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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.2 LAccepted-AOC | ₹15.2 L | L1 | Accepted-AOC Accepted Vide Resolution No.1V(2) dtd.24-01-2026 of Athirampuzha GP |
| Sl No | Description | Qty | Unit | V T MATHEW L1 |
|---|---|---|---|---|
| 1.00ROAD MAINTENANCE | ||||
| 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 | 16.5 | cum | 939.95 ₹15,509.18 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. | 49.5 | cum | 6,834.07 ₹3,38,286.47 Lowest |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 2.85 | cum | 9,867.26 ₹28,121.69 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.23 | tonne | 1,00,236.45 ₹22,853.91 Lowest |
| 1.00 | OD98941/2025-2026:Preparation of Foundation for Embankment - Scarifying Existing road Surface to a Depth of 150 mm and compacting the aggregates obtained from scarification with power roller as per direction of departmental officers at site | 1,142.5 | sqm | 7.78 ₹8,888.65 Lowest |
| 1.01 | 3.19.1.B:Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (B) Mechanical Means | 390 | metre | 34.94 ₹13,626.6 Lowest |
| 1.01 | 3.4: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 to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 82.71 | cum | 657.45 ₹54,379.66 Lowest |
| 1.01 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 16 | cum | 55.63 ₹890.08 Lowest |
| 1.01 | OD120668/2025-2026:Interlocking Concrete Block Pavement.
Providing and laying of interlocking concrete block pavements having thickness 80mm as per drawing and Technical Specification Clause 1504 | 120 | sqm | 1,131.91 ₹1,35,829.2 Lowest |
Tender Value
₹15.2 L
EMD Value
₹38,090
Closing Date
23 Feb 2026, 6:00 pmClosed
ARJUN V S
Office of the Assistant Engineer,ATHIRAMPUZHA GP
CMLRRP-CMLRRP 2.0 2024-25 ETTUMANOOR LAC Sl No 3772-Retarring of THACHILETT ROAD, Athirampuzha GP, Kottayam dist.-General Civil Work
2025_LSGD_784324_9
ET/04/AE/LIDEW/ATPA/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
ATHIRAMPUZHA GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1
Yes
₹38,090
Yes
17 Sept 2026
16 Feb 2026
25 Feb 2026
16 Feb 2026
23 Feb 2026
16 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD MAINTENANCE | |||||
| 1.001 | 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 | 16.5 | cum | - | - |
| 1.002 | 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. | 49.5 | cum | - | - |
| 1.003 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 2.85 | cum | - | - |
| 1.004 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.23 | tonne | - | - |
| 1.005 | OD98941/2025-2026:Preparation of Foundation for Embankment - Scarifying Existing road Surface to a Depth of 150 mm and compacting the aggregates obtained from scarification with power roller as per direction of departmental officers at site | 1,142.5 | sqm | - | - |
| 1.006 | 3.19.1.B:Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (B) Mechanical Means | 390 | metre | - | - |
| 1.007 | 3.4: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 to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 82.71 | cum | - | - |
| 1.008 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 16 | cum | - | - |
| 1.009 | OD120668/2025-2026:Interlocking Concrete Block Pavement.
Providing and laying of interlocking concrete block pavements having thickness 80mm as per drawing and Technical Specification Clause 1504 | 120 | sqm | - | - |
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