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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAccepted-AOC | ₹8.1 L | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | shamsu nk L1 |
|---|---|---|---|---|
| 1.00MLA SDF | ||||
| 1.00 | 3.7:Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. | 60.71 | cum | 64.6 ₹3,922.06 |
| 1.00 | 3.17: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 table 300-2. | 20.75 | cum | 89.38 ₹1,854.64 |
| 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 | 35.27 | cum | 3,591.09 ₹1.3 L |
| 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. | 35.27 | cum | 3,534.79 ₹1.2 L |
| 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. | 356.75 | sqm | 1,166.58 ₹4.2 L |
| 1.01 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | 2.52 | cum | 8,508.74 ₹21,407.99 |
| 1.01 | 12.7.B:Random Rubble Masonry (coursed/uncoursed ) Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. | 7.2 | cum | 9,358.14 ₹67,378.61 |
| 1.01 | 15.9:Construction of dry rubble flooring at cross drainage works for relatively less important works. | 4.32 | cum | 4,966.78 ₹21,456.49 |
| 1.01 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | 1.57 | cum | 8,917.66 ₹14,045.31 |
Tender Value
₹8.4 L
EMD Value
₹21,010
Closing Date
12 Nov 2025, 2:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER PWD ROADS SUBDIVISION
Assistant Executive Engineer PWD roads subdivision Ernakulam
provision for M40 tile for 73.5 m length is proposed
2025_PWD_819968_1
PWD/RB/TR/9605/2025_5_1_1/1
Open Tender
Civil Works - Roads
Ernakulam
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,855
Yes
₹21,010
Yes
18 Feb 2026
7 Nov 2025
14 Nov 2025
7 Nov 2025
12 Nov 2025
7 Nov 2025
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