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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹83.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | NISHAD EM L3 | DINISH P S L2 | shamsu nk L4 | DON V JOSE L1 |
|---|---|---|---|---|---|---|---|
| 1.00Road Work | |||||||
| 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. | 74 | cum | 3,655.42 ₹2,70,501.08 | 3,838.19 ₹2,84,026.06 | 3,655.42 ₹2,70,501.08 | 3,200 ₹2,36,800 Lowest |
| 1.00 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 15,150 | sqm | 12.28 ₹1,86,042 Lowest | 12.89 ₹1,95,283.5 | 12.28 ₹1,86,042 Lowest | 15 ₹2,27,250 |
| 1.00 | 5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size) | 378.75 | cum | 10,000 ₹37,87,500 | 9,476.59 ₹35,89,258.46 | 10,000 ₹37,87,500 | 9,000 ₹34,08,750 Lowest |
| 1.00 | 5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size) | 128.25 | cum | 15,000 ₹19,23,750 | 14,962.56 ₹19,18,948.32 | 16,000 ₹20,52,000 | 13,800 ₹17,69,850 Lowest |
| 1.00 | 55.24:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (NRMB) @ 5.4 percent of mix and filler, transporting the hotmix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause NO. 507 complete in all respects (using 7% shredded plastic) Grading - II (13.2 mm nominal size) | 99 | cum | 15,000 ₹14,85,000 | 14,513.51 ₹14,36,837.49 | 16,000 ₹15,84,000 | 13,800 ₹13,66,200 Lowest |
| 1.01 | 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. | 740 | sqm | 1,250 ₹9,25,000 | 1,242.58 ₹9,19,509.2 | 1,300 ₹9,62,000 | 1,190 ₹8,80,600 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) | 6.47 | cum | 8,867.31 ₹57,415.83 | 8,423.94 ₹54,545.01 | 8,867.31 ₹57,415.83 | 7,828.47 ₹50,689.34 Lowest |
| 1.01 | 2.4.3.D: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 Dismantling Brick / Tile work - Dry brick pitching or brick soling | 74 | cum | 425.04 ₹31,452.96 | 403.79 ₹29,880.46 Lowest | 425.04 ₹31,452.96 | 500 ₹37,000 |
| 1.01 | 55.25:Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete | 22.2 | cum | 3,204.85 ₹71,147.67 | 3,044.61 ₹67,590.34 | 3,204.85 ₹71,147.67 | 300 ₹6,660 Lowest |
Tender Value
₹84.7 L
EMD Value
₹50,000
Closing Date
8 Sept 2025, 2:00 pmClosed
Executive Engineer, PWD Roads division
Office of the Executive Engineer, PWD Roads division, Kakkanad, Trikkakara. P.O
GENERAL Budget work 2025 26 20 percetage Upgradation with BM and BC NGO Quarters Desiyamukk Marymatha School Road in Thrikkakkara LAC in Ernakulam District Budget work 2025 26 Upgradation with BM and BC from Ch.000 to Ch.1 250 of NGO Quarters D
2025_PWD_791346_1
PWD/RB/TR/3264/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Kakkanadu
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
23 Oct 2025
26 Aug 2025
10 Sept 2025
26 Aug 2025
8 Sept 2025
26 Aug 2025
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