Att J-8_Seed Project Bid Schedule.pdf
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- Attached to
- FY25 Underground Utilities IDIQ Federal contract opportunity
- Solicitation number
- FA448424R0026
About this file
This document is a Bid Schedule for repairing the Potable Water System at the General Purpose Aircraft Shop, Building 1817, dated April 3, 2025, with solicitation number PTFL24-1007. The bid schedule includes seven distinct tasks: (1) Repair Potable Water System, (2) Connect Existing Fire Hydrant to New Water Main, (3) Remove Existing Fire Service Line, (4) Install an Insertion Valve on the Fire Service Line, (5) Hand Dig Around Unidentified and/or Unmarked Utilities, (6) Repair Damaged Unidentified and/or Unmarked Utilities, and (7) PFAS Testing for Dewatering. The document requires contractors to provide detailed pricing for materials, labor, and equipment for each task, with a strict requirement that bids must be itemized and no lump sum bids will be accepted. Contractors must also submit a Preliminary Project Schedule, and failure to provide a bid on all items will render the bid non-responsive.
The bid schedule includes comprehensive line items covering various aspects of utility work, such as silt fence installation, pipe laying, valve installations, excavation, site restoration, testing, and administrative elements like submittals and shop drawings. The pricing breakdown is meticulously structured, allowing for granular cost tracking across material, labor, and equipment categories for each task. The document is part of a larger federal contract opportunity for Underground Utilities at JB MDL NJ, issued by the Department of the Air Force Air Mobility Command, with the overall project involving repair and construction of water, sewer, and related infrastructure systems.
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Text version
Total Price
GRAND TOTAL
Notes:
Task 6: Repair Damaged Unidentified and/or Unmarked Utilities
1) Each task listed above shall include all work as described in the Task Order SOW, Drawings, and the IDIQ Contract Specifications and Drawings.
2) Material, labor, and equipment cost items shall be separated in the Bid Sheet. No lump sum bids will be accepted.
3)
4)
Task
Task 5: Hand Dig Around Unidentified and/or Unmarked Utilities
Task 1: Repair Potable Water System, General Purpose Aircraft Shop, B1817
Task 7: PFAS Testing for Dewatering
PTFL24-1007
REPAIR POTABLE WATER SYSTEM,
GENERAL PURPOSE AIRCRAFT SHOP, B1817
BID SCHEDULE
APRIL 3, 2025
Task 2: Connect Existing Fire Hydrant to New Water Main Task 3: Remove Existing Fire Service Line
Task 4: Install an Insertion Valve on the Fire Service Line
Failure to provide a bid on all items will render the bid non-responsive.
Contractor shall submit a Preliminary Project Schedule.
Quantity Unit Unit Price Quantity Unit Unit Price Quantity Unit Unit Price
Silt fence installation, stormwater protection, and site preparation 6' chain-link fence with screening and mesh Removal and reuse of temporary construction fencing Tracer wire and detectable tape
8" PVC C-900
4" PVC C-900
4" gate valve Valve box and cover Copper pipe for mechanical room tie-in Installation labor (pipe laying and backfill/grade) Core drill / repair mechanical room wall Copper fittings Ball valve Megalug retainer with bolt pack (all sizes) Main to main OR main to water service connection (all sizes) AMRS electric meter with AMR pulse to analog converter Backflow preventer Fitting labor Cap, cut, grout-fill, and abandon existing water line Excavation, removal, and disposal of existing water line and appurtenances Site restoration (curb/sidewalk, asphalt, and seed/straw) Unsuitable fill disposal / NJDOT approved backfill Pipe cleaning, disinfection, and pressure testing Submittals, surveys, shop drawings, and As-Built drawings Test pits for existing utility identification- 50 CY to 5 feet depth Bond - - - - - - - - - Overhead - - - - - - - - - Profit - - - - - - - - -
