Current through Register Vol. 54, No. 44, November 2, 2024
Section 457.5 - Classification(a) The contractor or subcontractor shall be classified according to the type of work and amount of work for which his experience and financial capacity will qualify him to bid. The types of work, as described in Department of Transportation Specifications, Publication 408, are listed as follows: | WORK | CODE | SECT. | CLASSIFICATION |
| EARTHWORK | A | 200 | CLEARING & GRUBBING |
| B | 200 | BUILDING DEMOLITION |
| C | 200 | EXCAVATING & GRADING |
| BASE COURSE | D | 300 | RIGID BASE COURSE |
| E | 300 | FLEXIBLE BASE COURSE |
| PAVEMENT | F | 400 | BITUMINOUS PAVEMENT |
| F1 | 400 | BITUMINOUS PAVEMENT PATCHING AND REPAIR |
| G | 500 | RIGID PAVEMENT |
| G1 | 500 | RIGID PAVEMENT PATCHING & REPAIR |
| INCIDENTAL CONSTRUCTION | H | 600 | DRAINAGE, WATER MAIN, STORM SEWER |
| J | 600 | GUIDE RAIL, STEEL MEDIAN BARRIER, FENCES |
| J1 | 600 | CONCRETE MEDIAN BARRIER |
| K | 600 | CURBS, SIDEWALKS, INLETS, MANHOLES, ETC. |
| L | 600 | SLAPJACKING-SUBSEALING |
| ROADSIDE DEVELOPMENT | M | 800 | LANDSCAPING |
| TRAFFIC ACCOMMO-DATIONS AND CONTROL | O | 900 | PAVEMENT MARKINGS |
| P | 900 | HIGHWAY/SIGN LIGHTING, SIGNAL CONTROL |
| Q | 900 | MAINTENANCE AND PROTECTION OF TRAFFIC |
| R | 900 | SIGN PLACEMENT (POST/ STRUCTURE MOUNTED) |
| R1 | 900 | SIGN STRUCTURES |
| STRUCTURES | S | 1000 | CEMENT CONCRETE STRUCTURES |
| S1 | 1000 | CULVERTS & SINGLE SPAN BRIDGES TO 80 FT |
| S2 | 1000 | REPAIR AND REHABILITATION OF STRUCTURES |
| S3 | 1000 | MODIFIED CONCRETE DECK OVERLAYS |
| T | 1050 | ERECTION (STRUCTURAL MEMBERS) |
| T1 | 1018 | BRIDGE REMOVAL |
| U | 1005 | PILE DRIVING |
| V | 1070 | STEEL PAINTING (HIGH PERFORMANCE) |
| V1 | 1071 | STEEL PAINTING (CONVENTIONAL) |
| MISCELLANEOUS | Y | OTHERS |
(b) Miscellaneous work as determined by the Chief Counsel, as not within the purview of the act, will be excluded by the Deputy Secretary for Highway Administration from the requirements of this chapter. When this is done, the bid proposal shall so state.(c) The classifications of work listed in subsection (a) may be further defined by the Contract Management Division, if needed, to provide for additional types of specialties generated with expanded programs.(d) Each prequalified contractor shall be eligible to bid on projects in which the types of work for which he is classified constitute at least 50% of the project.(e) Each contractor or subcontractor shall be classified for one or more types of work in accordance with his adequacy of plant and equipment, organization, prior experience, record of construction and other pertinent, relevant and material facts which may affect the classification. A contractor or subcontractor who has been assigned classifications of excavation and grading; bituminous pavement or rigid pavement; drainage, water mains, storm sewers; and cement concrete structures (all types) will be considered a general highway contractor. A proposal from a contractor with a general highway contractor designation need not be reviewed for the 50% classification requirement unless specialty items predominate. The contractor or subcontractor shall be assigned an ability factor and given a capacity rating which will designate the quantity of work upon which he will be eligible to bid. The Prequalification Office shall give notice of the classification and rating.(f) The maximum capacity rating shall be a flat sum determined as follows: (1) The formula, Q = F (C+1/2L+1/2E), shall be used to determine the maximum capacity rating. A contractor whose maximum capacity exceeds $100 million as determined by this formula, will be considered to have unlimited financial capacity.(2) When the contractor elects to exercise the option as specified in § 457.4(a)(5), the contractor shall be assigned in lieu of the Contractor's Financial Statement, Form 4300, Part 1, a flat sum factor of $50,000; and the formula Q = F ($50,000) shall be used to determine the maximum capacity rating.(3) The symbols used in the formula in paragraphs (1) and (2) shall have the following meaning: (i) Q = Maximum capacity rating.(ii) C = Net working capital.(iii) F = Assigned ability factor (1 to 15).(iv) L = Line-of-credit statements.(v) E = Book value of equipment.(4) The following limitations apply to the terms in paragraph (3): (i) Net working capital shall be current assets less current liabilites.(ii) Current assets shall be easily negotiable assets that may readily be turned into cash.(iii) Current liabilities shall be obligations due within a 1-year period.(iv) A Line-of-Credit statement shall be the form, executed by a bank on page number 20 of the financial statement of the contractor.(v) Book value of equipment shall be total cost less depreciation actually applied. This equipment factor shall include not only book value of company-owned equipment but also the book value of the contractor's share of equipment owned by a joint venture.(5) If the maximum capacity rating (Q) is a positive number, a certificate as a prime contractor will be issued. If the contractor has had a negative working capital for 2 consecutive fiscal years, the Department will request additional documentation to support the contractor's financial capabilities even if the maximum capacity rating (Q) is a positive number as a result of a line of credit or book value of equipment, or both. If the Department still considers the contractor's financial status to be questionable, the Department will prequalify the contractor to perform work only as a subcontractor.(6) If the net working capital (C) is a negative amount, the Department has the right to reduce the qualification amount or to reject the application.(g) The qualification amount, determined by the applicable formula in subsection (f) shall establish the maximum capacity rating of the applicant. Award of contract shall be restricted to the assigned maximum capacity rating less monetary value of the uncompleted contract and subcontract work under § 457.16 (relating to sublettings).The provisions of this §457.5 adopted September 21, 1973, effective 9/22/1973, 3 Pa.B. 2133; amended August 8, 1975, effective 8/9/1975, 5 Pa.B. 2035; amended April 13, 1979, effective 4/14/1979, 9 Pa.B. 1308; through August 12, 1983, effective 8/13/1983, 13 Pa.B. 2490; amended April 11, 1997, effective 7/1/1997, 27 Pa.B. 1798; amended April 13, 2007, effective 4/14/2007, 37 Pa.B. 1650.The provisions of this §457.5 amended under section 404.1 of the State Highway Law (36 P. S. § 670-404.1).
This section cited in 67 Pa. Code § 457.3 (relating to general requirements); and 67 Pa. Code § 457.4 (relating to statements to be furnished under oath).