City of Houston BeaconBid #CB-2026-0072

Harwin Drive and Hillcroft Avenue Intersection Reconstruction

The City of Houston is seeking a contractor to rebuild the Harwin Drive and Hillcroft Avenue intersection, including roadway, drainage, utility, lighting, and traffic-signal work. - Buyer and project: City of Houston; the solicitation does not identify a sub-agency or office. Work is at Harwin Drive and Hillcroft Avenue in Houston, Texas. - Named manufacturers, vendors, and organizations: Square D breakers are specified for the electrical-service pedestal. CenterPoint Energy is named for streetlighting improvements, and Metro bus shelters are to be relocated. No prime contractor or reseller is identified. - Roadway and site work: Mobilization is 1 lump sum; provide 2 project signs and clear and grub 5.95 acres. Excavate 857 cubic yards and remove 22,166 square yards of concrete pavement, 3,228 square yards of sidewalks/driveways, 6 manholes, 8 storm junction boxes, 3,881 linear feet of storm sewer/leads (309 feet under 24 inches, 903 feet at 24–36 inches, and 2,669 feet at 42–54 inches), 14 inlets, 139 feet of sanitary sewer, and 717 feet of waterlines. Construct 755 cubic yards of 8-inch cement-stabilized sand subgrade; use 586 tons of lime and provide 22,021 square yards of 8-inch lime-stabilized subgrade. Install reinforced concrete pavement: 3,338 square yards at 9 inches, 16,069 square yards at 11 inches, 803 square yards of 9-inch high-early-strength pavement, and 1,596 square yards of 11-inch high-early-strength pavement. Other work includes 10,861 square feet of concrete driveway, 6,598 linear feet of curb, 649 square yards of colored-black concrete median, 21,938 square feet of sidewalk, 1,993 square feet of wheelchair ramps, one 701-square-foot bus-shelter foundation, and relocation of 3 Metro bus shelters. - Storm drainage: Install 5,549 linear feet of trench safety systems; 604 feet of 24-inch and 133 feet of 30-inch RCP; and box storm sewer totaling 4,812 feet (1,300 feet of 4-by-3-foot, 2,904 feet of 6-by-4-foot, and 608 feet of 7-by-3-foot), plus 2 feet of 7-by-3-foot box bends. Manholes include 10 Type C 4-foot-diameter units on box sewer, 2 Type C 4-foot round units, 1 Type C 5-foot round unit, 6 three-by-three-foot box units, and 2 eight-by-eight-foot box units. Junction boxes include one at the specified location, one 13-by-6-foot, three 18.5-by-6-foot, two 10-by-24-foot, and one 17.17-by-24.83-foot unit. Install 2 Type B-B, 2 Type B-B-2, 4 Type C, 1 Type C-1, and 6 Type C-2 inlets. - Water and sanitary sewer: Water work includes 3,113 feet of trench safety systems; open-cut PVC waterline of 17 feet at 4 inches, 125 feet at 8 inches, 879 feet at 12 inches, and 696 feet at 16 inches; restrained-joint PVC of 656 feet at 12 inches and 278 feet at 16 inches; 174 feet of 12-inch ductile-iron line; and 80 feet of 20-inch steel casing. Make wet connections and cut, plug, and abandon existing lines at each of these sizes and quantities: one 4-inch, three 6-inch, three 8-inch, two 12-inch, and one 16-inch. Install 4 hydrant assemblies with 6-inch gate valves and boxes, remove and salvage 2 hydrants, and install 288 feet of 6-inch hydrant branch. Sanitary work includes 9 precast manholes, adjustment of 6 existing frames/covers, 1,502 feet of trench safety, and pressure-rated PVC pipe of 22 feet at 6 inches, 23 feet at 8 inches, and 1,427 feet at 10 inches. Provide split steel casing of 40 feet at 16 inches, 45 feet at 18 inches, and 40 feet at 20 inches, plus 70 feet of 18-inch steel casing. - Signs and pavement markings: Thermoplastic markings include 162 feet of 4-inch solid yellow, 3,409 feet of 4-inch broken white, 1,358 feet of 6-inch solid white, 565 feet of 12-inch solid white, and 158 feet of 24-inch solid white. Add 13 turning arrows, 8 elongated “Only” markings, 477 double-sided Type II C-R and 7 double-sided Type II