TRENCH SAFETY Sample Clauses

TRENCH SAFETY. In accordance with the California Labor Code, where the work will involve trenches five feet or more in depth and the estimated or bid cost of excavation is in excess of $25,000, the Contractor shall submit to and receive from the City of Palo Alto, or its designee, the acceptance of a detailed plan showing design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazards of caving ground. Such plan shall be submitted at least five (5) days before the Contractor intends to begin work on the trenches. If such plan varies from the shoring system standards established by the Construction Safety Orders of the State of California Division of Industrial Safety, the plan shall be prepared by a registered civil or structural engineer. The Contractor shall not use shoring, sloping, or protective systems less effective than that required by the Construction Safety Orders of the Division of Industrial Safety. The City shall not be responsible or liable for the safety of such trenching or trenching plans. Whenever the work called for on these plans or contract documents involves the construction of a pipeline, sewer, sewage disposal system, boring and jacking pits, or similar trenches or excavations, which are five feet or deeper, bidder shall include as a bid item, the cost of design and construction of adequate sheeting, shoring, and bracing, or equivalent method, for the protection of life or limb, which shall conform to applicable safety orders.
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TRENCH SAFETY. All trenches shall be provided with adequate safety systems as required by chapter 49.17 RCW and WAC 000-000-000 and -655. The Contractor is responsible for providing the competent person and registered professional engineer required by WAC 000- 000-000 and -655.
TRENCH SAFETY. The Contractor must comply with Texas law regarding trench excavation exceeding five feet in depth and in accordance with the following items: 32.01. The Contractor must comply with the requirements of Tex. Health & Safety Code Xxx. §756.022- 023 (Xxxxxx 1992), as amended, and the requirements of 29 C.F.R., Sections 1926.650 through 1926.653 inclusive, “Excavation, Trenching and Shoring,” of the Occupational Safety and Health Administration Standards, as amended. 32.02. The Contractor must include a separate pay item for trench safety complying with trench safety requirements, stating a unit price per linear foot of trench safety systems, as measured along the centerline of trench including manholes and other line structures. 32.03. Before beginning work on this project, the Contractor must submit to the City a complete trench safety program that complies with state and federal regulations. It is the sole duty, responsibility and prerogative of the Contractor, not the City, to determine the specific applicability of the designed trench safety systems to each field condition encountered on the project. 32.04. The Contractor must provide the City the name of the “competent personrequired by OSHA standards to perform the trench safety inspections. The Contractor must make daily inspections to ensure that the systems comply with all applicable laws and regulations, and must maintain a permanent record of daily inspections available for examination by the City or other government authority. 32.05. If evidence of possible cave-ins or slides is apparent, the Contractor must cease all work in the trench and surrounding area until the necessary precautions have been taken by the Contractor to safeguard personnel entering the trench.
TRENCH SAFETY. Section 553.62, Florida Statues incorporates the Occupational Safety and Health Administration’s (OSHA) safety standards, 29 CFR 1926.650 Subpart P, as the state standard. The Department of Labor and Employment Security may adopt updated or revised versions by rule. Other state or political subdivisions may also have standards that are applicable. By submission of this bid and subsequent execution of the Agreement(s), the Contractor certifies that all trench excavation done within this control in excess of five feet (5') in depth shall be accomplished in strict adherence with OSHA Trench Safety Standards contained in 29 CFR, S. 1926.650, Subpart P, including all subsequent revisions thereto. The Contractor further agrees to obtain identical certification from this proposed subcontractors that will perform trench excavation prior to award of subcontracts and that he will retain such certification son file for a period of not less than three years following final acceptance of this project. If trench excavation will be required on the project in excess of five feet in depth, the Bidder must identify the cost of compliance with the applicable trench safety standards below. If there will be no trench excavation on the project in excess of five feet in depth, write “not applicable” below. The costs listed below should also be included in the unit price items to which it applies, (i.e., storm drain, drainage structures, etc.). If the pay items are extended at the direction of the County, then the contractor shall provide an updated table in the form below.
