cedar_ave_bid_form_(2).pdf

PDF 198 KB Posted

Attached to
Cedar Avenue Streetscape Maintenance State and local contract opportunity
Solicitation number
2025-ITB-064
Issued by
Lackawanna County, Mount Aetna CDP, Pennsylvania

About this file

This is a Bid Form document for the City of Scranton's Cedar Avenue (SR3023) Improvements project, involving street and sidewalk reconstruction. The bid covers two primary scopes: a Base Bid for Hickory Street to Orchard Street intersection improvements and an Alternate Bid for Alder Street to Hickory Street intersection improvements. The project includes site demolition, sidewalk improvements, and roadway reconstruction for both northbound and southbound lanes, with specific work including concrete sidewalk installation, curb removal and replacement, utility valve resets, signage installation, tree removal, excavation, pavement removal, asphalt resurfacing, and related infrastructure upgrades. Sealed bids are due via the City of Scranton's OpenGov Procurement system, with bids required to remain firm for 60 days from the receipt date.

The bid form provides detailed quantitative breakdowns for each project phase, including specific measurements for excavation (cubic yards), concrete and asphalt work (square yards), curb removal (linear feet), and other technical specifications. The document allows bidders to quote unit prices for various construction elements, with the Owner retaining the right to award any or all base and alternate bids based on the best interest of the city. The project appears to be funded through municipal infrastructure improvement channels, with precise budget allocations to be determined through the bidding process. Technical specifications include precise material requirements such as Superpave asphalt mix designs, specific stone base specifications, and detailed traffic management and erosion control provisions.

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Other files for this state and local contract opportunity

Other files attached to Cedar Avenue Streetscape Maintenance, newest first.
File Type Posted
Cedar_Avenue_Streetscape_Maintenance_(Addendum_#1_Revision).pdf PDF
cedar_ave_specs_(1)_updated.pdf PDF
cedar_ave_full_plans_updated_(1).pdf PDF
Federal_Certification_Regarding_Lobbying_as_of_8.9.24.pdf PDF
Bid_Form_Template_9.17.24.docx DOCX document

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Text version

BID FORM (STIPULATED SUM) 004113-1

SECTION 004113 – BID FORM

TO: City of Scranton FROM:

Office of Community Development

340 N. Washington Avenue Bidder’s Name

Scranton, PA 18503

Address

Phone Number

Email Address

State of Incorporation

I, the undersigned, having familiarized (him/herself) (itself) (themselves) with the existing conditions of the project areas affecting the cost of the work and with the "Contract Documents,” including the Agreement on file in the office of the Engineer, hereby proposes to furnish all supervision, technical personnel, labor, materials, machinery, tools, appurtenances, equipment and services, including utility, transportation services, and traffic control, required to perform and complete this contract, all in accordance with the Contract Documents, including addenda (if required), for the following lump sum prices.

In submitting this Bid, Bidder represents, as more fully set forth in the agreement, that Bidder has examined and carefully studied the Bidding Documents and Drawings and has observed the site conditions.

Contractor shall be completely familiarized with all contract documents. By submitting a cost proposal to complete the work, the contractor represents that they are familiar with the conditions under which the work will be performed.

BID FORM (STIPULATED SUM) 004113-2

Base Bid Hickory Street to Orchard St. Intersection:

Reference Description Unit Quantity Unit Price Total

0608-0001 Mobilization/Demobilization

LS

9000-0001 Erosion and Sediment Control

LS 1

9000-0004 Existing Utility Pole Shoring (along Existing Curb Lines)

0901-0001 Maintenance and Protection of Traffic

Site Demolition (North Bound Lane)

0230-0004 Class 1B Excavation (Sidewalk) CY 50

4630-0010 Concrete Curb removal LF 596

9000-0004 Treewells removal EA 11

9810-0052 Tree Removal LS 1

0971-0001 Existing Signage Removal, Including Post and Base Ea. 7

Site Demolition (South Bound Lane)

0230-0004 Class 1B Excavation (Sidewalk) CY 60

4630-0010 Concrete Curb removal LF 667

9000-0004 Treewells removal EA 8

9810-0052 Tree Removal LS 1

Base Ea. 9

Sidewalk Improvement (Northbound Lane)

4676-0001 8ft Wide Concrete Sidewalk (Wide approx.), 4" depth, Class A SY 588

0703-0025 Subbase 6" depth, AASHTO #57 SY 588

4630-0010 4" High Concrete Curb, Class A (Approx.

height, match Existing) LF 596

0460-0001 Asphalt Tack Coat SY 132

9000-0007 Reset Existing Utility valves Structures LS 1

4676-0003 Reinforced Concrete Driveway Apron Ea 4

4676-0003 Reinforced Concrete Sidewalk Apron Ea 1

9931-0003 Proposed Signage, installed with base, Completed Ea 7

Sidewalk Improvement (Southbound Lane)