B-B raised markers, and 2,535 feet of yellow reflectorized paint on curb/median nose. Relocate 12 existing signs and install 4 aluminum signs. - Traffic control: Provide traffic control, flaggers, and work-zone markings (1 lump sum); 1,500 hours of uniform peace-officer service; and 1,000 square yards of temporary detour pavement. Remove 3,208 feet of 4-inch, 430 feet of 8-inch, 640 feet of 12-inch, and 160 feet of 24-inch pavement markings. Remove raised pavement markers (1 lump sum) and install, relocate, and remove 3,765, 730, and 3,765 feet of low-profile concrete barrier, respectively. - Signals, lighting, and communications: Remove 4 pole foundations and salvage existing signal equipment (1 lump sum). Provide 5 pedestrian-pole assemblies and one each of 40-, 45-, 50-, and 55-foot mast-arm assemblies, with foundations, luminaire arms, and 106-watt LED luminaires. Install one 30-amp/60-amp electrical-service pedestal with Square D breakers; 8 overhead street-name signs, 2 “No U-Turn” R3-4 signs, 8 “Left on Green Arrow Only” R10-5 signs, and one controller-cabinet foundation/apron. Provide 14 Type A and 6 Type B pull boxes; Schedule 80 PVC conduit (1,092 feet at 1 inch, 1,845 at 2 inches, 281 at 3 inches, and 436 at 4 inches) and bored conduit (110 feet at 2 inches and 466 at 3 inches); and 1,109 feet of preformed loops. Signal heads include 10 three-section horizontal RYG vehicle heads, 4 three-section horizontal and 4 three-section vertical vehicle heads in the specified colors, all with back plates, plus 8 yellow symbolic countdown pedestrian heads. Cable/wire includes 11,351 feet of 14-AWG IMSA 50-2-1984 detector lead-in; 1,027 feet each of 3/C and 5/C #14-AWG IMSA 19-1-1984; 2,219 feet of 7/C #14-AWG IMSA 19-1-1984; 390 feet of 4/C #12-AWG tray cable; 928 feet of #4-AWG THHN service wire; 3,005 feet of #8 solid bare ground; 1,283 feet of #10-AWG XHHW luminaire wire; 20 feet of #18-AWG trace wire; 438 feet of 3/C shielded cable; and 20 feet of CAT5E #24-AWG. Also install 4 emergency-vehicle preemption systems, 96 feet of loop-detector sawcut/wire, one Model 340 Type 2070LTX ITS controller-cabinet assembly, one UPS battery-backup system, one field-hardened Ethernet switch, one Type C communication-service pull box, and one accessible pedestrian push-button system with central control unit, 8 stations, and signs. - Environmental controls, landscaping, and extra work: Install 324 feet of inlet-protection barrier, 420 feet of bagged-gravel barrier, one concrete truck-washout structure (furnish, install, and remove), and 2,465 square feet of sod. Extra-work quantities are 250 cubic yards of 8-inch cement-stabilized sand subgrade, 500 square yards of 6-inch storm-sewer slab seal, 500 feet of well pointing, 100 cubic yards of extra hand excavation, and 200 cubic yards of extra machine excavation. Cash allowances cover 2 TPDES General Permit fee/NOI items, one street-cut/other permit-fee item, and one streetlighting-improvement item to be performed by CenterPoint Energy. - Notable bid requirements: The stated M/WBE goal is 0%. Minimum bid-item values include $50,000 for mobilization, $200,000 for traffic control and regulation, $1,000 for raised-marker removal, $4,000 for signal-equipment salvage, and $5,000 for truck washout; extra-work unit minimums and cash allowances also apply.

Description

The project is for roadway and drainage reconstruction at the Harwin Drive and Hillcroft Avenue intersection. Work includes removing and replacing intersection approaches and traffic signals, upgrading drainage and water distribution, replacing street lighting, and providing pavement markings. Bids are sealed and must include the required forms listed in the CB and comply with the Project Manual. The M/WBE goal is 0%, and a pre-bid conference is online and non-mandatory but strongly encouraged.

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