TRENCH SAFETY. Bidder acknowledges that included in the appropriate bid items of his bid and in the Total Bid Price are costs for complying with the Florida Trench Safety Act, Florida Statutes 553.60 – 553.64. The bidder further identifies the costs of such compliance to be summarized below: Trench Safety Measure (Description) Units of Measure (LF/SF) Unit (Quantity) Unit Cost Extended Cost A. sloping LF 20 $25 $500 B. trench box lf 20 $50 $1000 C. sheet piles sf 100 $40 $4000 D. $ $ Total: $5500 The bidder certifies that all trench excavation done within his control in excess of five feet (5') in depth shall be in accordance with the Occupational Safety and Health Administration’s excavation safety standards, C.F.R. s. 1926.650 Subpart P., and the Florida Trench Safety Act, Florida Statutes 553.60-553.64. Failure to complete the above may result in the bid being declared non-responsive. DATE: 11/23/15 xxxxxxx xxxxx STATE OF: floridaCOUNTY OF: dade PERSONALLY APPEARED BEFORE ME, the undersigned authority, (Name of Individual Signing) xxxxxxx xxxxxxxx, after first being duly sworn by me, xxxxx xxxxxxxxxxxxxxxx his/her signature in the space provided above on this 23day of november, 2015. NOTARY PUBLIC My Commission Expires: 06/16/18 PLEASE PRINT OR TYPE: Firm Name: President xxxxxxx xxxxx Business Address: Telephone: 0000000000 Fax: 0000000000 E-Mail Address:
TRENCH SAFETY. CONTRACTOR shall comply with all applicable laws, ordinances, and regulations relating to Trench Safety. CONTRACTOR shall at all times maintain suitable barricades, warning devices, trench shoring, bracing, and covers, and other protective measures as deemed appropriate by the ENGINEER, which measures shall provide only the highest suitable level of protection to all workers, inspectors, and the general public. Attention is directed to the provisions of Section 8- 6, "Public Convenience," Section 8-7, "Public Safety," and Section 8-9, "Preservation of Property." CONTRACTOR's attention is directed to the provisions of Section 6705 of the Labor Code concerning Trench Excavation Safety Plans, and to herein Section 6-2.1, "Trench Excavation Safety Plans."
TRENCH SAFETY. Contractor shall comply with Labor Code Section 6705 concerning trench excavation safety plans.
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TRENCH SAFETY. For all trenches to be made in connection with the work, CONTRACTOR shall submit a detailed plan showing the design of shoring, bracing, sloping or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trenches. If such plan varies from the shoring system standards, a registered civil or structural engineer shall prepare the plan. The plan shall be reviewed, and must receive approval as adequate to protect worker safety, by the AGENCY or by a registered civil or structural engineer employed by the AGENCY, in advance of excavation. The shoring, sloping, or protective system must be at least as effective as that required by the Construction Safety Orders. See California Labor Code Section 6705.
TRENCH SAFETY. For all trenches to be made in connection with the work, the contractor shall submit a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trenches. If such plan varies from the shoring system standards, a registered civil or structural engineer shall prepare the plan. The plan shall be reviewed, and must receive approval as adequate to protect worker safety, by the Owner or by a registered civil or structural engineer employed by the Owner, in advance of excavation. The shoring, sloping, or protective system must be at least as effective as that required by the Construction Safety Orders. See Labor Code section 6705.
TRENCH SAFETY. In accordance with the California Labor Code, where the Work will involve trenches five feet or more in depth and the estimated or Proposal cost of excavation is in excess of $25,000, the DBE shall submit to and receive from the City of Palo Alto, or its designee, the acceptance of a detailed plan showing design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazards of caving ground. Such plan shall be submitted at least five (5) days before the DBE intends to begin work on the trenches. If such plan varies from the shoring system standards established by the Construction Safety Orders of the State of California Division of Industrial Safety, the plan shall be prepared by a registered civil or structural engineer. The DBE shall not use shoring, sloping, or protective systems less effective than that required by the Construction Safety Orders of the Division of IndustrialSafety. The City shall not be responsible or liable for the safety of such trenching or trenching plans. Whenever the work called for on these plans or Contract Documents involves the construction of a pipeline, sewer, sewage disposal system, boring and jacking pits, or similar trenches or excavations, which are five feet or deeper, DBE shall include in its Proposal Price, the cost of design and construction of adequate sheeting, shoring, and bracing, or equivalent method, for the protection of life or limb, which shall conform to applicable safety orders.
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