Entity Name: | ROMI MASONRY CONSTRUCTION LLC |
Jurisdiction: | Connecticut |
Legal type: | LLC |
Citizenship: | Domestic |
Status: | Active |
Sub status: | Annual report past due |
Date Formed: | 04 Jun 2007 |
Business ALEI: | 0901554 |
Annual report due: | 31 Mar 2025 |
Business address: | 50 SUNSET PASS, WILTON, CT, 06897, United States |
Mailing address: | 50 SUNSET PASS, WILTON, CT, United States, 06897 |
ZIP code: | 06897 |
County: | Fairfield |
Place of Formation: | CONNECTICUT |
E-Mail: | romi@rmcmasons.com |
NAICS
238140 Masonry ContractorsThis industry comprises establishments primarily engaged in masonry work, stone setting, bricklaying, and other stone work. The work performed may include new work, additions, alterations, maintenance, and repairs. Learn more at the U.S. Census Bureau
Name | Role | Business address | Phone | Residence address | |
---|---|---|---|---|---|
ROMI LESKA | Officer | 50 SUNSET PASS, WILTON, CT, 06897, United States | +1 203-982-8518 | romi@rmcmasons.com | 50 SUNSET PASS, WILTON, CT, 06897, United States |
Name | Role | Business address | Mailing address | Phone | Residence address | |
---|---|---|---|---|---|---|
ROMI LESKA | Agent | 50 SUNSET PASS, WILTON, CT, 06897, United States | 50 SUNSET PASS, WILTON, CT, 06897, United States | +1 203-982-8518 | romi@rmcmasons.com | 50 SUNSET PASS, WILTON, CT, 06897, United States |
Credential | Credential type | Status | Status reason | Issue date | Effective date | Expiration date |
---|---|---|---|---|---|---|
HIC.0616881 | HOME IMPROVEMENT CONTRACTOR | ACTIVE | CURRENT | 2007-06-07 | 2024-04-01 | 2025-03-31 |
Filing number | Filing date | Effective date | Filing category | Filing type | Report year |
---|---|---|---|---|---|
BF-0011283080 | 2024-03-11 | - | Annual Report | Annual Report | - |
BF-0012150115 | 2024-03-11 | - | Annual Report | Annual Report | - |
BF-0010309941 | 2022-03-02 | - | Annual Report | Annual Report | 2022 |
0007261792 | 2021-03-26 | - | Annual Report | Annual Report | 2021 |
0006885378 | 2020-04-16 | - | Annual Report | Annual Report | 2020 |
0006592494 | 2019-07-03 | - | Annual Report | Annual Report | 2016 |
0006592495 | 2019-07-03 | - | Annual Report | Annual Report | 2017 |
0006592498 | 2019-07-03 | - | Annual Report | Annual Report | 2019 |
0006592491 | 2019-07-03 | - | Annual Report | Annual Report | 2013 |
0006592490 | 2019-07-03 | - | Annual Report | Annual Report | 2012 |
Inspection Nr | Report ID | Date Opened | Site Address | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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339928160 | 0111500 | 2014-09-02 | 80 KINGS HIGHWAY CUTOFF, FAIRFIELD, CT, 06824 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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Type | Referral |
Activity Nr | 905744 |
Safety | Yes |
Violation Items
Citation ID | 01001 |
Citaton Type | Serious |
Standard Cited | 19260451 C02 |
Issuance Date | 2014-09-15 |
Abatement Due Date | 2014-09-25 |
Current Penalty | 1680.0 |
Initial Penalty | 2400.0 |
Final Order | 2014-10-10 |
Nr Instances | 1 |
Nr Exposed | 3 |
Gravity | 5 |
FTA Current Penalty | 0.0 |
Citation text line | 29 CFR 1926.451(c)(2): Supported scaffold poles, legs, posts, frames, or uprights did not bear on base plates, mud sills or other adequate firm foundation. Worksite: The metal frame scaffolds legs did not rest firmly on adequate base plates, sill plates or another adequate foundation. |
Citation ID | 01002A |
Citaton Type | Serious |
Standard Cited | 19260451 F07 |
Issuance Date | 2014-09-15 |
Abatement Due Date | 2014-10-09 |
Current Penalty | 1400.0 |
Initial Penalty | 2000.0 |
Final Order | 2014-10-10 |
Nr Instances | 1 |
Nr Exposed | 3 |
Related Event Code (REC) | Referral |
Gravity | 5 |
FTA Current Penalty | 0.0 |
Citation text line | 29 CFR 1926.451(f)(7): Scaffolds were not erected, moved, dismantled, or altered, by trained and experienced employees under the supervision and direction of a competent person qualified in scaffold erection, moving, dismantling or alteration:; Such activities were not performed only by experienced and trained employees selected for such work by the competent person. Worksite: The metal frame scaffold that employees were working from at a height above 10 feet was not erected under the supervision of a person competent in scaffold erection. |
