01 20 00 Spec.pdf
PDF 152 KB Posted
- Attached to
- Cheatham Dam Stoplog Storage Slab Federal contract opportunity
- Solicitation number
- W912P522B0007
About this file
This document provides payment procedures for a construction contract to build a stoplog storage slab at Cheatham Lock in Tennessee. The contract includes payment items for mobilization, bonds, site excavation, concrete work, fencing installation and removal, asphalt and drainage work. Unit prices and measures are defined for each item. The specifications will be provided in an invitation for bid issued by the Nashville District of the US Army Corps of Engineers. The solicitation is for a firm fixed-price contract with a value between $1 million and $5 million to be awarded as a 100% small business set-aside. The NAICS code is 238110 for poured concrete foundation construction. The anticipated solicitation release date is June 7, 2022 and the System for Award Management registration is required to bid.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 01 20 00 SLSSlab Bid Schedule.pdf | ||
| 01 20 00 SLSSlab Bid Schedule.pdf | ||
| W912P522B0007 0002.pdf | ||
| 09 97 02 spec.pdf | ||
| Cheatham Stoplog Pad Bid Opening Info.pdf | ||
| Section 01 45 00 spec.pdf | ||
| CHEATHAM LOCK DAM SITE STOPLOG SLAB-ACCESS ROAD WIDENING (Amendment 01).docx | DOCX document | |
| Section 01 20 00 spec.pdf | ||
| Q12-30 35.pdf | ||
| W912P522B0007 0001 Amendment 1.pdf | ||
| US Citizen_Site Visit Form .pdf | ||
| FN _Site Visit Form.pdf | ||
| TSpecs_W912P522B0007_Cheatham Stoplog Storage Slab_RTA.pdf | ||
| TPlans_W912P522B0007_Cheatham Stoplog Storage Slab_RTA_All Signatures.pdf | ||
| PIEE Offeror Submittal Guide.pdf | ||
| PIEE Vendor Registration Guide.pdf | ||
| W912P522B0007 Cheatham Stoplog Storage Slab.pdf | ||
| Bid Schedule W912P522B0007 Cheatham Dam Stoplog Storage Slab.pdf |
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Text version
SECTION 01 20 00
PRICE AND PAYMENT PROCEDURES
08/15
PART 1 GENERAL
1.1 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-03 Product Data
Weight Certificates
1.2 PAYMENT ITEMS
Payment items for the work of this contract are listed in the SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular payment item, are included in the listed job item most closely associated with the work involved. The payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.
1.2.1 Mobilization and Demobilization
1.2.1.1 Payment
Payment will be made for costs associated with mobilization and demobilization, as defined in Contract Clause 252.236-7004 PAYMENT FOR MOBILIZATION AND DEMOBILIZATION. Payment will be made at the single job pay item for "Mobilization and Demobilization".
1.2.1.2 Unit of Measure
Unit of measure: Job (JB).
1.2.2 Performance and Payment Bonds
1.2.2.1 Payment
Payment will be made for Performance and Payment Bonds that are required as part of this contract in accordance with Contract Clause 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS. Payment for the premiums for performance and payment bonds will be made at the contract price per Job for "Performance and Payment Bonds." The Government will pay the actual cost of acceptable performance and payment bonds or the Contractor's bid price, whichever is less. Payments made under this provision shall not exceed the amount included for "Performance and Payment Bonds," which payment shall take into consideration any discounts or rebates to the Contractor from the Surety. The Contractor is advised that the pay item "Performance and Payment Bonds" is only for the cost of bonds. Other costs should be allocated to the appropriate payment items. The Contractor shall provide evidence of payment (paid invoice) from the bonding company or agency. If the actual cost of the bonds is less than the payment item amount, the contract will be modified to adjust the payment item accordingly.
1.2.2.2 Unit of Measure
Unit of measure: Job (JB).
1.2.3 Cast-in-Place Stoplog Storage Slab
1.2.3.1 Payment
Payment will be made for furnishing all plant, labor, and material for constructing the Stoplog Storage Slab at Cheatham Lock in accordance with the contract drawings and specifications. Payment includes all costs associated with, but is not limited to, erosion control best management practices,excavation and disposal of material, surveying for layout, filter material, aggregate base material placement and compaction, concrete form work, concrete and steel reinforcement construction, leveling, jointing, all administrative requirements for the items listed above, to include as-builts development, and all other efforts, materials and equipment required to complete this project.
1.2.3.2 Unit of Measure
Unit of measure: Job (JB).