4" depth, Class A SY 697

0703-0025 Subbase 6" depth, AASHTO #57 SY 697 height, match Existing) LF 667

0460-0001 Asphalt Tack Coat SY 148

4676-0003 Reinforced Concrete Sidewalk Apron Ea 3

Completed Ea 9

BID FORM (STIPULATED SUM) 004113-3

Roadway Improvement Hickory

(Northbound Lane)

4203-0004 Class 1B Excavation (PA-DOT ROW) CY 3

4491-0001 Pavement Removal 7" (Full Depth Replacement) SY 137

0413-0248 *Superpave Asphalt mix design, Wearing Course, PG 64S-22, <0.3 Million ESALS, 9.5mm Mix, 1.5" Depth, SRL-L SY 137

0313-0323 *Superpave Asphalt mix design, Base

25mm Mix, Depth to match existing SY 137

4350-0121 Subbase 6" Depth (2A) Stone Base SY 137

0460-0001 Asphalt Tack Coat SY 137

0203-0006 Pavement Sawcut (Min. 2ft wide) LF 571

Roadway Improvement Hickory

(Southbound Lane)

4203-0004 Class 1B Excavation (PA-DOT ROW) CY 5

Replacement) SY 154

9.5mm Mix, 1.5" Depth, SRL-L SY 153

25mm Mix, Depth to match existing SY 153

4350-0121 Subbase 6" Depth (2A) Stone Base SY 153

0460-0001 Asphalt Tack Coat SY 153

0203-0006 Pavement Sawcut (Min. 2ft wide) LF 692

Alternate Bid Alder St. to Hickory St. Intersection:

Reference Description Unit Quantity Unit Price Total

Site Demolition (North Bound Lane)

0230-0004 Class 1B Excavation (Sidewalk) CY 25

4630-0010 Concrete Curb removal LF 310

9000-0004 Treewells removal EA 6

9810-0052 Tree Removal LS 1

Base Ea. 2

Site Demolition (South Bound Lane)

0230-0004 Class 1B Excavation (Sidewalk) CY 25

4630-0010 Concrete Curb removal LF 300

9000-0004 Treewells removal EA 6

9810-0052 Tree Removal LS 1

Base Ea. 4

Sidewalk Improvement (Northbound Lane)

4" depth, Class A SY 322

BID FORM (STIPULATED SUM) 004113-4

0703-0025 Subbase 6" depth, AASHTO #57 SY 322 height, match Existing) LF 310

0460-0001 Asphalt Tack Coat SY 70

4676-0003 Reinforced Concrete Driveway Apron Ea 1

Completed Ea 2

Sidewalk Improvement (Southbound Lane)

4" depth, Class A SY 313

0703-0025 Subbase 6" depth, AASHTO #57 SY 313 height, match Existing) LF 300

0460-0001 Asphalt Tack Coat SY 67

Completed Ea 4

Alternate Bid – Roadway Improvement

(Northbound Lane)

4203-0004 Class 1B Excavation (PA-DOT ROW) CY 2

Replacement) SY 69

9.5mm Mix, 1.5" Depth, SRL-L SY 69

25mm Mix, Depth to match existing SY 69

4350-0121 Subbase 6" Depth (2A) Stone Base SY 69

0460-0001 Asphalt Tack Coat SY 69

0203-0006 Pavement Sawcut (Min. 2ft wide) LF 309

Alternate Bid – Roadway Improvement

(Southbound Lane)

4203-0004 Class 1B Excavation (PA-DOT ROW) CY 2

Replacement) SY 68

9.5mm Mix, 1.5" Depth, SRL-L SY 68

25mm Mix, Depth to match existing SY 68

4350-0121 Subbase 6" Depth (2A) Stone Base SY 68

0460-0001 Asphalt Tack Coat SY 68

0203-0006 Pavement Sawcut (Min. 2ft wide) LF 301

BID FORM (STIPULATED SUM) 004113-5

BASE BID – NO. 1 “Scranton Cedar Avenue(SR3023) Improvements”

To provide all materials and labor necessary to construct the sidewalk improvements; for the sum of:

__________________________________________________Dollars $___________________________

(written) (numbers)

ALTERNATE BID – NO. 1 “Scranton Cedar Avenue(SR3023) Improvements”

To provide all materials and labor necessary to construct the sidewalk improvements; for the sum of:

__________________________________________________Dollars $___________________________

(written) (numbers)

I hereby acknowledge receipt of:

Addendum No._________dated______________

The Owner retains the right to award any or all of the Base and Alternate Bids based upon the best interest of the Owner.

Signature:

Title:

Date:

Sealed Bids due via the City of Scranton’s OpenGov Procurement, on or before the date and time set forth in the Invitation to Bid. Bids must be firm for 60 days from the date due for receipt of bids.

File details come from the government source that posted it. Updated .