20-11.0 STREET SCHEDULE.pdf
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- COMMUNITY CENTER ARCHITECTURAL DESIGN SERVICES
- Solicitation number
- Not on record
- Issued by
- Delaware County, Pennsylvania
About this file
This is a street schedule bid tab document for Upper Darby Township, Delaware County, Pennsylvania, detailing the 2026 Resurfacing of Various Streets project. The project encompasses pavement repairs, milling, and wearing course installation across 54 street segments throughout the Township, along with associated striping and marking work. Base bid items (#1-1 through #1-54) include 1,000 square yards of 4-inch base repair, 100 tons of leveling course, and approximately 100,000 square yards of milling and 9.5mm wearing course work distributed across streets including Cheswold Road, Redden Road, Lindale Avenue, Concord Avenue, Ormond Avenue, Edmonds Avenue, Highland Avenue, and numerous others. Alternate bid items (#2-1 through #2-41) specify pavement markings including yellow line striping, white crosswalk and parking striping, stop bars, railroad crossing markings, and ladder crosswalks, measured in linear feet. The document presents a line-item format with quantities and unit types (square yards, tons, linear feet, and each) but shows all unit prices and totals as blank, indicating this is a template for bidders to complete. Sealed bids are due April 3, 2026, at 11:00 AM prevailing time through PennBid online platform, with hard copies available for $100. Bidders must submit a certified check or bid bond of at least 10 percent of the total bid amount payable to Upper Darby Township.
All bidders must comply with Pennsylvania licensing requirements and bidders submitting bids of $100,000 or more must establish proof of competency and responsibility under the Township's Responsible Contractors Ordinance (RCO). Successful bidders will be required to furnish Performance and Labor and Material Bonds in 100 percent of the contract amount and a Maintenance Bond of 25 percent of the total contract price, along with Certificate of Insurance. The project requires payment of Pennsylvania Prevailing Wages as specified in bid documents. No bid withdrawal is permitted within 60 days after the scheduled closing time. The project involves both base bid and alternate bid components that bidders must price separately, with final pricing dependent on bidder submission and Township review.
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Text version
ITEM QUANTITY UNIT DESCRIPTION UNIT PRICE TOTAL
#1-1 1,000 SY 4" Base Repair 25mm -$ #1-2 100 TON Leveling Course 9.5mm -$ #1-3 4,711 SY Cheswold Rd – Burmont Rd to Marshall Rd – 1.5" Milling -$ #1-4 4,711 SY Cheswold Rd – Burmont Rd to Marshall Rd – 1.5" 9.5mm Wearing -$ #1-5 1,895 SY Redden Rd – Cheswold Rd to Childs Ave – 1.5" Milling -$ #1-6 1,895 SY Redden Rd – Cheswold Rd to Childs Ave – 1.5" 9.5mm Wearing -$ #1-7 11,523 SY Lindale Ave – Woodland Ave to Twp Line Rd – 1.5" Milling -$ #1-8 11,523 SY Lindale Ave – Woodland Ave to Twp Line Rd – 1.5" 9.5mm Wearing -$ #1-9 3,028 SY Concord Ave – Highland Ave to State Rd – 1.5" Milling -$
