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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.2 CrAccepted-AOC | ₹10.2 Cr | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹11.1 CrRejected-AOC | ₹11.1 Cr | L2 | Rejected-AOC L2 rejected |
| 3 | L3₹11.7 CrRejected-Finance 17 437 MARYSADAN BUILDING NEELEESWARAM P O KALADY ERNAKULAM KERALA INDIA 683574 | KALADY | ERNAKULAM | KERALA | 683574 | ₹11.7 Cr | L3 | Rejected-Finance L3 REJECTED |
| Sl No | Description | Qty | Unit | MARYSADAN PROJECTS PVT LTD L3 | manu j nair L1 | ALEN JOSE L2 |
|---|---|---|---|---|---|---|
| 1.00APPENDIX A -Road work, R/W ,Drain works and Culverts | ||||||
| 1.00 | OD101437/2025-2026:3.6-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 | 11,077 | cum | 58.5 ₹6.5 L | 50 ₹5.5 L | 50 ₹5.5 L |
| 1.00 | OD101467/2025-2026:3.15-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 | 20,132 | sqm | 6.85 ₹1.4 L | 6 ₹1.2 L | 6 ₹1.2 L |
| 1.00 | OD101472/2025-2026:4.1.B.1-Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 3,240.75 | cum | 3,940.78 ₹1.3 Cr | 4,000 ₹1.3 Cr | 3,950 ₹1.3 Cr |
| 1.00 | OD101478/2025-2026:4.12-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. | 5,025.49 | cum | 4,047.72 ₹2.0 Cr | 4,000 ₹2.0 Cr | 3,950 ₹2.0 Cr |
| 1.00 | OD101484/2025-2026:5.1.a-Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 33,262.44 | sqm | 69.39 ₹23.1 L | 60 ₹20.0 L | 65 ₹21.6 L |
| 1.01 | OD101489/2025-2026:5.2.b-Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom. | 66,524.88 | sqm | 16.13 ₹10.7 L | 14 ₹9.3 L | 20 ₹13.3 L |
| 1.01 | OD101517/2025-2026:5.3.2.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) | 1,658.38 | cum | 9,987.98 ₹1.7 Cr | 10,500 ₹1.7 Cr | 10,300 ₹1.7 Cr |
| 1.01 | OD101524/2025-2026:5.6.2.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) | 862.83 | cum | 13,631.56 ₹1.2 Cr | 15,000 ₹1.3 Cr | 14,800 ₹1.3 Cr |
| 1.01 | OD101557/2025-2026:55.24-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) | 135 | cum | 13,332.47 ₹18.0 L | 15,000 ₹20.3 L | 14,800 ₹20.0 L |
Tender Value
₹9.8 Cr
EMD Value
₹2 L
Closing Date
16 Aug 2025, 4:00 pmClosed
Superintending Engineer
O/o Superintending Engineer PWD Roads Central Circle,Aluva
Earthwork excavation , GSB, WMM, Primer coat, tack coat , renewal of surface with BM and BC, DR R/W, CC R/W, Construction of Culverts,Rock blasting, Parapets, Cautionary,
2025_PWD_781506_1
PWD/RB/TR/98136/2021_5_2_2/1
Open Tender
Civil Works - Roads
365 days
MurikkasseryRajapuram
Please refer Tender documents.
14 documents required · 14 mandatory
₹13,010
Yes
₹2 L
Yes
8 Jan 2026
1 Aug 2025
19 Aug 2025
1 Aug 2025
16 Aug 2025
1 Aug 2025
1 Aug 2025 - 16 Aug 2025
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