowest | 8,459 ₹3,61,622.25 |
| 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 | 13.5 | cum | 42.24 ₹570.24 Lowest | 141 ₹1,903.5 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 18 | cum | 505 ₹9,090 Lowest | 579.41 ₹10,429.38 |
Tender Value
₹4.2 L
EMD Value
₹10,591
Closing Date
19 Aug 2025, 6:00 pmClosed
Athira S Nayanar
Office of the Assistant Engineer, LID EW Section, Chapparapadavu Grama Panchayat
CGP- 139/2025-26 Concrete work of Vanjiyil Chaithanya Nagar Parakkadavu Road at Chapparapadavu GP
2025_LSGD_781852_10
TENDER2025-26/AE/LID/EW//CGP
Open Tender
Civil Works - Roads
Item Rate
180 days
LID EW Section Chapparapadavu Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,591
Yes
2 May 2026
8 Aug 2025
21 Aug 2025
8 Aug 2025
19 Aug 2025
8 Aug 2025
Amount
ROAD CONCRETE
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.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method 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. (ii) For Grading II 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)
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
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
MALABAR LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD (BID ID -2294435)
Bidder Name
SAJI SEBASTIAN
MALABAR LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD
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