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June 14, 2019 Letting 10:00 AM
200-78635

Bulletin Description

Box culvert replacement (SN 039-7061) carrying US 51 over an unnamed creek, adjacent to the Elkville Resevoir, 0.9 mile south of Hallidayboro Road, south of Elkville.
Region District DBE % VBP % Federal Project #
5 9 0.00 0.00 NHPPX91E(540)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Jackson
  • FAP 322
  • 3CR-1
  • C-99-050-18
  • 9-00569-0000
Contract Specifics
15 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (2 Submitted / 2 Answered ) Questions not accepted as of June 04, 2019 04:30 PM.

  • Are there any soil borings available?
    An addendum is forthcoming on this issue. A boring log will be added to the Special Provisions. (06/05/2019)

  • Can the box culvert and end sections be placed in standing water? If not how will dewatering be compensated? Who is responsible for obtaining permits for construction of a temporary water retention system in the area designated in the plans as a wetland?
    It was the intention of the plans to have 540.04 of the Standard Specifications govern the cost of diverting the water flow and/or dewatering of the work area depending on the conditions during construction of the project. The area designated as wetlands in the plans corresponds to approximately elevation 390.00 or normal pool and higher. If the contractors temporary water retention system can be built within these limits there should not be any impacts. If the contractor intends to impact the wetlands, then it would be their responsibility for obtaining the necessary permits and to mitigate those wetlands. (06/05/2019)

Authorized Bidders

  • No authorized bidders

Non Bidders

  • No requests received
Pay Item # UOM Description Type Quantity Unit Price
20200100 CU YD EARTH EXCAVATION Base items 351.000
20700220 CU YD POROUS GRANULAR EMBANKMENT Base items 198.000
25000200 ACRE SEEDING, CLASS 2 Base items 0.250
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 23.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 23.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 23.000
25000700 TON AGRICULTURAL GROUND LIMESTONE Base items 0.500
25100630 SQ YD EROSION CONTROL BLANKET Base items 172.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 25.000
42000060 SQ YD WELDED WIRE REINFORCEMENT Base items 120.000
42000500 SQ YD PORTLAND CEMENT CONCRETE PAVEMENT 10" Base items 120.000
44000100 SQ YD PAVEMENT REMOVAL Base items 120.000
48101600 SQ YD AGGREGATE SHOULDERS, TYPE B 8" Base items 63.000
50102400 CU YD CONCRETE REMOVAL Base items 40.000
54001001 EACH BOX CULVERT END SECTIONS, CULVERT NO. 1 Base items 2.000
54010706 FOOT PRECAST CONCRETE BOX CULVERTS 7' X 6' Base items 50.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 62.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 450.000
63000030 FOOT STRONG POST GUARDRAIL ATTACHED TO CULVERT Base items 38.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 4.000
63200310 FOOT GUARDRAIL REMOVAL Base items 670.000
67000400 CAL MO ENGINEER'S FIELD OFFICE, TYPE A Base items 1.000
67100100 L SUM MOBILIZATION Base items 1.000
70100450 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701201 Base items 1.000
70103815 CAL DA TRAFFIC CONTROL SURVEILLANCE Base items 4.000
70107025 CAL DA CHANGEABLE MESSAGE SIGN Base items 36.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 4.000
78001110 FOOT PAINT PAVEMENT MARKING - LINE 4" Base items 90.000
78100100 EACH RAISED REFLECTIVE PAVEMENT MARKER Base items 1.000
78200006 EACH GUARDRAIL REFLECTORS, TYPE B Base items 10.000
X0900064 SQ YD MEMBRANE WATERPROOFING SYSTEM FOR BURIED STRUCTURES Base items 62.000
X7011800 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD BLR 21 Base items 1.000
No More Pay Items

The contract details above are for informational purposes only until the Plans and Special Provisions are posted on this web page. If an addendum is posted, the contract details above may be revised. Please continue to check for addenda.