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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.2 LAccepted-Finance | ₹21.2 L | L1 | Accepted-Finance L1 |
| 2 | L2₹20.7 L−₹44,213.48 (2.09%)Accepted-Finance | ₹20.7 L−₹44,213.48 (2.09%) | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | MOULANA ABDUL KALAM AZAD L2 | SHOUKATHALI V M L1 |
|---|---|---|---|---|---|
| 1.00ROAD CONSTRUCTION | |||||
| 1.00 | OD454612/2025-2026:Construction of Subgrade and Earthen Shoulders (AMBALAPPUZHA)
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. | 556 | cum | 1,406 ₹7,81,736 Lowest | 1,406 ₹7,81,736 Lowest |
| 1.00 | 4.11.2: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. <br>(ii) Using Gravel mix soil. | 100 | cum | 2,484 ₹2,48,400 | 2,480 ₹2,48,000 Lowest |
| 1.00 | OD454611/2025-2026:Name board | 1 | each | 3,000 ₹3,000 Lowest | 3,000 ₹3,000 Lowest |
| 2.00RETAINING WALL | |||||
| 2.00 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 53.62 | cum | 941 ₹50,461.13 | 940 ₹50,407.5 Lowest |
| 2.00 | OD454614/2025-2026:Bailing out water Using 5HP Pump- 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
complete | 40 | hour | 474 ₹18,960 Lowest | 474 ₹18,960 Lowest |
| 2.00 | 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. | 124.08 | cum | 6,847 ₹8,49,582.61 | 6,550 ₹8,12,730.55 Lowest |
| 2.00 | 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 | 14.75 | cum | 9,367 ₹1,38,163.25 | 8,900 ₹1,31,275 Lowest |
| 2.00 | OD475524/2025-2026: Construction of Subgrade and Earthen Shoulders (new 2017-18 for Ambalappuzha Taluk)
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. | 19.54 | cum | 1,391 ₹27,175.97 | 1,390 ₹27,156.43 Lowest |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
29 Jun 2026, 9:00 amClosed
Executive Engineer
O/o Executive Engineer Alapuzha DP
Re Tender LAC ADS 2023 24 Sri P P Chitharanjan Hon M L A Vadayattussery Kayaloram Road in Mannancherry GP Ward 6 New Road Formation general civil work
2026_LSGD_855957_34
JP/JUN/RE/LIDEW/ALPY/26-27
Open Tender
Civil Works - Buildings
Item Rate
ALAPPUZHA DP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
18 Sept 2026
17 Jun 2026
29 Jun 2026
17 Jun 2026
29 Jun 2026
17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONSTRUCTION | |||||
| 1.001 | OD454612/2025-2026:Construction of Subgrade and Earthen Shoulders (AMBALAPPUZHA)
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. | - | cum | - | - |
| 1.002 | 4.11.2: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. <br>(ii) Using Gravel mix soil. | - | cum | - | - |
| 1.003 | OD454611/2025-2026:Name board | - | each | - | - |
| 2RETAINING WALL | |||||
| 2.001 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | - | cum | - | - |
| 2.002 | OD454614/2025-2026:Bailing out water Using 5HP Pump- 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
complete | - | hour | - | - |
| 2.003 | 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. | 0.4 | cum | - | - |
| 2.004 | 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 | - | - |
| 2.005 | OD475524/2025-2026: Construction of Subgrade and Earthen Shoulders (new 2017-18 for Ambalappuzha Taluk)
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. | 1 | cum | - | - |
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