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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.7 LAccepted-AOC | L1 | Accepted-AOC L1 ACCEPTED | |
| 2 | Rejected-Technical | - | Rejected-Technical L1 ACCEPTED | |
| 3 | Rejected-Technical | - | Rejected-Technical L1 ACCEPTED |
| Sl No | Description | Qty | Unit | K T RAVINDRAN NAIR L1 | Puliyilakalayil Construction L3 | NEDIYORAM CONSTRUCTION L2 |
|---|---|---|---|---|---|---|
| 1.00road concrete | ||||||
| 1.00 | OD294970/2025-2026:Surface dressing/earthcutting of the ground not exceeding 15cm deep in all kind of soil including removing vegetation and debris | 584.5 | sqm | 36.75 ₹21,480.38 Lowest | 44.65 ₹26,097.93 | 45.65 ₹26,682.43 |
| 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) | 91.72 | cum | 9,563.75 ₹8,77,234.97 Lowest | 9,975.8 ₹9,15,030.26 | 9,850.5 ₹9,03,537.11 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 10.6 | cum | 441.5 ₹4,679.9 Lowest | 460 ₹4,876 | 447.65 ₹4,745.09 |
| 1.00 | OD295018/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 35.02 | cum | 4,160.22 ₹1,45,690.9 Lowest | 4,575.25 ₹1,60,225.26 | 4,480 ₹1,56,889.6 |
| 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) | 0.55 | cum | 9,186.73 ₹5,052.7 Lowest | 9,550.65 ₹5,252.86 | 9,345.9 ₹5,140.25 |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders<br> 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. | 20.77 | cum | 650.34 ₹13,510.81 Lowest | 710.6 ₹14,762.72 | 705.25 ₹14,651.57 |
Tender Value
₹10.7 L
EMD Value
₹26,691
Closing Date
6 Oct 2025, 2:00 pmClosed
BIJIMOL P P
Office of the Assistant Engineer LID and EW Section Mulakkulam Grama Panchayat
annual Plan-MLKM GP PROJ NO.299/26-MUDIYATTUPADI LAKSHAM VEEDU JUNCTION ROAD-General Civil Work ROAD-General Civil Work
2025_LSGD_802620_9
4/AE/LSGD/MLKM/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
MULAKULAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹26,691
Yes
12 Nov 2025
27 Sept 2025
7 Oct 2025
27 Sept 2025
6 Oct 2025
27 Sept 2025
Amount
road concrete
OD294970/2025-2026:Surface dressing/earthcutting of the ground not exceeding 15cm deep in all kind of soil including removing vegetation and debris
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)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
OD295018/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
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)
3.14:Construction of Subgrade and Earthen Shoulders<br> 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.
NEDIYORAM CONSTRUCTION (BID ID -2374285)
Puliyilakalayil Construction (BID ID -2374237)
Bidder Name
K T RAVINDRAN NAIR
Puliyilakalayil Construction
NEDIYORAM CONSTRUCTION
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