Site work and paving for a civil project in Vandergrift, Pennsylvania. Completed plans call for site work for a road / highway; for paving for a road / highway; and water / sewer project.

Rotomill 3 Depth 2,160 SY; Base Heave Repair 91 SY; Rehabilitate Catch Basins 4 EA; Concrete Driveway Adjustment 140 SF; 2 Binder Course 235 TN; MH & LH Adjustment Risers 5 EA; 1 Wearing Course 176 TN; and other specified work - all quantities approximate. Bid must be accompanied by satisfactory bid security executed by the bidder and an acceptable surety authorized to do business in the Commonwealth of Pennsylvania in the amount of 10% of the bid made payable to "Vandergrift Borough. Owner reserves the right to waive informalities, eliminate work items, reduce item quantities up to 25%, or reject any or all bids. Proposals must be upon the forms provided. No bid may be withdrawn within 60 days after the opening thereof. Question Deadline 07/30/2025 Every request for such interpretation should be in writing addressed to Bove Engineering Company located at 8201 Route 819, Greensburg, Pennsylvania (15601) and to be given consideration Ninth Street From Franklin Avet. to First St. Length: _360 LF Avg. Width: _16' (Varies) Street Area: _650 SY Milling Area: 650 SY Base Heave Repair: 0 SY Catch Basin Rehabilitation: 2 EA Soft Area Repair: 25 SY (only as needed) Manhole Adjustment Riser Rings: 0 EA Lamphole Adjustment Riser Rings: 0 EA 2" Binder Course: 72 Tons Adjust/Replace Concrete Driveway: 0 SF 1_" Wearing Course: 53 Tons Underdrain: 20 LF Special Notes: Narrow Street Mill and Pave Binder Course on the same day Inverted Crown Replace Existing Wedge Curb Water Deflectors Install Wedge Curb on low side of CB No.1 Core Drill CB No. 2 for Underdrain Eliminate Water Problem at First St. Intersection Base thickness undetermined Test mill as specified; Rehabilitate Catch Basins as shown and as specified; Core-drill catch basin and install underdrain as shown and specified and directed; Due to paving depth, mill, preform soft area repair and pave binder course on the same day; Mill the cartway and returns _3_" depth or to brick or concrete or as determined by test milling; improve crown and slope where needed and where shown to eliminate water puddles; cut keyways as needed; clean the surfaces with a power broom, remove all chunks; determine manholes and lamp holes which require adjustment and, furnish and properly install manhole and lamp hole risers as specified and as directed, adjust slope and grade if needed; test roll for soft areas; repair soft areas where directed (by milling an additional 4" depth, compacting the sub-base, and placing good clean millings free of clumps and excess dust, 4" thick after compaction and compact fully; obtain required utility valve risers from utility companies as needed in advance; sweep the surface with a power broom; place tack coat, and; on the same day as milling, pave binder course 2" average thickness after compaction (or 1_" if necessary due to milling depth); form and improve crown and slope; properly install utility company valves as needed for binder and wearing course pavement; pave cartway with wearing course 1_" depth after compaction to match or improve the original grade and to eliminate water puddles especially at First St; install/replace wedge curb water deflectors as previously existing; fill voids in concrete curbs with wearing course and compact; seal all edges and joints and around all inlets, manholes, catch basins, lampholes and utility boxes/valves as required; clean asphalt debris, gravel, crumbs, etc. from all streets, adjacent streets, catch basins and manholes, etc.; see plans & specifications for additional information. Thirty Seventh Street From Holland St. to End. Length: _520 LF Avg. Width: _14.7' (Varies) Street Area: _860 SY Milling Area: 860 SY Base Heave Repair: 110 SY Catch Basin Rehabilitation: 2 EA Soft Area Repair: 25 SY (only as needed) Manhole Adjustment Riser Rings: 3 EA Lamphole Adjustment Riser Rings: 0 EA 2" Binder Course: 94 Tons Adjust/Replace Concrete Driveway: 140 SF 1_" Wearing Course: 70 Tons Underdrain: 0 LF Special Notes: Narrow Street Mill and Pave Binder Course on the same day Inverted Crown Perform Base Heave repair as shown Adjust/Replace Concrete Driveway Install Wedge Curb as shown Eliminate Water Problems Base thickness undetermined Test mill as specified; Rehabilitate Catch Basins as shown and as specified; Due to paving depth, mill, preform base heave repair and soft area repair and pave binder course on the same day; Mill the cartway and returns _3_" depth or to brick or concrete or as determined by test milling; improve crown and slope where needed and where shown to eliminate water puddles; cut keyways as needed; clean the surfaces with a power broom, remove all chunks; determine manholes and lamp holes which require adjustment and, furnish and properly install manhole and lamp hole risers as specified and as directed, adjust slope and grade if needed; perform base heave repair as shown and as specified; test roll for soft areas; repair soft areas where directed (by milling an additional 4" depth, compacting the sub base, and placing good clean millings free of clumps and excess dust, 4" thick after compaction and compact fully; obtain required utility valve risers from utility companies as needed in advance; sweep the surface with a power broom; place tack coat, and; on the same day as milling, pave binder course 2" average