1.2.4 Grounding Mat Relocation
1.2.4.1 Payment
Payment will be made for furnishing all plant, labor, and material for relocating the grounding mat at Cheatham Lock in accordance with the contract drawings and specifications. Payment includes all costs associated with, but is not limited to, erosion control best management practices, excavation and disposal of material, surveying for layout, all administrative requirements for the items listed above, to include as-builts development, and all other efforts, materials and equipment required to complete this project.
1.2.4.2 Unit of Measure
Unit of measure: Job (JB).
1.2.5 Sawcut and Removal of Asphaltic Concrete, Milling of Asphalt Pavement, and Removal of Concrete Curbing
1.2.5.1 Payment
Payment for sawcutting and removing asphaltic concrete, milling of 1 1/2" of asphalt pavement, and removal of concrete curbing will be made at the contract unit measure of Job which shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and performing all operations necessary for safely sawcutting and removing concrete, milling of 1 1/2" of asphalt pavement, and removal of concrete curbing in accordance with Section 02 41 00 DEMOLITION AND DECONSTRUCTION. No payment for sawcutting and removal of concrete, milling of 1 1/2" of asphalt pavement, and removal of concrete curbing will be made until acceptance by the Contracting Officer or his/her representative.
1.2.5.2 Unit of Measure
Unit of measure: Job (JB).
1.2.6 Stoplog Lateral Support Structures
1.2.6.1 Payment
Payment will be made for furnishing all plant, labor, and material for constructing the stoplog lateral support structures at Cheatham Lock in accordance with the contract drawings and specifications. Payment includes all costs associated with, but is not limited to, surveying for layout, all administrative requirements for the items listed above, to include as-builts development, and all other efforts, materials and equipment required to complete this project.
1.2.6.2 Unit of Measure
Unit of measure: Job (JB).
1.2.7 Miscellaneous Drainage Improvements
1.2.7.1 Payment
Payment will be made for furnishing all plant, labor, and material for constructing the miscellaneous drainage improvements in accordance with the contract drawings and specifications. Payment includes all costs associated with, but is not limited to, surveying for layout, all administrative requirements for the items listed above, to include as-builts development, and all other efforts, materials and equipment required to complete this project.
1.2.7.2 Unit of Measure
Unit of measure: Job (JB).
1.2.8 Site Excavation
1.2.8.1 Payment
Payment for site excavation will be made at the contract unit price per Cubic Yard which price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and performing all operations necessary to perform excavation of the site for the stoplog slab. No payment for site excavation will be made until acceptance by the Contracting Officer or his/her representative.
1.2.8.2 Measurement
Site excavation will be measured for payment by the Cubic Yard.
1.2.8.3 Unit of Measure
Unit of measure: Cubic Yard (CY).
1.2.9 Tree Removal
1.2.9.1 Payment
Payment will cover all costs associated with Tree Removal. This price shall constitute full compensation for furnishing all labor, equipment, materials, and performing all operations necessary for tree removal.
1.2.9.2 Measurement
Payment will be made at the contract unit price for each tree selected for removal.
1.2.9.3 Unit of Measure
Unit of measure: Each (EA).
1.2.10 Concrete Pavement Removal(Sidewalk and Various Slabs)
1.2.10.1 Payment
Payment for Concrete Slab Removal will be made at the contract unit price per Square Yard which price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and performing all operations necessary removing concrete slabs as indicated and specified in the drawings and specifications.
1.2.10.2 Measurement
Slab areas to be removed will be measured for payment by the Square Yard.
1.2.10.3 Unit of Measure
Unit of measure: Square Yard (SY).
1.2.11 Topsoil Stripping
1.2.11.1 Payment
Payment for topsoil stripping will be made at the contract unit price per Square Yard which price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and performing all operations necessary to perform the stripping of the site. No payment for topsoil stripping will be made until acceptance by the Contracting Officer or his/her representative.
1.2.11.2 Measurement
Topsoil Stripping will be measured for payment by the Square Yard.
1.2.11.3 Unit of Measure
Unit of measure: Square Yard (SY).
1.2.12 Asphaltic Concrete
1.2.12.1 Payment
Payment for the laying of both Base and Surface courses of Asphaltic Concrete will be made at the contract unit price per Ton with both Base and Surface coursesfalling under a single line item on the bid schedule. Price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and performing all operations necessary to perform the laying of both Base and Surface courses of Asphaltic Concrete.
No payment for the laying of both Base and Surface courses of Asphaltic Concrete will be made until acceptance by the Contracting Officer or his/her representative.
No measurement will be taken for the Prime and Tack coats. It will be considered incidental to the laying of both Base and Surface courses of Asphaltic Concrete.
1.2.12.2 Measurement
Laying of both Base and Surface courses of Asphaltic Concrete will be measured for payment by the Ton.