6" PVC C-900
Main to hydrant shutoff valve connection Installation labor (pipe laying and backfill/grade) Fitting labor Bond - - - - - - - - - Overhead - - - - - - - - - Profit - - - - - - - - -
Excavation, removal, and disposal of existing water line and appurtenances Site restoration (curb/sidewalk, asphalt, and seed/straw) Main to PIV connection
6" PVC C-900
Main to hydrant shutoff valve connection Installation labor (pipe laying and backfill/grade) Fitting labor Bond - - - - - - - - - Overhead - - - - - - - - - Profit - - - - - - - - -
Insertion valve Installation and fitting labor Bond - - - - - - - - - Overhead - - - - - - - - - Profit - - - - - - - - -
Hand dig around unidentified and/or unmarked utilities Bond - - - - - - - - - Overhead - - - - - - - - - Profit - - - - - - - - -
Repair damaged unidentified and/or unmarked utilities Bond - - - - - - - - - Overhead - - - - - - - - - Profit - - - - - - - - -
Sample collection / EPA Draft Method 1633 groundwater sample testing Bond - - - - - - - - - Overhead - - - - - - - - - Profit - - - - - - - - -
GRAND TOTAL
TASK 1: REPAIR POTABLE WATER SYSTEM, GENERAL PURPOSE AIRCRAFT SHOP, B1817
TASK 6 TOTAL
MATERIAL LABOR EQUIPMENT
TASK 4: INSTALL AN INSERTION VALVE ON THE FIRE SERVICE LINE
TASK 4 TOTAL
TASK 3: REMOVE EXISTING FIRE SERVICE LINE
TASK 3 TOTAL
TASK 2: CONNECT EXISTING FIRE HYDRANT TO NEW WATER MAIN
TASK 2 TOTAL
PTFL24-1007
REPAIR POTABLE WATER SYSTEM, GENERAL PURPOSE AIRCRAFT SHOP, B1817
BID SCHEDULE
APRIL 3, 2025
Total Price Cost Item
TASK 7 TOTAL
TASK 5 TOTAL
TASK 1 TOTAL
TASK 5: HAND DIG AROUND UNIDENTIFIED AND/OR UNMARKED UTILITIES
TASK 6: REPAIR DAMAGED UNIDENTIFIED AND/OR UNMARKED UTILITIES
TASK 7: PFAS TESTING FOR DEWATERING
, Mech Room Layout
CONTRACT PROGRESS SCHEDULE Form Approved OMB NO. 0704-0188(See Contractor's Instructions on Reverse)
Public reporting burden for this collection of information is estimated to average 15 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden to Department of Defense, Washington Headquarters Services, Directorate for Information, Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington VA 22202-4302, and to the Office of Management and Budget Paperwork Reduction Project 0704-0188, Washington DC 20503. Please DO NOT RETURN your form/questionnaire to either of these addresses. Send your completed form/questionnaire to : SAF/AQCP, 1060 Air Force Pentagon, Washington DC 20330-1060
DATE SIGNED
DATE SIGNED CONTRACTING OFFICER'S SIGNATURE
CONTRACTOR'S NAME (Last, First, Middle Initial)
1. CONTRACT NO. 8. PROJECT TITLE
3. COMPLETION DATE
4. PURCHASE REQUEST NO.
LINE
NO
A
WORK ELEMENTS
B
C
WEEKS
D E F G H I J K L M N O P Q
10. APPROVAL RECOMMENDED BY:
DATE SIGNED
2. STARTING DATE
INSTALLATIONS ENGINEER'S SIGNATURE
5. PROJECT NO.
6. ACTUAL STARTING DATE
7. ACTUAL COMPLETION DATE
9. SUBMITTED BY:
ADDRESS (Street, City, State, Zip Code)
CONTRACTOR'S SIGNATURE 11. APPROVED BY:
AF IMT 3064, 20030901, V1 PREVIOUS EDITIONS ARE OBSOLETE
INSTRUCTIONS TO CONTRACTORS
1. Prepare three copies of AF Form 3064, in accordance with these instructions, and submit to the contracting officer at the time stated in the contract or as established by the contracting officer.
