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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.4 LAccepted-AOC | ₹6.4 L | 1 | Accepted-AOC AEE/LIDEW-DIV/MPM/050/26-27 |
| 2 | Rejected-Technical KONDOTTY PO KONDOTTY PIN 673638 | KONDOTTY | KONDOTTY | KERALA | 673638 | - | - | Rejected-Technical L4 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical 673645 | MALAPPURAM | KERALA | 673645 | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | salim L3 | ABDUL JABBAR KP L4 | ABDURAHIMAN K L2 | MPB L5 | Jameela L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00ROAD RENOVATION | ||||||||
| 1.00 | OD453152/2025-2026:OD from 2.6.1 -Earth work in excavation by mechanical means (Hydraulic excavator)/manual
means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)
including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be
levelled and neatly dressed.
All classes of Soil | 157.93 | cum | 220 ₹34,745.26 | 229.02 ₹36,169.82 | 217.5 ₹34,350.43 | 234 ₹36,956.32 | 185.88 ₹29,356.59 Lowest |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 5.9 | cum | 8,000 ₹47,232 | 7,680.98 ₹45,348.51 | 7,294.5 ₹43,066.73 | 7,854 ₹46,370.02 | 6,234.08 ₹36,806.01 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 | 17.71 | cum | 8,500 ₹1,50,552 | 8,436.65 ₹1,49,429.94 | 8,012.2 ₹1,41,912.09 | 8,626 ₹1,52,783.71 | 6,847.4 ₹1,21,281.15 Lowest |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 24.75 | cum | 9,000 ₹2,22,786 | 8,923.35 ₹2,20,888.61 | 8,474.4 ₹2,09,775.3 | 9,125 ₹2,25,880.25 | 7,242.43 ₹1,79,279.11 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 3.82 | tonne | 85,000 ₹3,24,870 | 85,703.53 ₹3,27,558.89 | 81,391.6 ₹3,11,078.7 | 87,640 ₹3,34,960.08 | 69,559.16 ₹2,65,855.11 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 | 122.69 | cum | 30 ₹3,680.79 Lowest | 48.73 ₹5,978.83 | 46.3 ₹5,680.69 | 50 ₹6,134.65 | 39.55 ₹4,852.51 |
| 1.01 | OD453174/2025-2026:MODIFIED 60.6. PVC WEEP HOLES-Providing weep holes using 50mm dia. PVC pipes working pressure 4kg/sq.cm including cost of materilas, conveyance, labour charges etc. complete. | 25 | metre | 70 ₹1,750 | 69.87 ₹1,746.75 | 66.4 ₹1,660 | 71 ₹1,775 | 56.71 ₹1,417.75 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,182
Closing Date
14 Aug 2026, 6:55 pmClosed
ASSISTANT EXECUTIVE ENGINEER
Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505
Annual Plan-Malappuram DP (2025-26), Project No 1380-26 -Renovation of Cheruth purayi SC Nagar road at Vazhakkad-General Civil Work (Retender)
2026_LSGD_864432_7
DB1/TN/AEE/12/26-27
Open Tender
Civil Works - Roads
Item Rate
240 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,870
₹21,182
Yes
14 Sept 2026
7 Aug 2026
17 Aug 2026
7 Aug 2026
14 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD RENOVATION | |||||
| 1.001 | OD453152/2025-2026:OD from 2.6.1 -Earth work in excavation by mechanical means (Hydraulic excavator)/manual
means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)
including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be
levelled and neatly dressed.
All classes of Soil | 0.2 | cum | - | - |
| 1.002 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | - | 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 | 1 | cum | - | - |
| 1.004 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | - | 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 | 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 | 0.2 | cum | - | - |
| 1.007 | OD453174/2025-2026:MODIFIED 60.6. PVC WEEP HOLES-Providing weep holes using 50mm dia. PVC pipes working pressure 4kg/sq.cm including cost of materilas, conveyance, labour charges etc. complete. | - | metre | - | - |
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