thickness after compaction (or 1_" if necessary due to milling depth); form and improve crown and slope; properly install utility company valves as needed for binder and wearing course pavement; adjust / replace concrete driveway as shown and as specified; pave cartway with wearing course 1_" depth after compaction to match or improve the original grade and to eliminate water puddles and replace wedge curb as shown; fill voids in concrete curbs with wearing course and compact; seal all edges and joints and around all inlets, manholes, catch basins, lampholes and utility boxes/valves as required; clean asphalt debris, gravel, crumbs, etc. from all streets, adjacent streets, catch basins and manholes, etc.; see plans & specifications for additional information. "L" Shaped Alley No. 1 From Hawthorne St. to 27th St. Length: _211 LF Avg. Width: _12.5' (Varies) Street Area: _290 SY Milling Area: 290 SY Base Heave Repair: 0 SY Catch Basin Rehabilitation: 0 EA Soft Area Repair: 0 SY Manhole Adjustment Riser Rings: 0 EA Lamphole Adjustment Riser Rings: 0 EA 2" Binder Course: 32 Tons Adjust/Replace Concrete Driveway: 0 SF 1_" Wearing Course: 23 Tons Underdrain: 0 LF Special Notes: Very Narrow Alley - Use Small Equipment Mill and Pave Binder Course on the same day Super-elevated Crown Install Wedge Curb as shown Eliminate Water Problems Base thickness undetermined Test mill as specified; Use Small Equipment and Trucks; Due to paving depth, mill and pave binder course on the same day; Mill the cartway and returns _3_" depth or to brick or concrete or as determined by test milling; improve crown and slope where needed and where shown to eliminate water puddles; cut keyways as needed; clean the surfaces with a power broom, remove all chunks; determine manholes and lamp holes which require adjustment and, furnish and properly install manhole and lamp hole risers as specified and as directed, adjust slope and grade if needed; test roll for soft areas; repair soft areas where directed (by milling an additional 4" depth, compacting the sub-base, and placing good clean millings free of clumps and excess dust, 4" thick after compaction and compact fully; obtain required utility valve risers from utility companies as needed in advance; sweep the surface with a power broom; place tack coat, and; on the same day as milling, pave binder course 2" average thickness after compaction (or 1_" if necessary due to milling depth); form and improve crown and slope; properly install utility company valves as needed for binder and wearing course pavement; pave cartway with wearing course 1_" depth after compaction to match or improve the original grade and to eliminate water puddles and install/replace wedge curb as shown; fill voids in concrete curbs with wearing course and compact; seal all edges and joints and around all inlets, manholes, catch basins, lampholes and utility boxes/valves as required; clean asphalt debris, gravel, crumbs, etc. from all streets, adjacent streets, catch basins and manholes, etc.; see plans & specifications for additional information. "L" Shaped Alley No. 2 From Irwing Street St. to 26th St. Length: _183 LF Avg. Width: _14.5' (Varies) Street Area: _290 SY Milling Area: 290 SY Base Heave Repair: 0 SY Catch Basin Rehabilitation: 0 EA Soft Area Repair: 0 SY Manhole Adjustment Riser Rings: 0 EA Lamphole Adjustment Riser Rings: 1 EA 2" Binder Course: 32 Tons Adjust/Replace Concrete Driveway: 0 SF 1_" Wearing Course: 24 Tons Underdrain: 0 LF Special Notes: Very Narrow Alley - Use Small Equipment Very Flat Slope (<0.5%) - See Elevation Table Profile Alley to Eliminate Water Problems Mill and Pave Binder Course on the same day Super-elevated Crown Base thickness undetermined Test mill as specified; Use Small Equipment and Trucks; Due to paving depth, mill and pave binder course on the same day; Profile mill and pave very carefully to eliminate water puddles; Mill the cartway and returns _3_" depth or to brick or concrete or as determined by test milling; improve crown and slope where needed and where shown to eliminate water puddles; cut keyways as needed; clean the surfaces with a power broom, remove all chunks; determine manholes and lamp holes which require adjustment and, furnish and properly install manhole and lamp hole risers as specified and as directed, adjust slope and grade if needed; test roll for soft areas; repair soft areas where directed (by milling an additional 4" depth, compacting the sub-base, and placing good clean millings free of clumps and excess dust, 4" thick after compaction and compact fully; obtain required utility valve risers from utility companies as needed in advance; sweep the surface with a power broom; place tack coat, and; on the same day as milling, pave binder course 2" average thickness after compaction (or 1_" if necessary due to milling depth); form and improve crown and slope; properly install utility company valves as needed for binder and wearing course pavement; pave cartway with wearing course 1_" depth after compaction to provide positive slope, improve the grade and to eliminate water puddles, install/replace wedge curb as shown; fill voids in concrete curbs with wearing course and compact; seal all edges and joints and around all inlets, manholes, catch basins, lampholes and utility boxes/valves as required; clean asphalt debris, gravel, crumbs, etc. from all streets, adjacent streets, catch basins and manholes, etc.; see plans & specifications for additional information.