Keyser_Valley_Stormwater_Bid_Form_Contract_26-2.xlsx

XLSX spreadsheet 199 KB Posted

Attached to
Keyser Valley Stormwater improvements contract 2 State and local contract opportunity
Solicitation number
2026-ITB-122
Issued by
Lackawanna County, Mount Aetna CDP, Pennsylvania

About this file

This is a unit pricing bid form for the City of Scranton Department of Business Administration's Keyser Valley Stormwater Improvements Contract 2, a comprehensive civil construction project in Lackawanna County, Pennsylvania. The project encompasses 74 line items of work extending from the intersection of Briggs Street and Horatio Avenue to above Newton Road, including site clearing and grubbing (56,336 square yards), excavation (55,900 cubic yards), installation of storm drainage piping ranging from 15 to 54 inches in diameter (4,123 linear feet), construction of inlet boxes and storm manholes at various depths, regional detention basin development with 11,000 cubic yards of clay core, channel work with riprap and vegetated swales, utility installations, asphalt and concrete removal and restoration, fencing installation, landscaping, and roadway surface restoration on both City and PennDOT rights-of-way. Sealed bids are due by 11:00 a.m. on Thursday, April 9, 2026 (with a later deadline of 11:30 a.m. on April 16, 2026 indicated in supplementary documents), submitted electronically through the City's e-Procurement Portal at https://secure.procurenow.com/portal/scrantonpa, with public bid opening to follow immediately in City Council Chambers. A non-mandatory pre-proposal meeting is scheduled for April 2, 2026, at noon in City Hall, and the deadline for submitting technical questions via the portal's Q&A function is April 6, 2026, at 11:59 p.m. Project milestones include substantial completion of proposed piping by September 18, 2026; completion of earthmoving at the detention basin by October 16, 2026; final pavement completion by June 18, 2027; and overall project completion by July 16, 2027.

Bidders must submit unit prices for each of the 74 line items with estimated quantities provided, and the total contract value will be calculated based on the submitted unit prices. The bid form currently displays error messages and zero dollar amounts, indicating it requires bidder completion of pricing information. A 5 percent bid bond is required with submission, and the successful bidder must furnish performance and payment bonds each equal to 100 percent of the contract price. Progress payments will be made monthly at 90 percent of completed work value with 10 percent retainage until substantial completion, after which payment increases to 100 percent less punch list amounts. The contract is subject to prevailing wage requirements under the Davis-Bacon Act and Pennsylvania prevailing wage determinations, with weekly certified payroll submissions required. The project is funded through the American Rescue Plan Act (ARPA), and liquidated damages of $500 per day apply for delays, while incentive bonuses of $1,000 per day up to $35,000 are available for early completion. Bidders must demonstrate a minimum of five years of experience under their current business name and possess valid contractor licensing for the applicable work type in Scranton.

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Other files for this state and local contract opportunity

Other files attached to Keyser Valley Stormwater improvements contract 2, newest first.
File Type Posted
Keyser_Valley_Stormwater_improvements_contract_2_(Addendum_#5_Revision).pdf PDF
Keyser_Valley_Stormwater_improvements_contract_2_(Addendum_#5_Revision).pdf PDF
Keyser_Valley_Stormwater_improvements_contract_2.pdf PDF
00_Contract_26-2_Scranton_Cover.pdf PDF
Keyser_valley_stormwater_Construction_Documents.pdf PDF
00_Contract_26-2_Scranton_Cover.pdf PDF
00_Contract_26-2_Scranton_Cover.pdf PDF
04_Contract_26-2_Regional_Basin_Driveway_HOP.pdf PDF
HOP_plans_for_utility_installations.pdf PDF
04_Contract_26-2_Regional_Basin_Driveway_HOP.pdf PDF
KV_stormwater_contract_2_Technical_Specifications.pdf PDF
04_Contract_26-2_Regional_Basin_Driveway_HOP.pdf PDF
HOP_plans_for_utility_installations.pdf PDF
Keyser_valley_stormwater_Construction_Documents.pdf PDF
KV_stormwater_contract_2_Technical_Specifications.pdf PDF
Keyser_Valley_Stormwater_Bid_Form_Contract_26-2.xlsx XLSX spreadsheet
Keyser_valley_stormwater_Construction_Documents.pdf PDF
HOP_plans_for_utility_installations.pdf PDF
KV_stormwater_contract_2_Technical_Specifications.pdf PDF
Keyser_Valley_Stormwater_Bid_Form_Contract_26-2.xlsx XLSX spreadsheet
Bid_Form_Template_9.17.24.docx DOCX document
Federal_Certification_Regarding_Lobbying_as_of_8.9.24.pdf PDF
Bid_Form_Template_9.17.24.docx DOCX document
Bid_Form_Template_9.17.24.docx DOCX document
Federal_Certification_Regarding_Lobbying_as_of_8.9.24.pdf PDF
Federal_Certification_Regarding_Lobbying_as_of_8.9.24.pdf PDF
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LD Cost Estimate