#1-10 3,028 SY Concord Ave – Highland Ave to State Rd – 1.5" 9.5mm Wearing -$ #1-11 2,629 SY Ormond Ave – Highland Ave to State Rd – 1.5" Milling -$ #1-12 2,629 SY Ormond Ave – Highland Ave to State Rd – 1.5" 9.5mm Wearing -$ #1-13 8,479 SY Edmonds Ave – Woodland Ave to Jones St – 1.5" Milling -$ #1-14 8,479 SY Edmonds Ave – Woodland Ave to Jones St – 1.5" 9.5mm Wearing -$ #1-15 2,330 SY Highland Ave – Ormond Ave to Woodland Ave – 1.5" Milling -$ #1-16 2,330 SY Highland Ave – Ormond Ave to Woodland Ave – 1.5" 9.5mm Wearing -$ #1-17 6,013 SY Sycamore Ave – Palmers Mill Rd to Garret Rd – 1.5" Milling -$ #1-18 6,013 SY Sycamore Ave – Palmers Mill Rd to Garret Rd – 1.5" 9.5mm Wearing -$ #1-19 497 SY Franklin Ave – Wynnbrook Rd to Dead End – 1.5" Milling -$ #1-20 497 SY Franklin Ave – Wynnbrook Rd to Dead End – 1.5" 9.5mm Wearing -$ #1-21 4,455 SY Bond Ave – Penn Ave to Ormond Ave – 1.5" Milling -$ #1-22 4,455 SY Bond Ave – Penn Ave to Ormond Ave – 1.5" 9.5mm Wearing -$ #1-23 6,041 SY Turner Ave – Garrett Rd to State Rd – 1.5" Milling -$ #1-24 6,041 SY Turner Ave – Garrett Rd to State Rd – 1.5" 9.5mm Wearing -$ #1-25 5,471 SY Mason Ave – School Ln to State Rd – 1.5" Milling -$ #1-26 5,471 SY Mason Ave – School Ln to State Rd – 1.5" 9.5mm Wearing -$ #1-27 4,880 SY Marvine Ave – Dead End to Agnew Dr – 1.5" Milling -$ #1-28 4,880 SY Marvine Ave – Dead End to Agnew Dr – 1.5" 9.5mm Wearing -$ #1-29 2,630 SY Huey Ave – Edmonds Ave to Burmont Rd – 1.5" Milling -$ #1-30 2,630 SY Huey Ave – Edmonds Ave to Burmont Rd – 1.5" 9.5mm Wearing -$
U:\Accounts\NORRB\_GENERAL\Misc. Projects\00105 - 2025 ROAD PROGRAM\Bid Tab
#1-31 772 SY Maplewood Ave – Meadowbrook Ave to Magnolia Ave – 1.5" Milling -$ #1-32 772 SY Maplewood Ave – Meadowbrook Ave to Magnolia Ave – 1.5" 9.5mm Wearing -$ #1-33 110 SY Mill St – Edmonds Ave to Dead End – 1.5" Milling -$ #1-34 110 SY Mill St – Edmonds Ave to Dead End – 1.5" 9.5mm Wearing -$ #1-35 724 SY Mccoy St – Edmonds Ave to Burmont Rd – 1.5" Milling -$ #1-36 724 SY Mccoy St – Edmonds Ave to Burmont Rd – 1.5" 9.5mm Wearing -$ #1-37 1,616 SY Randolph St – Edmonds Ave to Sloan St – 1.5" Milling -$ #1-38 1,616 SY Randolph St – Edmonds Ave to Sloan St – 1.5" 9.5mm Wearing -$ #1-39 773 SY Sloan St – Marshall Rd to Randolph St – 1.5" Milling -$ #1-40 773 SY Sloan St – Marshall Rd to Randolph St – 1.5" 9.5mm Wearing -$ #1-41 742 SY Cleveland Ave – Long Ln to N Church Ln – 1.5" Milling -$ #1-42 742 SY Cleveland Ave – Long Ln to N Church Ln – 1.5" 9.5mm Wearing -$ #1-43 5,281 SY Barrington Rd – Chestnut St to Marshall Rd – 1.5" Milling -$ #1-44 5,281 SY Barrington Rd – Chestnut St to Marshall Rd – 1.5" 9.5mm Wearing -$ #1-45 2,098 SY Heather Rd – Walnut St to Marshall Rd – 1.5" Milling -$ #1-46 2,098 SY Heather Rd – Walnut St to Marshall Rd – 1.5" 9.5mm Wearing -$ #1-47 3,067 SY Kent Rd – Walnut St to Marshall Rd – 1.5" Milling -$ #1-48 3,067 SY Kent Rd – Walnut St to Marshall Rd – 1.5" 9.5mm Wearing -$ #1-49 1,640 SY Walnut St – Kent Rd to Barrington Rd – 1.5" Milling -$ #1-50 1,640 SY Walnut St – Kent Rd to Barrington Rd – 1.5" 9.5mm Wearing -$ #1-51 1,778 SY Crosley Ave – Greenwood Ave to Dead End – 1.5" Milling -$ #1-52 1,778 SY Crosley Ave – Greenwood Ave to Dead End – 1.5" 9.5mm Wearing -$ #1-53 2,316 SY Long Lane – Marshall Rd to Bradford Rd – 1.5" Milling -$ #1-54 2,316 SY Long Lane – Marshall Rd to Bradford Rd – 1.5" 9.5mm Wearing -$
BASE BID -$
