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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.8 L+₹50,010.49 (9.51%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹5.8 L+₹58,997.73 (11.2%)Rejected-AOC | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | shamsu.k.k L3 | shiyas L2 | shamsu nk L1 |
|---|---|---|---|---|---|---|
| 1.00Interlocking tile work | ||||||
| 1.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 23.77 | cum | 258 ₹6,133.95 | 250 ₹5,943.75 | 44.7 ₹1,062.74 Lowest |
| 1.00 | 2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means | 2.5 | cum | 300 ₹750 Lowest | 300 ₹750 Lowest | 696.09 ₹1,740.23 |
| 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 | 24.88 | cum | 3,300 ₹82,087.5 | 3,270 ₹81,341.25 Lowest | 3,334.85 ₹82,954.39 |
| 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. | 24.88 | cum | 3,700 ₹92,037.5 | 3,655 ₹90,918.13 | 3,282.57 ₹81,653.93 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. | 245.43 | sqm | 1,230 ₹3,01,883.82 | 1,206 ₹2,95,993.4 | 1,083.34 ₹2,65,888.47 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) | 8.25 | cum | 8,900 ₹73,425 | 8,800 ₹72,600 | 7,962.84 ₹65,693.43 Lowest |
| 1.01 | 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. | 3 | cum | 7,400 ₹22,200 | 7,328 ₹21,984 | 6,580.6 ₹19,741.8 Lowest |
| 1.01 | OD17394/2025-2026:Engaging man Mazdoor for removing vegetation and accumulated earth, clearing spouts etc complete | 7 | each | 900 ₹6,300 Lowest | 900 ₹6,300 Lowest | 1,012.15 ₹7,085.05 |
Tender Value
₹5.9 L
EMD Value
₹14,639
Closing Date
3 Sept 2025, 11:00 amClosed
Assistant Executive Engineer
PWD Roads Subdivision Ernakulam
estimate is prepared for providing interlocking tile for the entire length of the road and provision of irish drain as per the request from the local residents.Items included in the estimate are earth work GSB PCC,M40 interlockng tile
2025_PWD_789620_1
PWD/RB/TR/7611/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
90 days
Ernakulam
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,295
₹14,639
Yes
26 Sept 2025
22 Aug 2025
8 Sept 2025
22 Aug 2025
3 Sept 2025
22 Aug 2025
Amount
Interlocking tile work
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means
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
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.
55.22: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.
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)
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.
OD17394/2025-2026:Engaging man Mazdoor for removing vegetation and accumulated earth, clearing spouts etc complete
shiyas (BID ID -2309042)
shamsu.k.k (BID ID -2308991)
Bidder Name
shamsu.k.k
shiyas
shamsu nk
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