2. Blocks 1, 2, and 3. Enter the contract number, starting date, and completion date as shown on the contract.
3. Block 8. Enter the title of the project as shown on the contract.
4. Block 9. Enter name and address of your firm. The three copies submitted to the contracting officer must be dated and signed by the contractor or an authorized representative of the firm.
5. Lines 1 through 12. Major elements of work (whether unit price or lump sum contract) such as excavation, concrete work, carpentry, engineering, installation of communication electronic facilities, etc., will be shown in Column B in logical sequence and in sufficient detail to identify the element. If the contract calls for more than 11 work elements, additional copies of the AF Form 3064 may be used as a continuation for the work elements.
6. The percentage of each listed work element to the complete job will be shown opposite each element in Column C. As an example, if 3 work elements are shown: excavation, concrete work, and backfill, and it is estimated that excavation is 50% of the total job, concrete 30%, and backfill 20%, these percentages will be shown opposite each element. The total must equal 100%.
7. Columns D through Q will be used to show planned periodic progress, as required by the contracting officer, during the period of the contract. Only the top half of the space under these columns will be used by contractors. Using the example cited above and assuming that the contract period for performance is 8 weeks, and it is planned to accomplish 10% of the excavation work the 1st week and 20% each week until excavation is complete, 10 would be shown in the upper half of Line 1 under Column D, 20 under Column E, and 20 under Column F for a total of 50%. If it is planned to accomplish the concrete work during the 4th, 5th, and 6th weeks in equal amounts, 10 would be entered under Columns G, H, and I on Line 2. Assuming the backfill will be accomplished during the 7th and 8th weeks, 10 would be entered under Columns J and K on Line 3. If the contract extends beyond 14 weeks, additional copies of AF Form 3064 may be used as a continuation of performance record.
8. Total amount of work planned at intervals as shown in Columns D through Q will be totaled and entered in the top half of the space under the appropriate column of Line 12. Again, using the example cited above, the totals under Columns D through K would read 10, 20, 20, 10, 10, 10, 10, 10 for a total of 100%. These totals will be used to plot an overlay graph using Lines 4 through 11, beginning with Column D and extending to the right the number of columns (weeks) authorized by the contract for performance time.
9. In the event the contract is modified by the contracting officer under terms of the contract, changing the progress of work as originally scheduled, adding or deleting work or changing the original completion date, a revised progress schedule will be prepared and submitted to the contracting officer for approval. In preparing the revised schedule, the amount of work completed will be considered, together with the changed new completion date set forth in the contract modification. Considering these factors, the work under the contract will be rescheduled over the new total performance time in the same manner that the original schedule was prepared. The new completion date will be entered in Block 3. "First Revised Schedule," "Second Revised Schedule," etc., will be entered to the left of the form title. Time of submission of the revised schedule will be determined by the contracting officer.
10. At such intervals as may be established by the contracting officer, the contractor will submit to the contracting officer AF Form 3065, "Contract Progress Report," indicating the percentage of work accomplished for each work element during the established reporting period. Accurate reports are of the utmost importance to the contractor and to the Government, since the percentage of completion, or progress, thus reported is used in administration of the contract and may be used in connection with approval of partial payments under the contract. Care should be taken to plan the work in such manner that it can be accomplished as stated in this schedule. If, for any reason, it becomes known that any part of the progress under this contract will be delayed, this fact should be reported to the contracting officer immediately.
AF IMT 3064, 20030901, V1 PREVIOUS EDITIONS ARE OBSOLETE
| PTFL24-1007 - Bid Schedule |
| Preliminary Schedule include in Bid Schedule |
| Aptfl241003 pROGRESS sCHEDULE |
| Bid Schedule AF 3064 |
File details come from the government source that posted it. Updated .