#2-1 650 LF Cheswold Rd – Burmont Rd to Marshall Rd – 4" Yellow Line Striping -$ #2-2 282 LF Cheswold Rd – Burmont Rd to Marshall Rd – 4" White Crosswalk Striping -$ #2-3 187 LF Cheswold Rd – Burmont Rd to Marshall Rd – 4" White Parking Striping -$ #2-4 15 LF Cheswold Rd – Burmont Rd to Marshall Rd – 24" White Stop Bar -$ #2-5 52 LF Redden Rd – Cheswold Rd to Childs Ave – 4" White Parking Striping -$ #2-6 140 LF Edmonds Ave – Woodland Ave to Jones St – 4" Yellow Line Striping -$ #2-7 374 LF Edmonds Ave – Woodland Ave to Jones St – 4" White Crosswalk Striping -$ #2-8 55 LF Edmonds Ave – Woodland Ave to Jones St – 24" White Stop Bar -$ #2-9 169 LF Edmonds Ave – Woodland Ave to Jones St – 4" White Parking Striping -$
#2-10 1 EA Edmonds Ave – Woodland Ave to Jones St – Railroad Crossing Marking -$ #2-11 126 LF Bond Ave – Penn Ave to Ormond Ave – 4" White Crosswalk Striping -$ #2-12 102 LF Bond Ave – Penn Ave to Ormond Ave – 4" White Parking Striping -$ #2-13 44 LF Turner Ave – Garrett Rd to State Rd – 24" White Stop Bar -$ #2-14 3 EA Turner Ave – Garrett Rd to State Rd – Railroad Crossing Marking -$ #2-15 54 LF Mason Ave – School Ln to State Rd – 4" White Crosswalk Striping -$ #2-16 101 LF Marvine Ave – Dead End to Agnew Dr – 4" White Crosswalk Striping -$ #2-17 43 LF Marvine Ave – Dead End to Agnew Dr – 4" White Parking Striping -$ #2-18 35 LF Huey Ave – Edmonds Ave to Burmont Rd – 4" Yellow Line Striping -$ #2-19 31 LF Huey Ave – Edmonds Ave to Burmont Rd – 24" White Stop Bar -$ #2-20 8 LF Mill St – Edmonds Ave to Dead End – 24" White Stop Bar -$ #2-21 1 EA Mill St – Edmonds Ave to Dead End – Railroad Crossing Marking -$ #2-22 47 LF Mccoy St – Edmonds Ave to Burmont Rd – 4" White Crosswalk Striping -$ #2-23 54 LF Mccoy St – Edmonds Ave to Burmont Rd – 4" White Parking Striping -$ #2-24 12 LF Mccoy St – Edmonds Ave to Burmont Rd – 24" White Stop Bar -$ #2-25 50 LF Randolph St – Edmonds Ave to Sloan St – 4" White Crosswalk Striping -$ #2-26 13 LF Randolph St – Edmonds Ave to Sloan St – 24" White Stop Bar -$ #2-27 307 LF Cleveland Ave – Long Ln to N Church Ln – 4" White Parking Striping -$ #2-28 170 LF Barrington Rd – Chestnut St to Marshall Rd – 4" White Parking Striping -$ #2-29 198 LF Heather Rd – Walnut St to Marshall Rd – 4" White Parking Striping -$ #2-30 41 LF Kent Rd – Walnut St to Marshall Rd – 4" White Crosswalk Striping -$ #2-31 186 LF Kent Rd – Walnut St to Marshall Rd – 4" White Parking Striping -$ #2-32 73 LF Walnut St – Kent Rd to Barrington Rd – 4" Yellow Line Striping -$ #2-33 86 LF Walnut St – Kent Rd to Barrington Rd – 4" White Crosswalk Striping -$ #2-34 18 LF Walnut St – Kent Rd to Barrington Rd – 24" White Stop Bar -$ #2-35 256 LF Crosley Ave – Greenwood Ave to Dead End – 4" White Parking Striping -$ #2-36 74 LF Long Lane – Marshall Rd to Bradford Rd – 4" Yellow Line Striping -$ #2-37 199 LF Long Lane – Marshall Rd to Bradford Rd – 4" White Crosswalk Striping -$ #2-38 104 LF Long Lane – Marshall Rd to Bradford Rd – 4" White Lane Striping -$ #2-39 35 LF Long Lane – Marshall Rd to Bradford Rd – 24" White Stop Bar -$ #2-40 1 EA Long Lane – Marshall Rd to Bradford Rd – Left Turn Only Marking -$ #2-41 65 LF Long Lane – Marshall Rd to Bradford Rd – 10' Wide x 18" Long Ladder Crosswalk @ 24" Spacing -$
ALTERNATE #1 BID -$
TOTAL BASE & ALTERNATE BID -$
File details come from the government source that posted it. Updated .