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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-AOC | L1 | Accepted-AOC LOWEST QUOTED | |
| 2 | Rejected-Technical | - | Rejected-Technical highest quoted | |
| 3 | Rejected-Technical | - | Rejected-Technical highest quoted | |
| 4 | Rejected-Technical | - | Rejected-Technical highest quoted |
| Sl No | Description | Qty | Unit | ALLEN GEORGE PHILIP L2 | roy kuriakose L3 | shibu abraham L4 | SUNIL K . M ,Kunnel Constructions L1 |
|---|---|---|---|---|---|---|---|
| 1.00CONCRETE | |||||||
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 5.95 | cum | 9,410.89 ₹55,985.38 | 9,554 ₹56,836.75 | 9,554 ₹56,836.75 | 9,000 ₹53,541 Lowest |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits 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 | 6.71 | cum | 648.88 ₹4,352.69 Lowest | 658.5 ₹4,417.22 | 658.5 ₹4,417.22 | 658.77 ₹4,419.03 |
| 1.00 | OD547520/2025-2026:Filling up quarry Muc filling up low lying and water logged areas with local material /quarry
muc spreading in layer, | 1.03 | cum | 933.32 ₹963.19 Lowest | 947.5 ₹977.82 | 957.5 ₹988.14 | 947.54 ₹977.86 |
| 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) | 6.19 | cum | 9,420.29 ₹58,330.44 | 9,563.5 ₹59,217.19 | 9,563.5 ₹59,217.19 | 8,806 ₹54,526.75 Lowest |
| 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 | 10.51 | cum | 434.87 ₹4,572.22 Lowest | 441.5 ₹4,641.93 | 441.5 ₹4,641.93 | 441.5 ₹4,641.93 |
| 1.01 | OD547666/2025-2026:DRY Rubble Masonry- Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness ton lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of departmental officers at site | 18.99 | cum | 4,138.46 ₹78,576.94 Lowest | 4,201 ₹79,764.39 | 4,201 ₹79,764.39 | 4,201.49 ₹79,773.69 |
| 1.01 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 0.56 | cum | 9,371.77 ₹5,295.05 Lowest | 9,514 ₹5,375.41 | 9,514 ₹5,375.41 | 9,514.49 ₹5,375.69 |
Tender Value
₹2.1 L
EMD Value
₹5,281
Closing Date
10 Jun 2026, 10:00 amClosed
ASSISTANT ENGINEER
AE LSGD VIJAYAPURAM
Annual Plan VIJAYAPURAM G P P NO 53/26 27 Thoppil footpath rennovation WARD 18 General Civil Work
2026_LSGD_853196_1
02/AE/LID EW/VGP/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
AE LSGD VIJAYAPRAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹5,281
Yes
30 Jul 2026
3 Jun 2026
12 Jun 2026
3 Jun 2026
10 Jun 2026
3 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONCRETE | |||||
| 1.001 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.002 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits 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 | - | cum | - | - |
| 1.003 | OD547520/2025-2026:Filling up quarry Muc filling up low lying and water logged areas with local material /quarry
muc spreading in layer, | - | cum | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | 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 | 1 | cum | - | - |
| 1.006 | OD547666/2025-2026:DRY Rubble Masonry- Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness ton lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of departmental officers at site | 1 | cum | - | - |
| 1.007 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 1 | cum | - | - |
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