BID ITEM NO. 11: ICP Winter Storage Area Applicable Technical Specifications: Section 202 – Excavation and Embankment Applicable Drawings: Sheet G3 –Overview Map – Schedule A Sheet D3 – ICP Winter Storage Area Work Description: This Bid Item includes all work necessary to construct an ICP Winter Storage Facility that consists of grading the designated area and excavating a 2-foot wide ditch, 8 inches below grade, and positioning Ecology Blocks stacked three high as shown on the Drawings. Contractor shall place and position bottom row of Ecology Blocks on the east side such that 4 inches separates each block and allows for drainage of the ICP Winter Storage Facility as shown on the Drawings. Bid Item No. 11a: Excavation: Contractor shall prepare foundation by excavating a 2-foot wide area for placement of Ecology Blocks, 8 inches below grade and compact using vibratory equipment as shown on the drawings. Excavate and grade facility area to allow for a 0.5% grade slope toward the east side of the facility as shown on the Drawings. Excavated material shall be scarified on-site at a location designated by the Owner and stabilized by compacting with heavy equipment. Bid Item No. 11b: Ecology Blocks: Contractor shall procure, load, haul, and place Ecology Blocks on subgrade along the border of ICP Winter Storage Area as shown on the Drawings. Contractor shall place bottom layer of blocks on the east side of the facility such that 4 inches separates each block and allows for drainage. Contractor shall stack blocks three (3) blocks high in a staggered arrangement as shown on the Drawings. Contractor shall place Ecology Blocks on well graded surface to ensure stability of structure. Work includes, at a minimum: Excavate subgrade for Ecology Blocks and grade stockpile area at a 0.5% slope toward existing drainage ditch east of ICP Winter Storage Area as shown on the Drawings; Place ecology blocks as shown on Drawings; and Provide all labor, tools, equipment, materials, and incidentals necessary to complete the work. Measurement (Bid Item No. 11a through 11b): Measurement for Bid Item No. 11a, Excavation will be by the bank cubic yards (to the nearest cubic yard) of material excavated and compacted in-place as embankment fill based on the volume generated by comparing the pre-construction topography to the finished subgrade surface as shown on the Drawings and as measured by Owner’s Consultant, plus the volume in cubic yards of the unsuitable material stockpile, if generate...
BID ITEM NO. 6: Offsite Disposal of Lead/Chromium Contaminated Spoils - Unit Price per Cubic Yards Materials Labor Lump Sum TOTALS
BID ITEM NO. 27A – BID ALTERNATIVE 1
BID ITEM NO. 2: Traffic Control Applicable Technical Specifications: Section 1103 – Construction Traffic Control Applicable Drawings: Sheet G3 – Overview Map – Schedule A Sheet C1 – Access Road Plan and Profile Sheet D1 – Petroleum Contaminated Soils Area Sheet D2 – Compost Facility Sheet D3 – ICP Winter Storage Area Sheet C4 – Site Controls – Schedule B Sheet D6 – Miscellaneous Details – Schedule A Sheet C4 – Site Controls – WENI Site Preparation Sheet D8 – Miscellaneous Details – Schedule B Work Description: This Bid Item includes all work necessary to furnish and install traffic control devices during construction and operation activities for both Schedule A and B. The Contractor shall furnish and install all signs as shown in the Drawings. The table below displays all pertinent information related to the signs. All signs, roadway delineators, and all other traffic control devices shall be in accordance with MUTCD requirements. Number Size (Height x Width) Description Quantity 1 18” X 36” OPERATIONS FACILITES 1 2 18” X 36” AGGREGATE STOCKPILE AREA 1 3 18” X 36” COMPOST FACILITY 1 4 18” X 36” ICP WINTER STORAGE 1 5 18” X 36” PCS STORAGE AREA 1 6 18” X 36” ICP ACCESS ROAD 2 7 18” X 36” AUTHORIZED PERSONNEL ONLY 2 8 18” X 36” CAUTION: CONSTRUCTION ZONE AHEAD 1 9 18” 12” STAY ON ROAD 3 10 18” 12” STAY ON TRAIL 3 The contractor shall also furnish and install temporary roadway delineators along both edges of the WENI access road prior to the start of major construction activities. These roadway delineators shall be composed of a highly visible flexible plastic material, minimum 36 inches tall, and spaced a maximum distance of 100 feet apart. Roadway delineators shall also be in accordance with all other MUTCD standards. Work includes, at a minimum: Furnish and install all signs as noted in the Drawings; Furnish and install temporary flexible roadway delineators; Provide all labor, tools, equipment, materials, and incidentals necessary to complete the Work as specified. Measurement (Bid Item No. 2): There will be no direct measurement for Bid Item No. 2, Traffic Control. Payment (Bid Item No. 2): Payment for Bid Item No. 2, Traffic Control, shall be made at the lump sum price as shown on the Bid Form of the Contract Documents. This lump sum price shall constitute full compensation for all labor, equipment, tools, supplies, materials, and incidentals necessary to accomplish the work.
BID ITEM NO. 4: Provide Water Applicable Technical Specifications: Section 202 – Excavation and Embankment Applicable Drawings: None
BID ITEM NO. 6: Hardened Surface Apron Applicable Technical Specifications:
BID ITEM NO. 8: Maintain Existing Operations Facilities Access Road Applicable Technical Specifications: Section 802 – Crushed Aggregates Applicable Drawings: Sheet G3 – Overview Map – Schedule A Sheet D4 – Road Details Work Description: This Bid Item includes all work necessary to maintain this existing Operations Facilities Access Road and extend out the road boundaries to new limits, as shown on the Drawings. Contractor shall haul, place, spread and compact Surface Coarse Material as necessary for road maintenance.
BID ITEM NO. 10: Petroleum Contaminated Soils (PCS) Storage Facility Applicable Technical Specifications: Section 202 – Excavation and Embankment Subsection 802 – Crushed Aggregates Applicable Drawings: Sheet G3 – Overview Map – Schedule A Sheet D1 – Petroleum Contaminated Soils Area
BID ITEM NO. 15: Sediment Basin Applicable Technical Specifications: Section 202 – Excavation and Embankment Section 206 – Permanent Erosion Control Applicable Drawings: Sheet G3 – Overview Map – Schedule A Sheet C1 – Access Road Plan and Profile Sheet D5 – Sediment Basin Details
BID ITEM NO. 19: Staging Area Applicable Technical Specifications: Section 201 – Clearing and Grubbing and Removal of Obstructions Section 202 – Excavation and Embankment Applicable Drawings: Sheet G4 – Overview Map – WENI Site Preparation Sheet C4 – Site Controls – WENI Site Preparation Sheet C6 – Design Road West Plan & Profile Sheet D7 – Stormdrain Crossing and Staging Area
