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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹8.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹9.1 L+₹19,400.90 (2.17%)Admitted-Fee/PreQual/Technical/Finance | ₹9.1 L+₹19,400.90 (2.17%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹9.1 L+₹21,369.49 (2.40%)Admitted-Fee/PreQual/Technical/Finance | ₹9.1 L+₹21,369.49 (2.40%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹9.7 L+₹79,677.41 (8.93%)Admitted-Fee/PreQual/Technical/Finance | ₹9.7 L+₹79,677.41 (8.93%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-SBD not uploaded |
| Sl No | Description | Qty | Unit | ASHIF K.A L3 | sachil.m.s L4 | vinu sivadas L2 | AFKAR T ABDUL RAHIMAN L1 |
|---|---|---|---|---|---|---|---|
| 1.00Road work | |||||||
| 1.00 | OD22927/2026-2027:Supplying and filling quarry muck for rectifying the slushy berms including conveyance of all materials, labor charges for spreading in line and level with all leads and lifts involved etc. complete as directed by the departmental officers at site | 78.75 | cum | 1,023.3 ₹80,584.88 | 1,088.67 ₹85,732.76 | 1,000 ₹78,750 | 999.4 ₹78,702.75 Lowest |
| 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 | 47.25 | cum | 3,490.8 ₹1,64,940.3 | 3,713.64 ₹1,75,469.49 | 3,300 ₹1,55,925 Lowest | 3,409.12 ₹1,61,080.92 |
| 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. | 31.5 | cum | 3,436.1 ₹1,08,237.15 | 3,655.42 ₹1,15,145.73 | 3,400 ₹1,07,100 | 3,355.68 ₹1,05,703.92 Lowest |
| 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. | 315 | sqm | 1,134 ₹3,57,210 | 1,206.39 ₹3,80,012.85 | 1,171.5 ₹3,69,022.5 | 1,107.47 ₹3,48,853.05 Lowest |
| 1.00 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 2.92 | cum | 6,888.4 ₹20,148.57 | 7,328.06 ₹21,434.58 | 7,000 ₹20,475 | 6,727.16 ₹19,676.94 Lowest |
| 1.01 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) | 8.95 | cum | 8,335.3 ₹74,559.26 | 8,867.31 ₹79,318.09 | 7,600 ₹67,982 Lowest | 8,140.19 ₹72,814 |
| 1.01 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br> | 2.55 | cum | 8,668.7 ₹22,079.18 | 9,221.99 ₹23,488.41 | 8,500 ₹21,649.5 | 8,465.79 ₹21,562.37 Lowest |
| 1.01 | 8.15:Supplying and installation of delineator (Roadway indicators) posts 80- 100cm high above ground level, pained black, and white in 15 cm wide strips, fitted with min. 80 x 100 mm rectangular or 75 mm dia circular retro reflectorized panels at the top with minimum visibility of 300m with provisions to prevent edge lifting and vandalisam, and conforming to clause 806 , IRC-79 and the drawings including fixing to ground (The deleniator shall be of approved type as per specification) | 110 | each | 644.14 ₹70,855.4 | 685.26 ₹75,378.6 | 680 ₹74,800 | 629.07 ₹69,197.7 Lowest |
| 1.01 | OD22926/2026-2027:Man mazdoor engaged for cleaning the site etc complete | 10 | each | 1,059.7 ₹10,597 | 1,127.36 ₹11,273.6 | 1,127.36 ₹11,273.6 | 1,034.92 ₹10,349.2 Lowest |
Tender Value
₹9.7 L
EMD Value
₹24,292
Closing Date
19 Aug 2026, 3:00 pmClosed
Assistant Executive Engineer
O/o Assistant Executive Engineer, North Paravur
Estimate prepared for construction of the road over a length of 67 m of Aiswarya Nagar Road and Aiswarya Nagar second road is of 38 m length of 3 m width Estimate includes raising low lying area with quarry muck GSB WMM providing M40 tile PCC M20
2026_PWD_864614_1
PWD/RB/5412/2026-2027
Open Tender
Civil Works - Roads
Item Rate
180 days
North paravur
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,145
₹24,292
Yes
24 Aug 2026
7 Aug 2026
21 Aug 2026
7 Aug 2026
19 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road work | |||||
| 1.001 | OD22927/2026-2027:Supplying and filling quarry muck for rectifying the slushy berms including conveyance of all materials, labor charges for spreading in line and level with all leads and lifts involved etc. complete as directed by the departmental officers at site | - | cum | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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. | - | sqm | - | - |
| 1.005 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 1 | cum | - | - |
| 1.006 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) | - | cum | - | - |
| 1.007 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br> | - | cum | - | - |
| 1.008 | 8.15:Supplying and installation of delineator (Roadway indicators) posts 80- 100cm high above ground level, pained black, and white in 15 cm wide strips, fitted with min. 80 x 100 mm rectangular or 75 mm dia circular retro reflectorized panels at the top with minimum visibility of 300m with provisions to prevent edge lifting and vandalisam, and conforming to clause 806 , IRC-79 and the drawings including fixing to ground (The deleniator shall be of approved type as per specification) | - | each | - | - |
| 1.009 | OD22926/2026-2027:Man mazdoor engaged for cleaning the site etc complete | - | each | - | - |
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