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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.8 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹1.9 L+₹8,470.60 (4.76%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | 3₹2.1 L+₹33,882.37 (19.0%)Rejected-AOC | 3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | LAL D L2 | ASHARAF A L3 | SREEKUMARAN NAIR S L1 |
|---|---|---|---|---|---|---|
| 1.00MAINTENANCE AND SIDE PROTECTION WORK OF THACHANCODU KARAKKANTHODU ROAD | ||||||
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | 4.05 | cum | 432.19 ₹1,750.37 | 491.13 ₹1,989.08 | 412.55 ₹1,670.83 Lowest |
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 8.6 | cum | 847.22 ₹7,286.09 | 962.76 ₹8,279.74 | 808.72 ₹6,954.99 Lowest |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 20.46 | cum | 6,168.77 ₹1,26,231.54 | 6,999.94 ₹1,43,239.77 | 5,879.95 ₹1,20,321.42 Lowest |
| 1.00 | OD375256/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without
concrete levelling course using departmental rubble including packing to compactness
to lines and levels, labour charges etc. complete as per direction of Departmental
officers at site | 3.24 | cum | 1,552.19 ₹5,029.1 | 1,827.1 ₹5,919.8 | 1,534.76 ₹4,972.62 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.08 | tonne | 90,348.94 ₹7,227.92 | 1,02,669.25 ₹8,213.54 | 86,242.17 ₹6,899.37 Lowest |
| 1.01 | 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) | 3.9 | cum | 8,594.54 ₹33,518.71 | 9,766.53 ₹38,089.47 | 8,203.89 ₹31,995.17 Lowest |
| 1.01 | OD375265/2025-2026::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 | 9.67 | cum | 548.84 ₹5,309.48 | 623.69 ₹6,033.58 | 523.9 ₹5,068.21 Lowest |
Tender Value
₹2.1 L
EMD Value
₹5,294
Closing Date
9 Mar 2026, 6:00 pmClosed
Assistant Engineer
Office of Assistant Engineer LSGD Section Tholicode
Annual Plan-THOLICODU GP 347/2025-26- MAINTENANCE AND SIDE PROTECTION W O R K O F T H A C H A N C O D E KARAYKKAMTHODU ROAD-General Civil Work
2026_LSGD_841786_6
AE/LIDEW/TLKD/2025-26/ET6
Open Tender
Civil Works - Roads
Item Rate
180 days
Tholicode
See Bid Documents
8 documents required · 8 mandatory
₹555
₹5,294
13 Jul 2026
2 Mar 2026
11 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1MAINTENANCE AND SIDE PROTECTION WORK OF THACHANCODU KARAKKANTHODU ROAD | |||||
| 1.001 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | 1 | cum | - | - |
| 1.002 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 1 | cum | - | - |
| 1.003 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | - | cum | - | - |
| 1.004 | OD375256/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without
concrete levelling course using departmental rubble including packing to compactness
to lines and levels, labour charges etc. complete as per direction of Departmental
officers at site | - | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
| 1.006 | 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) | - | cum | - | - |
| 1.007 | OD375265/2025-2026::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 | 1 | cum | - | - |
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