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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.5 LAccepted-AOC | ₹15.5 L | L1 | Accepted-AOC Lowest quoated bidder |
| 2 | Rejected-Technical | - | - | Rejected-Technical Lowest tender accept |
| 3 | Rejected-Technical PARAYIL CHUNAKKARA NADUVIL | - | - | Rejected-Technical Lowest tender accept |
| 4 | Rejected-Technical | - | - | Rejected-Technical Lowest tender accept |
| 5 | Rejected-Technical | - | - | Rejected-Technical Lowest tender accept |
| Sl No | Description | Qty | Unit | ABDUL JABBAR L2 | SHANAVAS PARAYIL L1 | A S Anandan L5 | SYAM SANKER L4 | ABDUL SHUKKOR A L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road concrete &R/Wall Costruction | ||||||||
| 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 | 16.2 | cum | 403.49 ₹6,536.54 | 352.75 ₹5,714.55 Lowest | 434 ₹7,030.8 | 422 ₹6,836.4 | 419.92 ₹6,802.7 |
| 1.00 | OD269472/2024-2025:Bailing out water with 5hp engine and pump set including conveyance to site and erection ,cost of fuel ,lubrication oil and other stores, pay of staff etc | 11 | hour | 398.8 ₹4,386.8 | 348.65 ₹3,835.15 Lowest | 428 ₹4,708 | 417 ₹4,587 | 415.04 ₹4,565.44 |
| 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 | 61.89 | cum | 790.95 ₹48,951.9 | 691.5 ₹42,796.94 Lowest | 851 ₹52,668.39 | 828 ₹51,244.92 | 823.16 ₹50,945.37 |
| 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. | 135.45 | cum | 5,750.76 ₹7,78,940.44 | 5,027.63 ₹6,80,992.48 Lowest | 6,196 ₹8,39,248.2 | 6,025 ₹8,16,086.25 | 5,984.95 ₹8,10,661.48 |
| 1.00 | OD265059/2024-2025:DRY RUBBLE MASONRY with department materials hard stone, including in foundation and superstructure including packing to compactness to lines and levels, labour charges etc. complete as per approved drawing and relevant technical specifications. | 11.34 | cum | 3,294.72 ₹37,362.12 | 2,880.43 ₹32,664.08 Lowest | 3,550 ₹40,257 | 3,452 ₹39,145.68 | 3,428.89 ₹38,883.61 |
| 1.01 | 11.6.3.2:Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.III. Random Rubble Masonry (ii) In cement mortar 1:4 | 9 | cum | 7,866.89 ₹70,802.01 | 6,877.68 ₹61,899.12 Lowest | 8,477 ₹76,293 | 8,242 ₹74,178 | 8,187.26 ₹73,685.34 |
| 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) | 1.61 | cum | 8,023.63 ₹12,942.12 | 7,014.7 ₹11,314.71 Lowest | 8,646 ₹13,946 | 8,407 ₹13,560.49 | 8,350.38 ₹13,469.16 |
| 1.01 | OD261801/2024-2025: Cod1742630/2022_2023 :Construction of Subgrade and Earthen Shoulders - Construction
of sub grade and earthen shoulders with approved materials material obtained from borrow pits with all lifts and leads, transporting to site, spreading grading to required slope and compacted to meet requirement with lead up to 1000 mas per Technical Specification Clause303.1 (With Roller) JP | 219.12 | cum | 813.98 ₹1,78,359.3 | 711.62 ₹1,55,930.17 Lowest | 876 ₹1,91,949.12 | 852 ₹1,86,690.24 | 847.12 ₹1,85,620.93 |
| 1.01 | OD32337/2026-2027:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place
method normal. Construction of granular sub-base by providing local material spreading in
uniform layers with motor grader on prepared surface, mixing by mix in place method with
rotavator at once and compacting with smooth wheel roller to achieve the desired density
complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix
soil. | 79.36 | cum | 1,456.25 ₹1,15,568 | 1,273.13 ₹1,01,035.6 Lowest | 1,569 ₹1,24,515.84 | 1,734 ₹1,37,610.24 | 1,515.55 ₹1,20,274.05 |
Tender Value
₹21.1 L
EMD Value
₹50,000
Closing Date
29 Jun 2026, 6:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer LID and EW Sub Division Bharanickavu Block Panchayath Charummoodu, 690505
SC Corpus Fund- SC CORPUS FUND 2025-2026 BKV BP Vanji thekkemukku - Surendra vilasam Kaithavalavu Road Concreting and Retaining wall Construction Ward No.11-Nooranad GP.-General Civil Work
2026_LSGD_856779_3
1/AEE/BBP/Corpus/26-27
Open Tender
Civil Works - Roads
Item Rate
Charumood
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
2 Sept 2026
20 Jun 2026
1 Jul 2026
20 Jun 2026
29 Jun 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concrete &R/Wall Costruction | |||||
| 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 | OD269472/2024-2025:Bailing out water with 5hp engine and pump set including conveyance to site and erection ,cost of fuel ,lubrication oil and other stores, pay of staff etc | - | hour | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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. | 1 | cum | - | - |
| 1.005 | OD265059/2024-2025:DRY RUBBLE MASONRY with department materials hard stone, including in foundation and superstructure including packing to compactness to lines and levels, labour charges etc. complete as per approved drawing and relevant technical specifications. | 1 | cum | - | - |
| 1.006 | 11.6.3.2:Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.III. Random Rubble Masonry (ii) In cement mortar 1:4 | - | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | OD261801/2024-2025: Cod1742630/2022_2023 :Construction of Subgrade and Earthen Shoulders - Construction
of sub grade and earthen shoulders with approved materials material obtained from borrow pits with all lifts and leads, transporting to site, spreading grading to required slope and compacted to meet requirement with lead up to 1000 mas per Technical Specification Clause303.1 (With Roller) JP | - | cum | - | - |
| 1.009 | OD32337/2026-2027:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place
method normal. Construction of granular sub-base by providing local material spreading in
uniform layers with motor grader on prepared surface, mixing by mix in place method with
rotavator at once and compacting with smooth wheel roller to achieve the desired density
complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix
soil. | 1 | cum | - | - |
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