1.2.12.3 Unit of Measure
Unit of measure: Ton (TN).
1.2.13 Aggregate Backfill
1.2.13.1 Payment
Payment for aggregate backfill will be made at the contract unit price per Ton which price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and performing all operations necessary to perform the aggregate backfill for the stoplog slab. No payment for aggregate backfill will be made until acceptance by the Contracting Officer or his/her representative.
1.2.13.2 Measurement
Aggregate backfill will be measured for payment by the Ton.
1.2.13.3 Unit of Measure
Unit of measure: Ton (TN).
1.2.14 Removal of 7' Security Fence
1.2.14.1 Payment
Payment for the removal of 7' security fence will be made at the contract unit price per Linear Foot which price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and performing all operations necessary to perform the fence removal. No payment for the removal of 7' Security Fence will be made until acceptance by the Contracting Officer or his/her representative.
1.2.14.2 Measurement
Removal of 7' Security Fence will be measured for payment by the Linear Foot.
1.2.14.3 Unit of Measure
Unit of measure: Linear Foot (LF).
1.2.15 Removal of CMP Culvert
1.2.15.1 Payment
Payment for the removal of CMP Culvert will be made at the contract unit price per Linear Foot which price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and performing all operations necessary to perform the Culvert removal.
1.2.15.2 Measurement
Removal of CMP Culvert will be measured for payment by the Linear Foot.
1.2.15.3 Unit of Measure
Unit of measure: Linear Foot (LF).
1.2.16 Removal of Asphalt Pavement
1.2.16.1 Payment
Payment for the removal of Asphalt Pavement will be made at the contract unit price per Square Yard which price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and performing all operations necessary to perform the Asphalt Pavement removal.
1.2.16.2 Measurement
Removal of Asphalt Pavement will be measured for payment by the Square yard.
1.2.16.3 Unit of Measure
Unit of measure: Square Yard (SY).
1.2.17 Install Parking Lot Curbstops
1.2.17.1 Payment
Payment will cover all costs associated with the installation of parking lot curbstops. This price shall constitute full compensation for furnishing all labor, equipment, materials, and performing all operations necessary for installation of parking Lot Curbstops.
1.2.17.2 Measurement
Payment will be made at the contract unit price for each Parking Lot Curbstop.
1.2.17.3 Unit of Measure
Unit of measure: Each (EA).
1.2.18 Installation of 7' Security Fence w/ Security Gate
1.2.18.1 Payment
Payment for the Installation of 7' Security Fence w/ Security Gate will be made at the contract unit price per Linear Foot which price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and performing all operations necessary to perform the fence and gate installation. No payment for the Installation of 7' Security Fence w/ Security Gate will be made until acceptance by the Contracting Officer or his/her representative.
1.2.18.2 Measurement
Installation of 7' Security Fence w/ Security Gate will be measured for payment by the Linear Foot.
1.2.18.3 Unit of Measure
Unit of measure: Linear Foot (LF).
1.2.19 Removal of Mountable Curbing
1.2.19.1 Payment
Payment for the Removal of Mountable Curbing will be made at the contract unit price per Linear Foot which price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and performing all operations necessary to perform the Mountable Curb removal.
No payment for the Removal of Mountable Curbing will be made until acceptance by the Contracting Officer or his/her representative.
1.2.19.2 Measurement
Removal of Mountable Curbing will be measured for payment by the Linear Foot.
1.2.19.3 Unit of Measure
Unit of measure: Linear Foot (LF).
1.2.20 Installation of Mountable Curbing
1.2.20.1 Payment
Payment for the Installation of Mountable Curbing will be made at the contract unit price per Linear Foot which price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and performing all operations necessary to perform the Mountable Curb installation. No payment for the Installation of Mountable Curbing will be made until acceptance by the Contracting Officer or his/her representative.
1.2.20.2 Measurement
Installation of Mountable Curbing will be measured for payment by the Linear Foot.
1.2.20.3 Unit of Measure
Unit of measure: Linear Foot (LF).
1.2.21 Seeding and Mulching
1.2.21.1 Payment
Payment will cover all costs associated with seeding, mulching, incorporating, protecting, and maintaining. This price shall constitute full compensation for furnishing all plants, labor, equipment, materials, and performing all operations necessary for placing and maintaining seed and mulch as specified in Section 32 92 19 SEEDING. No payment for seeding and mulching will be made until acceptance by the Contracting Officer or his/her representative. Payment will be made for costs associated with satisfactory performance of seeding.
1.2.21.2 Unit of Measure
Unit of measure: Job (JB).
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
3.1 CONTRACT COST BREAKDOWN
The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.
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