Minooka_Stormwater_Improvements_bid_form.pdf
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- Attached to
- Minooka Stormwater Improvements Project
- Solicitation number
- 2025-ITB-092
- Issued by
- Lackawanna County, Morton Borough, Pennsylvania
About this file
This document is an EJCDC® C-410 Bid Form for a construction contract involving stormwater infrastructure improvements in three areas: Kane Street, Hamm Court and Winfield Avenue, and Colliery Avenue. The project includes multiple construction activities such as removing existing stormwater infrastructure, installing new pipes (RCP and SLCPP in various sizes from 18" to 36"), constructing inlet boxes and manholes, performing pavement work including milling and overlays, installing curbs and sidewalks, and completing restoration and landscaping work. The bid form provides detailed line items with estimated quantities for each specific task, with units ranging from linear feet (LF) to square yards (SY) and each unit having a designated estimated quantity.
The bid form indicates that unit prices include overhead and profit, and that estimated quantities are not guaranteed but are used solely for bid comparison. Final payment will be based on actual quantities determined in the contract documents. The project involves standard civil engineering infrastructure improvements with a comprehensive breakdown of tasks, allowing potential contractors to price each specific component of the work. The document does not specify exact budget amounts, funding sources, or contract duration, but provides a detailed itemized list that enables precise bidding and cost estimation for the proposed stormwater and roadway improvement project.
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EJCDC® C-410, Bid Form for Construction Contract.
Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.
KANE STREET, HAMM COURT AND WINFIELD AVENUE
Item No. Description Unit Estimated
Quantity Bid Unit
Price Bid Amount
1 Mobilization and Demobilization (Limited to 7% of Bid) LS 1
2 Erosion and Sediment Pollution Control LS 1 3 Project Maintenance and Protection of Traffic LS 1
4 Construction Surveying (Project Layout and As-Built Drawings) LS 1
5 Removal of Existing Stormwater Infrastructure not Incidental to New Pipe LF 30
6 Removal of Existing Stormwater Structures not Incidental to New Pipe EA 2
7 Flowable Fill, Abandon Existing Storm Sewer Pipe in Place CY 60
8 18” RCP, Shore/Trench Box LF 80 9 36” RCP, Shore/Trench Box LF 290
10 18” SLCPP, Shore/Trench Box LF 510 11 24” SLCPP, Shore/Trench Box LF 580 12 30” SLCPP, Shore/Trench Box LF 220 13 36” SLCPP, Shore/Trench Box LF 1300 14 Standard Inlet Box, Height <= 10’ EA 11 15 Type 4 Inlet Box, Height </= 10' EA 9 16 Type 4 Inlet Box, Height > 10' and </= 15' EA 1 17 Type M Frame & Bicycle Safe Grate EA 12
18 Type C Alternate Top Unit and w/ Frame & Bicycle Safe Grate EA 8
19 Type 5 Manhole, Height </= 10' EA 3 20 Type 5 Manhole, Height > 10' and </= 15' EA 4 21 Type 4 Manhole, Height </= 10’ EA 2 22 Stormwater Manhole Frame and Cover EA 10 23 Type D Endwall for 24” Pipe EA 2 24 Type D-W Endwall for 36” Pipe EA 1 25 Rock Apron, Class R-6 SY 20 26 Subbase 6" Depth (No. 2A) SY 1785 27 Base Course, 4" Depth SY 1785 28 Temporary Pavement Surface, 2" Depth SY 1785 29 Full Width Milling, 2" Depth SY 7300
30 Bituminous Concrete Wearing Course Full Width Overlay, 2" Depth SY 7300
31 Bituminous Concrete Curb LF 800 32 Plain Cement Concrete Curb LF 160 33 Plain Cement Concrete Sidewalk, 4” Depth SY 75 34 Detectable Warning Surfaces SF 8 35 Excavation, Swales CY 2,100 36 Rock Swale Lining, Class R-5 CY 650 37 Swale Lining Filter Stone, AASHTO #3 CY 130
38 Variable Depth Topsoil, Seed, and Mulch Restoration SY 1,200
39 8’ Chain Link Fence LF 290 40 8’ Chain Link Double Swing Gate EA 1 41 Utility Test Pits (As Directed) EA 12
TOTAL OF AREA – KANE STREET, HAMM COURT AND WINFIELD AVENUE ITEMS
EJCDC® C-410, Bid Form for Construction Contract.
Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.
COLLIERY AVENUE
Item No. Description Unit Estimated
Quantity Bid Unit
Price Bid Amount
1 Mobilization and Demobilization (Limited to 7% of Bid) LS 1
2 Erosion and Sediment Pollution Control LS 1 3 Project Maintenance and Protection of Traffic LS 1
4 Construction Surveying (Project Layout and As-Built Drawings) LS 1
5 18" SLCPP, Shore/Trench Box LF 900 6 Type 4 Inlet Box, Height </= 10' EA 1 7 Standard Inlet Box, Height </= 10' EA 6 8 Type M Frame and Bicycle Safe Grate EA 7 9 Type 4 Manhole, Height </= 10' EA 1
10 Stormwater Manhole Frame and Cover EA 1 11 Plain Cement Concrete Sidewalk, 4" Depth SY 10 12 Subbase 6" Depth (No. 2A) SY 550 13 Base Course, 4" Depth SY 550 14 Temporary Pavement Surface, 2" Depth SY 550 15 Partial Width Milling, 2" Depth SY 1,200
16 Bituminous Concrete Wearing Course Partial Width Overlay, 2" Depth SY 1,200
17 Bituminous Concrete Curb LF 950 18 Plain Cement Concrete Curb LF 10
19 Plain Cement Concrete Driveway Restoration, 6” Depth SY 10
20 Variable Depth Topsoil, Seed, and Mulch Restoration SY 100
21 Utility Test Pits (As Directed) EA 4
TOTAL OF AREA – COLLIERY AVENUE ITEMS
TOTAL OF BASE BID ITEMS: ________________________________________
B. Bidder acknowledges that:
1. Each Bid Unit Price includes an amount considered by Bidder to be adequate to cover Contractor’s overhead and profit for each separately identified item, and
2. Estimated quantities are not guaranteed, and are solely for the purpose of comparison of Bids, and final payment for all Unit Price Work will be based on actual quantities, determined as provided in the Contract Documents.
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