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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-AOC | ₹1.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.7 L+₹8,002.91 (5.03%)Rejected-Finance | ₹1.7 L+₹8,002.91 (5.03%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.7 L+₹10,360.12 (6.51%)Rejected-Finance | ₹1.7 L+₹10,360.12 (6.51%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | SANTHOSH B L1 | AJITHKUMAR P L3 | S. S DEEPAK L2 |
|---|---|---|---|---|---|---|
| 1.00SIDE WALL | ||||||
| 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 | 3.85 | cum | 491.13 ₹1,890.85 Lowest | 500 ₹1,925 | 515.69 ₹1,985.41 |
| 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 | 7.62 | cum | 962.76 ₹7,339.12 Lowest | 1,000 ₹7,623 | 1,010.9 ₹7,706.09 |
| 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. | 17.7 | cum | 6,999.94 ₹1,23,912.94 Lowest | 7,500 ₹1,32,765 | 7,349.94 ₹1,30,108.64 |
| 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) | 0.6 | cum | 9,766.53 ₹5,908.75 Lowest | 9,800 ₹5,929 | 10,254.86 ₹6,204.19 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.03 | tonne | 1,02,669.25 ₹3,080.08 Lowest | 1,05,000 ₹3,150 | 1,07,802.71 ₹3,234.08 |
| 1.01 | OD303039/2025-2026: 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 by ramming | 14.28 | cum | 623.69 ₹8,908.16 Lowest | 650 ₹9,283.95 | 654.87 ₹9,353.51 |
| 1.01 | OD401041/2025-2026:Dry rubble masonry using departmental material, without concrete levelling course, 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 | 3.08 | cum | 1,827.25 ₹5,627.93 Lowest | 1,900 ₹5,852 | 1,918.61 ₹5,909.32 |
| 1.01 | OD303038/2025-2026:Supplying and fixing information board 75 x 60 cm using G I Pipes as post and MS sheet surrounded by MS angles including painting lettering and fixing in position as per direction of engineer in charge | 1 | each | 2,500 ₹2,500 Lowest | 3,000 ₹3,000 | 2,669.5 ₹2,669.5 |
Tender Value
₹1.6 L
EMD Value
₹3,980
Closing Date
17 Feb 2026, 5:00 pmClosed
Assistant Engineer
LIDEW Section Kuttichal Grama Panchayat
262/26-ARUKIL THACHANCODE ROAD SIDR WALL AND DRINAGE CONSTRUCTION IN KUTTICHAL GP
2026_LSGD_834737_1
T5/2026/AE/LIDEW/KTCL
Open Tender
Civil Works - Roads
Item Rate
120 days
Kuttichal GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹3,980
Yes
6 Aug 2026
9 Feb 2026
19 Feb 2026
9 Feb 2026
17 Feb 2026
9 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SIDE WALL | |||||
| 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 | - | 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 | - | 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 | 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 | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.006 | OD303039/2025-2026: 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 by ramming | 1 | cum | - | - |
| 1.007 | OD401041/2025-2026:Dry rubble masonry using departmental material, without concrete levelling course, 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 | - | cum | - | - |
| 1.008 | OD303038/2025-2026:Supplying and fixing information board 75 x 60 cm using G I Pipes as post and MS sheet surrounded by MS angles including painting lettering and fixing in position as per direction of engineer in charge | - | each | - | - |
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