| Name: | CA CONSTRUCTION, INC. |
| Jurisdiction: | New York |
| Legal type: | DOMESTIC BUSINESS CORPORATION |
| Status: | Active |
| Date of registration: | 06 Jun 2011 (14 years ago) |
| Entity Number: | 4103265 |
| ZIP code: | 11433 |
| County: | Queens |
| Place of Formation: | New York |
| Address: | 111-51 179TH STREET, JAMAICA, NY, United States, 11433 |
Shares Details
Shares issued 200
Share Par Value 0
Type NO PAR VALUE
| Name | Role | Address |
|---|---|---|
| CA CONSTRUCTION, INC. | DOS Process Agent | 111-51 179TH STREET, JAMAICA, NY, United States, 11433 |
| Name | Role | Address |
|---|---|---|
| ANNMARIE LOVE | Chief Executive Officer | 111-51 179TH STREET, JAMAICA, NY, United States, 11433 |
| Start date | End date | Type | Value |
|---|---|---|---|
| 2023-06-02 | 2023-06-02 | Address | 111-51 179TH STREET, JAMAICA, NY, 11433, USA (Type of address: Chief Executive Officer) |
| 2023-06-02 | 2023-06-02 | Address | 100 MILL PLAIN ROAD, DANBURY, CT, 06811, USA (Type of address: Chief Executive Officer) |
| 2022-12-05 | 2023-06-02 | Shares | Share type: NO PAR VALUE, Number of shares: 200, Par value: 0 |
| 2021-10-12 | 2022-12-05 | Shares | Share type: NO PAR VALUE, Number of shares: 200, Par value: 0 |
| 2018-01-02 | 2023-06-02 | Address | 80 STATE STREET, ALBANY, NY, 12207, USA (Type of address: Service of Process) |
| 2016-01-04 | 2023-06-02 | Address | 100 MILL PLAIN ROAD, DANBURY, CT, 06811, USA (Type of address: Chief Executive Officer) |
| 2011-06-06 | 2018-01-02 | Address | 111-51 179TH STREET, JAMAICA, NY, 11433, USA (Type of address: Service of Process) |
| 2011-06-06 | 2021-10-12 | Shares | Share type: NO PAR VALUE, Number of shares: 200, Par value: 0 |
| Filing Number | Date Filed | Type | Effective Date |
|---|---|---|---|
| 230602000900 | 2023-06-02 | BIENNIAL STATEMENT | 2023-06-01 |
| 220215004181 | 2022-02-15 | BIENNIAL STATEMENT | 2022-02-15 |
| 200102060129 | 2020-01-02 | BIENNIAL STATEMENT | 2019-06-01 |
| 180102007535 | 2018-01-02 | BIENNIAL STATEMENT | 2017-06-01 |
| 160104007335 | 2016-01-04 | BIENNIAL STATEMENT | 2015-06-01 |
| 110606000760 | 2011-06-06 | CERTIFICATE OF INCORPORATION | 2011-06-06 |
| Date | Inspection Object | Address | Grade | Type | Institution | Desctiption |
|---|---|---|---|---|---|---|
| 2015-10-04 | No data | 23 AVENUE, FROM STREET 100 STREET TO STREET 101 STREET | No data | Street Construction Inspections: Post-Audit | Department of Transportation | ATPO. I observed respondent failed to seal expansion joints in the sidewalk and curb. |
| 2014-11-20 | No data | 23 AVENUE, FROM STREET 100 STREET TO STREET 101 STREET | No data | Street Construction Inspections: CAR Re-Inspect | Department of Transportation | THIS CONDITION IS NOT REPAIRED. THE PERMITTEE IS ON A STOP/HOLD FOR FAILURE TO CORRECT DEFECT. AN NOV WAS ISSUED. |
| 2014-10-28 | No data | 23 AVENUE, FROM STREET 100 STREET TO STREET 101 STREET | No data | Street Construction Inspections: CAR Re-Inspect | Department of Transportation | Failed to seal expansion joints as per subsection |
| 2014-09-23 | No data | 23 AVENUE, FROM STREET 100 STREET TO STREET 101 STREET | No data | Street Construction Inspections: Post-Audit | Department of Transportation | expansion joint are not sealed |
| 2014-07-02 | No data | JUNCTION BOULEVARD, FROM STREET 37 AVENUE TO STREET 38 AVENUE | No data | Street Construction Inspections: Post-Audit | Department of Transportation | curb repaired |
| 2014-03-05 | No data | EAST 7 STREET, FROM STREET AVENUE S TO STREET AVENUE T | No data | Street Construction Inspections: Post-Audit | Department of Transportation | sw |
| 2013-12-07 | No data | JUNCTION BOULEVARD, FROM STREET 37 AVENUE TO STREET 38 AVENUE | No data | Street Construction Inspections: Post-Audit | Department of Transportation | Curb in good Condition. |
| 2013-05-30 | No data | JUNCTION BOULEVARD, FROM STREET 37 AVENUE TO STREET 38 AVENUE | No data | Street Construction Inspections: Post-Audit | Department of Transportation | Steel face curb |
| 2011-11-27 | No data | JUNCTION BOULEVARD, FROM STREET 37 AVENUE TO STREET 38 AVENUE | No data | Street Construction Inspections: Post-Audit | Department of Transportation | No data |
| Inspection Nr | Report ID | Date Opened | Site Address | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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| 346888696 | 0213600 | 2023-07-27 | 166 LOS ROBLES, AMHERST, NY, 14068 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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| Citation ID | 01001 |
| Citaton Type | Serious |
| Standard Cited | 19260501 B10 |
| Issuance Date | 2023-08-07 |
| Current Penalty | 1935.0 |
| Initial Penalty | 1935.0 |
| Final Order | 2023-08-30 |
| Nr Instances | 1 |
| Nr Exposed | 2 |
| Gravity | 1 |
| FTA Current Penalty | 0.0 |
| Citation text line | 29 CFR 1926.501(b)(10):Each employee engaged in roofing activities on low-slope roofs with unprotected sides and edges 6 feet or more above lower levels, was not protected from falling by guardrail systems, safety net systems, personal fall arrest systems, or a combination of warning line system and guardrail system, warning line system and safety net system, or warning line system and personal fall arrest system, or warning line system and safety monitoring system. Or, on roofs 50-feet (15.25 m) or less in width, each employee was not protected by use of a monitoring system. a) On or about 08/03/2023, at a residential roofing project located at 166 Los Robles in Amherst NY; employees were installing roofing material on a low-slope section of roof with a height of 14 feet at the front of the building. Employees were not utilizing fall protection. NO ABATEMENT DOCUMENTATION REQUIRED |
| Citation ID | 01002 |
| Citaton Type | Serious |
| Standard Cited | 19261053 B01 |
| Issuance Date | 2023-08-07 |
| Current Penalty | 1935.0 |
| Initial Penalty | 1935.0 |
| Final Order | 2023-08-30 |
| Nr Instances | 1 |
| Nr Exposed | 2 |
| Gravity | 1 |
| FTA Current Penalty | 0.0 |
| Citation text line | 29 CFR 1926.1053(b)(1): Where portable ladders were used for access to an upper landing surface and the ladder's length allows, the ladder side rails did not extend at least 3 feet (.9 m) above the upper landing surface being accessed. a) On or about 08/03/2023 at the roof area of the site, side rails of the extension ladder did not extended 3 feet above the upper landing surface being accessed. Employees were exposed to falls. NO ABATEMENT CERTIFICATION REQUIRED |
Date of last update: 27 Mar 2025
Sources: New York Secretary of State
