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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC | ₹6.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹7.5 L+₹69,962.36 (10.4%)Rejected-AOC | ₹7.5 L+₹69,962.36 (10.4%) | L2 | Rejected-AOC L2 |
| 3 | L3₹7.7 L+₹90,038.41 (13.3%)Rejected-AOC | ₹7.7 L+₹90,038.41 (13.3%) | L3 | Rejected-AOC L3 |
| 4 | L4₹7.7 L+₹93,028.10 (13.8%)Rejected-AOC | ₹7.7 L+₹93,028.10 (13.8%) | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | ELDHO O M L4 | AFKAR T ABDUL RAHIMAN L1 | HASSAN PH L2 | P.Thomas Joy L3 |
|---|---|---|---|---|---|---|---|
| 1.001. ROAD WORK | |||||||
| 1.00 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | 8.64 | cum | 63.14 ₹545.53 | 55.5 ₹479.52 Lowest | 61.25 ₹529.2 | 62 ₹535.68 |
| 1.00 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br> | 374.4 | sqm | 6.16 ₹2,306.3 | 5.41 ₹2,025.5 Lowest | 5.97 ₹2,235.17 | 6 ₹2,246.4 |
| 1.00 | 4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method | 5.76 | cum | 3,713.64 ₹21,390.57 | 3,264.29 ₹18,802.31 Lowest | 3,602.23 ₹20,748.84 | 3,700 ₹21,312 |
| 1.00 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 55.19 | cum | 3,655.42 ₹2,01,724.35 | 3,213.11 ₹1,77,315.48 Lowest | 3,545.76 ₹1,95,672.77 | 3,650 ₹2,01,425.25 |
| 1.00 | 55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | 367.9 | sqm | 1,206.39 ₹4,43,830.88 | 1,060.42 ₹3,90,128.52 Lowest | 1,170.2 ₹4,30,516.58 | 1,200 ₹4,41,480 |
| 1.01 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | 10.8 | cum | 8,799.11 ₹95,030.39 | 7,734.42 ₹83,531.74 Lowest | 8,535.14 ₹92,179.51 | 8,790 ₹94,932 |
| 1.01 | OD273278/2025-2026:Providing and fixing name board for MLA SDF work not less than an area of 1sq.m including engraving the name of work and other details | 1 | each | 3,993 ₹3,993 | 3,509.85 ₹3,509.85 Lowest | 3,873.21 ₹3,873.21 | 3,900 ₹3,900 |
Tender Value
₹7.7 L
EMD Value
₹19,221
Closing Date
5 Mar 2026, 3:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer PWD Roads subdivision Ernakulam
provision of interlocking tiles
2026_PWD_840959_1
PWD/RB/TR/559/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Wise
ERNAKULAM
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,695
Yes
₹19,221
Yes
30 Jul 2026
26 Feb 2026
7 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 11. ROAD WORK | |||||
| 1.001 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | - | cum | - | - |
| 1.002 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br> | 1 | sqm | - | - |
| 1.003 | 4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method | 1 | cum | - | - |
| 1.004 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | - | cum | - | - |
| 1.005 | 55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | 1 | sqm | - | - |
| 1.006 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | - | cum | - | - |
| 1.007 | OD273278/2025-2026:Providing and fixing name board for MLA SDF work not less than an area of 1sq.m including engraving the name of work and other details | - | each | - | - |
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