APPENDIX B: ENGINEERING FORM 502

STREET CUT REPAIR PROPOSAL, FOR THE CITY OF MARION, INDIANA, 301 SOUTH BRANSON STREET.

Contractor agrees to restore all city streets, curbs, and gutters in accordance with the following specifications as on Form 501.

Item I   CONCRETE OR BRICK STREETS

   Saw 8” to 12” from edge of cut, excavate as required, furnish and pour 4000 PSI concrete and broom finish.

   Depth of Concrete            Price per sq. ft.

   A.   8”               _______________

   B.   9”               _______________

   C.   10”               _______________

   D.   11”               _______________

   E.   12”               _______________

Item II   ASPHALT OVER CONCRETE OR BRICK STREETS

   Saw 8” to 12” from edge to cut, excavate as required, furnish and pour 4000 PSI concrete base to a thickness matching original concrete street, or leaving concrete down 1½” for final pavement to match existing asphalt surface, in accordance with the following specifications as on Form 501.

   Depth of Concrete            Price per sq. ft.

   A.   8”               _______________

   B.   9”               _______________

   C.   10”               _______________

   D.   11”               _______________

   E.   12”               _______________

   Plus

   Asphalt surface depth             Price per sq. ft.

   F.   1½” to 2”            _______________

   G.   2” to 4”            _______________

   H.   4” to 6”            _______________

Item III   ASPHALT STREET CUT

   Saw 8” to 12” from edge to cut, excavate as required. Furnish and pour 4000 PSI concrete base to within 1½” of existing surface.

   Concrete base depth            Price per sq. ft.

   A.   8”               _______________

   B.   9”               _______________

   C.   10”               _______________

   D.   11”               _______________

   E.   12”               _______________

   Plus
   Asphalt surface depth             Price per sq. ft.

   F.   1½” to 2”            _______________

   G.   2” to 4”            _______________

   H.   4” to 6”            _______________

Item IV   COLD MIX ASPHALTIC CONCRETE BASE

                     Price per sq. ft.

   Depth to be 2 inches            _______________

Item V   CURB AND GUTTER

   Saw as required, excavate as required, form, pour and finish curb and gutter of square back or roll back design.

   Curbing width               Price per lineal ft.

   A.   6”               _______________

   B.   12”               _______________

   C.   24”               _______________

   All street cut in right-of-way specifications which exceed 300 square feet in dimension, shall not be applicable to this contract.

   Prices are subject to annual review.

   Due to any increase of cost in materials, the contractor is to submit a letter to the Board of Works from the supplier for additional cost.

   The contractor shall give the city and county residents preference as employees.

   The City Board of Public Works and Safety shall take new bids annually.

   This agreement shall be performed by the contractor in accordance with the rules and regulations set out in § 98.39.

(1985 Code, § 36-9-2-7(g))