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Miller Field, Valentine, NE: Replace Precision Approach Path Indicators on Runway 14/32 & 3/21 - City of Valentine Bid & RFP - Due Jun 4, 2026 | Starbridge
Replace precision approach path indicators (PAPIS) on runway 14/32 & 3/21. In general, this work will require the following approximate quantities: PAPI replacement on existing foundations (4 LS) and concrete skirts (4 LS).
Replacing Taxiway B edge lighting fixtures with LED technology along with isolation transformers, new cables (including homerun cables), and vault work (i.e. evaluating the need for a new regulator). Additionally, multiple guidance signs will be upgraded with LED technology on an existing concrete pad/foundation. The new light fixtures will be set on existing base cans.
Replacing Taxiway B edge lighting fixtures with LED technology along with isolation transformers, new cables (including homerun cables), and vault work (i.e. evaluating the need for a new regulator). Additionally, multiple guidance signs will be upgraded with LED technology on an existing concrete pad/foundation. The new light fixtures will be set on existing base cans.
Work includes traffic control, pavement removal, asphalt milling, earthwork, storm sewer approx 726 LF of 24" Reinforced Concrete Pipe, Class V; 258 LF of 36" Reinforced Concrete Pipe, Class V; 267 Lf of 36" HDPE Pipe, Triple Wall Polypropylene; 12 EA of 36" Pipe Anchor Assembly; 1 EA of 60" Storm Drain Inlet; 2 EA of 72" Manhole; 1 EA of 72" Storm Drain Inlet; 1 EA of 96" Storm Drain Inlet; 130 LF of Microtunneling; 130 LF of 36" HDPE Pipe, Triple Wall Polypropylene (Installed with Steel Casing); 100 CY of Microtunneling Obstruction Removal; 2,592 Lf of 6" Perforated PVC Underdrain Pipe with Filter Sock; 755 LF of 12" Solid PVC SDR 26 Pipe; 2 EA of 48" Manhole; geogrid, geotextile fabric, aggregate base courses, asphalt paving, asphalt pavement grooving, pavement markings, electrical, and miscellaneous items.
Work includes traffic control, pavement removal, asphalt milling, earthwork, storm sewer approx 726 LF of 24" Reinforced Concrete Pipe, Class V; 258 LF of 36" Reinforced Concrete Pipe, Class V; 267 Lf of 36" HDPE Pipe, Triple Wall Polypropylene; 12 EA of 36" Pipe Anchor Assembly; 1 EA of 60" Storm Drain Inlet; 2 EA of 72" Manhole; 1 EA of 72" Storm Drain Inlet; 1 EA of 96" Storm Drain Inlet; 130 LF of Microtunneling; 130 LF of 36" HDPE Pipe, Triple Wall Polypropylene (Installed with Steel Casing); 100 CY of Microtunneling Obstruction Removal; 2,592 Lf of 6" Perforated PVC Underdrain Pipe with Filter Sock; 755 LF of 12" Solid PVC SDR 26 Pipe; 2 EA of 48" Manhole; geogrid, geotextile fabric, aggregate base courses, asphalt paving, asphalt pavement grooving, pavement markings, electrical, and miscellaneous items.
The Department of the Air Force seeks construction services to repair the intersection of Runway 03-21 and 15-33 at Joint Base Charleston, SC, involving the replacement of 136 concrete pavement panels. The project requires specialized fast-setting concrete capable of reaching aircraft-traffic-ready strength within 3–4 hours to accommodate nightly work restrictions between 2300 and 0700 hours. The contract duration is 636 calendar days with an estimated completion date in March 2028 and offers due by June 15, 2026.
The Department of the Air Force seeks construction services to repair the intersection of Runway 03-21 and 15-33 at Joint Base Charleston, SC, involving the replacement of 136 concrete pavement panels. The project requires specialized fast-setting concrete capable of reaching aircraft-traffic-ready strength within 3–4 hours to accommodate nightly work restrictions between 2300 and 0700 hours. The contract duration is 636 calendar days with an estimated completion date in March 2028 and offers due by June 15, 2026.
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Work includes traffic control, pavement removal, asphalt milling, earthwork, storm sewer approx 726 LF of 24" Reinforced Concrete Pipe, Class V; 258 LF of 36" Reinforced Concrete Pipe, Class V; 267 Lf of 36" HDPE Pipe, Triple Wall Polypropylene; 12 EA of 36" Pipe Anchor Assembly; 1 EA of 60" Storm Drain Inlet; 2 EA of 72" Manhole; 1 EA of 72" Storm Drain Inlet; 1 EA of 96" Storm Drain Inlet; 130 LF of Microtunneling; 130 LF of 36" HDPE Pipe, Triple Wall Polypropylene (Installed with Steel Casing); 100 CY of Microtunneling Obstruction Removal; 2,592 Lf of 6" Perforated PVC Underdrain Pipe with Filter Sock; 755 LF of 12" Solid PVC SDR 26 Pipe; 2 EA of 48" Manhole; geogrid, geotextile fabric, aggregate base courses, asphalt paving, asphalt pavement grooving, pavement markings, electrical, and miscellaneous items.
Work includes traffic control, pavement removal, asphalt milling, earthwork, storm sewer approx 726 LF of 24" Reinforced Concrete Pipe, Class V; 258 LF of 36" Reinforced Concrete Pipe, Class V; 267 Lf of 36" HDPE Pipe, Triple Wall Polypropylene; 12 EA of 36" Pipe Anchor Assembly; 1 EA of 60" Storm Drain Inlet; 2 EA of 72" Manhole; 1 EA of 72" Storm Drain Inlet; 1 EA of 96" Storm Drain Inlet; 130 LF of Microtunneling; 130 LF of 36" HDPE Pipe, Triple Wall Polypropylene (Installed with Steel Casing); 100 CY of Microtunneling Obstruction Removal; 2,592 Lf of 6" Perforated PVC Underdrain Pipe with Filter Sock; 755 LF of 12" Solid PVC SDR 26 Pipe; 2 EA of 48" Manhole; geogrid, geotextile fabric, aggregate base courses, asphalt paving, asphalt pavement grooving, pavement markings, electrical, and miscellaneous items.
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