LINTON MUNICIPAL AIRPORT APRON

Location: Linton,ND,UNITED STATES
Zip: 58552
Project Type: New Construction
ProjectUse: Airport Construction
Project Budget: 1,000,000 to 10,000,000 USD
Contact Method : With Contact Details
Name : , PO BOX 337 , LINTON , ND , 58552-0337 , Ph: 701 254-4155

Posted on :June 22, 2012
Last Updated :June 22, 2012
Bid Date: 09/07/2012

Description:

Airport Construction

Base Bid: Unclassified Excavation, 1,797 C.Y.; Borrow (On-Site), 863 C.Y.; Water, 56 Mgal.; Geotextile Fabric, 6,542 S.Y.; Aggregate Base Course, Class 5, 1,454 C.Y.; Remove and Dispose of Bituminous Pavement, 581 S.Y.; Hot Bituminous Pavement, Specified Density, 1,505 Tons; Asphalt Cement, Type PG 58-28, 98 Tons; Bituminous Tack Coat, 325 Gal.; Runway and Taxiway Painting, 446 S.F.; Seeding, 2.5 Acres; Topsoiling (On-Site), 760 C.Y.; Borrow Area Topsoiling (On-Site), 250 C.Y.; Straw Biorolls, 650 L.F.; Install Aircraft Tiedowns, 18 Ea.; Airside Traffic Control, 1 L.S.; Field Office / Laboratory, 1 L.S.; Mobilization, 1 L.S.; Cable Trench, 434 L.F.; #8, 5kV, L-824 Type C Cable, 1,060 L.F.; #6 AWG Cu, 600V, Type RHW, 1,060 L.F.; #4/0 AWG Cu, 600 V, Type RHW, 1044 L.F.; #2 Cu Ground, 348 L.F.; #8 Cu Ground, 530 L.F.; #8 Solid Bare Counterpoise including Ground Rods, 530 L.F.; 1x4x2, Sch. 80 PVC, Electrical Duct (Sand Encased), 200 L.F.; Electrical Junction Box, 1 Ea.

Alternate Bid: Unclassified Excavation, 932 C.Y.; Borrow (On-Site), 4,187 C.Y.; Water, 65 Mgal.; Geotextile Fabric, 2,701 S.Y.; Aggregate Base Course, Class 5, 600 C.Y.; Remove and Dispose of Bituminous Pavement, 26 S.Y.; Hot Bituminous Pavement, Specified Density, 598 Tons; Asphalt Cement, Type PG 58-28, 39 Tons; Bituminous Tack Coat, 130 Gal.; Runway and Taxiway Painting, 915 S.F.; Obliterate Existing Pavement Painting, 13 S.F.; Disable Aircraft Tiedown, 18 Ea.; 29-Inch x 18-Inch Arched RCP, Cl. 3, 76 L.F.; 29-Inch x 18-Inch Arched RC End Section, Cl. 3, 2 Ea.; Seeding, 3.0 Acres; Topsoiling (On-Site), 783 C.Y.; Borrow Area Topsoiling (On-Site), 1,000 C.Y.; Erosion Control Fiber Mat, 133 S.Y.; Straw Biorolls, 955 L.F.; Cable Trench, 167 L.F.; #8, 5kV, L-824 Type C Cable, 259 L.F.; #8, Solid Bare Counterpoise Including Ground Rods, 259 L.F.; 1x2x2”, Sch. 80 PVC, Electrical Duct (Sand Encased), 56 L.F.; Medium Intensity Taxiway Light (Stake Mounted), 4 Ea.; L-858 Non-Lighted Sign, 1 Ea.; Retroreflective Marker, 26 Ea.