ERROR:#VALUE!UNIT PRICING TABLE
Keyser Valley Stormwater ImprovementsERROR:#VALUE!
City of Scranton Lackawanna County Pennsylvania
Contract 26-2
March 25, 2026
LINE ITEMDESCRIPTIONQUANTITYUNIT OF MEASUREUNIT PRICETOTAL
1Mobilization and Demobilization (Limited to 5% of Total Base Bid)1LS$ - 0
2Construction Survey (Layout and as Built Drawings)1LS$ - 0
3Project Maintenance and Protection of Traffic1LS$ - 0
4Erosion and Sediment Controls1LS$ - 0
5Clear & Grub56,336SY$ - 0
6Utility Test Pits11EA$ - 0
71.5" Mill7,055SY$ - 0
8Demolition of Storm Lines1LS$ - 0
9Asphalt Removal1LS$ - 0
10Demolition of Miscellaneous Items1LS$ - 0
11Gravel Driveway Restoration80SY$ - 0
12Asphalt Driveway Restoration within City ROW195SY$ - 0
13Asphalt Driveway Restoration within PennDOT ROW35SY$ - 0
14Concrete Driveway Restoration60SY$ - 0
15Concrete Sidewalk Restoration10SY$ - 0
16Asphalt Sidewalk Restoration8SY$ - 0
17Earthwork, Excavation55,900CY$ - 0
18Earthwork, Fill/ Spoil on Site55,900CY$ - 0
19Fine Grading56,336SY$ - 0
20Clay Core for Regional Basin11,000CY$ - 0
2115" SLCPP with Trench Box212LF$ - 0
2218" SLCPP with Trench Box206LF$ - 0
2324" SLCPP with Trench Box180LF$ - 0
2430" SLCPP with Trench Box515LF$ - 0
2536" SLCPP with Trench Box222LF$ - 0
2642" SLCPP with Trench Box578LF$ - 0
2748" SLCPP with Trench Box756LF$ - 0
2854" SLCPP with Trench Box1,202LF$ - 0
2942" RCP with Trench Box152LF$ - 0
30Pipe Slope Anchors30EA$ - 0
31OS-1 (Regional Basin Outlet Structure)1LS$ - 0
32Concrete Anti Seep Collars for Regional Basin2EA$ - 0
33Concrete Cradle for Regional Basin58LF$ - 0
34Type M Inlet and Grate18EA$ - 0
35Type Double M Inlet and Grate1EA$ - 0
36Standard Inlet Box, Depth 2'-5'3EA$ - 0
37Standard Inlet Box, Depth 5'-10'3EA$ - 0
38Type 4 Inlet Box, Depth 5'-10'8EA$ - 0
39Type 4 Inlet Box, Depth 10'-20'1EA$ - 0
40Type 6 Inlet Box, Depth 5'-10'3EA$ - 0
41Type 6 Inlet Box, Depth 10'-20'1EA$ - 0
42Storm Manhole, Flat Top w/ Square Type 6 Box, Depth 5'-10'1EA$ - 0
43Storm Manhole, Flat Top w/ Square Type 6 Box, Depth 10'-20'4EA$ - 0
44Storm Manhole Flat Top Type 4, Depth 5'-10'2EA$ - 0
45Storm Manhole Flat Top Type 6, Depth 5'-10'2EA$ - 0
46Storm Manhole Type 4, Depth 5'-10'1EA$ - 0
47Storm Manhole Type 6, Depth 5'-10'5EA$ - 0
48Storm Manhole Type 6, Depth 10-20'7EA$ - 0
49Winged Headwall/Endwall, PennDOT Type DW 36" Pipe2EA$ - 0
50Winged Headwall/Endwall, PennDOT Type DW 42" Pipe1EA$ - 0
51Channel 2A, Vegetated Swale1LS$ - 0
52Channel 2B, Vegetated Swale1LS$ - 0
53Channel 2C, Vegetated Swale1LS$ - 0
54Channel 3, R-3 Riprap1LS$ - 0
55Channel 4, R-7 Riprap1LS$ - 0
56Channel 5, R-4 Riprap1LS$ - 0
57Rock Apron R-3 Riprap2EA$ - 0
58Rock Apron R-4 Riprap2EA$ - 0
59Rock Apron R-6 Riprap2EA$ - 0
60Residential Lawn Restoration, Seed and Top Soil2036SY$ - 0
61Seed and Top Soil54525SY$ - 0
62New Coniferous Trees22EA$ - 0
63Planting for bottom of Regional Basin1LS$ - 0
64Chain-link Fence, 4' Height2700LF$ - 0
65Double Swing Gate 14' Clear Opening1EA$ - 0
66Gravel Access Road1010SY$ - 0
67City Street, 6" 2A Stone2375SY$ - 0
68City Street, 4.5" Binder Course2375SY$ - 0
69PennDOT Road, 6" 2A Stone650SY$ - 0
70PennDOT Road, 5" Base Course650SY$ - 0
71PennDOT Road, 2.5" Binder Course650SY$ - 0
721.5" Wearing Course Overlay7055SY$ - 0
738" PennDOT Concrete Curb105LF$ - 0
74ADD ALTERNATE: Chain Link Fence, Height 6', In Lieu of 4' H Fence2700LF$ - 0

COST OF BASE BID: $

COST OF ALTERNATE 1: $

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Sheet1

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