GATE_256574_Amendment1_QA_0001.docx
DOCX document 16 KB Posted
- Attached to
- GATE-PERFORM SURFACE REPAIRS-SAHO MUP Federal contract opportunity
- Solicitation number
- 140P2123R0010
About this file
This document contains questions and answers regarding a federal contract to perform surface repairs on a multi-use path trail at Gateway National Recreation Area. The contract involves removing asphalt millings and wood chips from the park. One person may fulfill the roles of project manager, superintendent, and safety manager provided they qualify for each role. The scope of work is amended to include paving a section of the pathway between two roads shown in a new drawing. Updated contract pricing includes costs for the paving work and deductions for replaced work. Bollards installed must be a minimum of 42 inches high and 4 inches in diameter, be flexible to bend on impact, and bolt to concrete foundations. A single lift of slurry seal will be installed on the surface course pavement only at an application rate of 10 to 14 pounds per square yard. The related federal contract opportunity is for surface repairs at Gateway National Recreation Area and is issued by the National Park Service.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140P2123R0010_Amd_0002.pdf | ||
| PMIS_256574_Amendment2_(2)_0002.docx | DOCX document | |
| B11_PreProposalMeeting_-GATE_256574_SITE_VISIT_AGENDA_(1)_(1)_0001.docx | DOCX document | |
| PMIS_256574_MUP_Rehabilitation_Contract_Option_2_0001.pdf | ||
| Sol_140P2123R0010_Amd_0001.pdf | ||
| Site_Visit_Attendance_0001.pdf | ||
| PMIS_256574_ContractPriceSchedule_Template_Amendment_0001.xlsx | XLSX spreadsheet | |
| ATTACHMENT_4_B08_General_References.pdf | ||
| ATTACHMENT_5_E15_Deliverables_LmtOnSubconRpt_REQD.xlsx | XLSX spreadsheet | |
| Sol_140P2123R0010.pdf | ||
| ATTACHMENT_3_B08_Experience.docx | DOCX document | |
| ATTACHMENT_1_A04_PMIS_256574_Scope_of_Work_MUP_(3).pdf | ||
| ATTACHMENT_2_B03_NJ20230037.pdf |
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Text version
PERFORM SURFACE REPAIRS ON MULTI USE PATH TRAIL
GATEWAY NATIONAL RECREATION AREA – PMIS #256574
1. Q: What should the construction contractor do with the asphalt millings?
A: Millings shall be removed from the park.
2. Q: What should the construction contractor do with the wood chips from the landscaping work?
A: Wood chips shall be removed from the park.
3. Q: Would it be possible for one person to fulfill the roles of project manager, superintendent, and safety manager simultaneously?
A: One person may fulfill the role of the project manager, superintendent, and safety manager as long as that person qualifies for each role. It is also acceptable for different persons to occupy each role as long as each person qualifies for each role.
4. Q: In the section marked K on sheet C6, the specification drawings call for crack sealing and slurry sealing. This section of the multi-use path trail is at the end of its service life and it is showing alligator cracking. Would it not be a better treatment to repave this section?
A: The scope of work is amended to include Option 2, which includes paving the section of pathway between Hartshorne Dr. and Magruder Rd. in Guardian Park. This area is marked as section K on drawing C6. The specifications for this section of paving are shown in the new drawing C9. There is an updated contract price schedule with information related to this amendment. The updated contract price schedule for Option 2 includes a line for the cost for the paving work, a line to deduct the cost of the slurry seal and crack fill work for this section, and a line for the net cost for this option.
5. Q: Is there any specific brand and model bollard that is being figured? What size bollard is being called for? The detail shows a 16” diameter footing, but does not show any length or width measurements for the cross section of the bollard.
A: Minimum height is 42”. Minimum diameter is 4”. No brand is specified. Bollard shall be flexible or bendable such that it will bend when impacted by a car. It shall have a base that can bolt to the inserts in the foundation.
6. Q: Refer to spec section 32 12 36 – Slurry Seal, Paragraph E. Slurry Seal Application. Table 421.03.04-1 states that type 1 slurry seal should be installed on the surface course and intermediate course at an application rate of 10-14 lbs/sy. Please confirm if the intent is to install one lift of slurry seal on surface course or intermediate course pavement surfaces or if it is to install two lifts of slurry seal, one on the intermediate course and one on the surface course.
A: The intent is to install one lift of slurry seal on top of the surface course.
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