Citation ID | 01002B |
Citaton Type | Serious |
Standard Cited | 19260454 A01 |
Issuance Date | 2014-09-15 |
Abatement Due Date | 2014-10-09 |
Current Penalty | 0.0 |
Initial Penalty | 0.0 |
Final Order | 2014-10-10 |
Nr Instances | 1 |
Nr Exposed | 3 |
Gravity | 5 |
FTA Current Penalty | 0.0 |
Citation text line | 29 CFR 1926.454(a)(1): The employer failed to have each employee who performs work while on a scaffold trained regarding the nature of any electrical hazards, fall hazards and falling object hazards in the work area. Worksite: The employees who were working from the metal frame scaffold that was not resting on an adequate foundation and without fall protection were not trained to recognize the hazards associated with the type of scaffold being used. |
Citation ID | 01003 |
Citaton Type | Serious |
Standard Cited | 19260451 G01 VII |
Issuance Date | 2014-09-15 |
Abatement Due Date | 2014-09-25 |
Current Penalty | 1960.0 |
Initial Penalty | 2800.0 |
Final Order | 2014-10-10 |
Nr Instances | 1 |
Nr Exposed | 3 |
Related Event Code (REC) | Referral |
Gravity | 10 |
FTA Current Penalty | 0.0 |
Citation text line | 29 CFR 1926.451(g)(1)(vii): Each employee on a scaffold, not otherwise specified in paragraphs (g)(1)(i) through (g)(1)(vi) of this section, more than 10 feet (3.1 m) above lower level was not protected from falls by the use of personal fall arrest systems or guardrail systems meeting the requirements of paragraph (g)(4) of this section. Worksite: The employees who were working from the metal frame scaffold platforms at a height above 10 feet were not protected from fall hazards by the use of guardrails or personal fall arrest systems. |
Inspection Type | Planned |
Scope | Partial |
Safety/Health | Safety |
Close Conference | 2009-07-14 |
Emphasis | S: STRUCK-BY, S: TRENCHING, S: FALL FROM HEIGHT, S: COMMERCIAL CONSTR, L: FALL, L: EISA, S: ELECTRICAL |
Case Closed | 2009-12-29 |
Violation Items
Citation ID | 01001 |
Citaton Type | Serious |
Standard Cited | 19261053 B01 |
Issuance Date | 2009-08-07 |
Abatement Due Date | 2009-08-12 |
Current Penalty | 375.0 |
Initial Penalty | 750.0 |
Nr Instances | 1 |
Nr Exposed | 1 |
Gravity | 03 |
Loan Number | Loan Funded Date | SBA Origination Office Code | Loan Delivery Method | Borrower Street Address | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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7164318401 | 2021-02-11 | 0156 | PPP | 50 Sunset Pass, Wilton, CT, 06897-4822 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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This table presents a concise summary of a company's liens and debts, detailing essential information such as the lien type, debt amount, associated parties, and current status of each financial obligation.
Subsequent Filing No | Status | Type | Filing Date | Lapse Date | Filing Type | |||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
0005164219 | Active | OFS | 2023-09-12 | 2029-02-13 | AMENDMENT | |||||||||||||
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Name | ROMI MASONRY CONSTRUCTION LLC |
Role | Debtor |
Name | TD BANK, N.A. |
Role | Secured Party |
Parties
Name | ROMI MASONRY CONSTRUCTION LLC |
Role | Debtor |
Name | JPMorgan Chase Bank, NA |
Role | Secured Party |
Parties
Name | ROMI MASONRY CONSTRUCTION LLC |
Role | Debtor |
Name | TD BANK, N.A. |
Role | Secured Party |
This table provides a quick overview of court view cases, including key information like the Title, filing date, current status, and a link of each case.
Docket Number | Title | Date | Case Type | Status | Open |
---|---|---|---|---|---|
AC 35562 | BRIAN WATKINS ET AL. v. ROMI MASONRY CONSTRUCTION, LLC ET AL. | 2013-04-04 | Appeal Case | Disposed | View Case |
Sources: Company Profile on Connecticut's Official State Website
* While we strive to keep this information correct and up-to-date, it is not the primary source, and the dataset source should always be referred to for definitive information