W912BV20R0027 - AM05.pdf
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- Solicitation number
- W912BV20R0027
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This document includes a federal contract solicitation and related amendment for lower hillside stabilization and parking area remediation work. The solicitation is for excavation, construction of retaining walls including approximately 500 linear feet of mechanically stabilized earth walls, construction of upper and lower parking lots with aggregate surface and storm drainage, installation of electrical conduits and lighting, and construction of an access road and concrete access stair structure. Amendment 0005 extends the response due date to 7 October 2020, modifies the bid schedule by revising the unclassified excavation quantity and adding related text, and updates various plan sheets. The Department of the Army Corps of Engineers Engineering District Tulsa is the contracting agency. The response focuses on key information about required construction products and services while excluding non-essential legal language and clauses.
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Other files
| File | Type | Posted |
|---|---|---|
| W912BV20R0027 - AM06.pdf | ||
| W912BV20R0027 - AM06.pdf | ||
| W912BV20R0027 - AM04.pdf | ||
| W912BV20R0027 - AM0003.pdf | ||
| W912BV20R0027 - AM02.pdf | ||
| Lower Hillside Site Visit.pdf | ||
| W912BV20R0027-01.pdf | ||
| W912BV20R0028-01.pdf | ||
| W912BV20R0027 - AM01.pdf | ||
| W912BV20R0027_RTA_SPECS.pdf | ||
| W912BVR0027_RTA_PLANS.pdf |
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SHAWNPR
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15A. NAME AND TITLE OF SIGNER (Type or print)
30-105-04EXCEPTION TO SF 30
APPROVED BY OIRM 11-84
STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA
FAR (48 CFR) 53.243
Amendment 0005 is issued to incorporate change(s)/addition:
See Summary of Changes
Request for Proposal (RFP) due date is extended to at 7 October 2020, 2:00 PM CST.
1. CONTRACT ID CODE PAGE OF PAGES
1 3
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 02-Oct-2020
16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR
(Signature of Contracting Officer)(Signature of person authorized to sign)
8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912BV20R0027
X 9B. DATED (SEE ITEM 11)
17-Aug-2020
10B. DATED (SEE ITEM 13)
9A. AMENDMENT OF SOLICITATION NO.
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.
Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:
(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN
REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE
CONTRACT ORDER NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
10A. MOD. OF CONTRACT/ORDER NO.
2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)
6. ISSUED BY
3. EFFECTIVE DATE
01-Oct-2020
CODE
CONTRACTING DIV
US ARMY CORPS OF ENGINEERS, TULSA DISTRICT
2488 E. 81ST STREET
TULSA OK 74137-4290
W912BV 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W912BV20R0027
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION 00 11 00 - SF 1442 AND CLIN SCHEDULE
The following have been modified:
CLIN SCHEDULE
Eastern Oklahoma VA Health Care
Lower Hillside Stabilization & Parking Remediation Muskogee, OK
September 2020
CLIN No. Description Quantity UOM Unit Price Amount 0001 All Other Work 1 JOB xxx $
0002 Unclassified Excavation (AM0005)50,500 CY $ $
0003 Soldier Pile Walls ‐ Piers 5,365 VLF $ $
0004 Soldier Pile Walls ‐ Anchors 16,650 VLF $ $
0005 Access Stair Structure 1 JOB xxx $
0006 Topsoil 27,670 SY $ $
0007 Hydro‐seeding 27,670 SY $ $
TOTAL BASE BID $
OPTION 1
0008 Asphalt Paving: Access Road 1 JOB xxx $
TOTAL OPTION 1 $
OPTION 2
0009 Asphalt Paving: Lower Parking Area 1 JOB xxx $
TOTAL OPTION 2 $
OPTION 3
0010 Security Fence 1 JOB xxx $
TOTAL OPTION 3 $
OPTION 4
0011 Security Gate 1 JOB xxx $
TOTAL OPTION 4 $
W912BV20R0027
OPTION 5
0012 Security Cameras 1 JOB xxx $
TOTAL OPTION 5 $
TOTAL BASE & OPTIONS $
CY Cubic Yards VLF Vertical Linear Feet
SY
Job
Square Yards Job (Lump Sum)
The following have been added by full text:
SUMMARY OF CHANGES
Specs:
Bid Schedule - revised 'Unclassified Excavation' quantity to 50,500 01 22 00.00 10 Para. 1.3.2.1, Added Sentence "This payment item excludes utility trenching."
Plans:
1. Sheet C-501 (A01) - A line was added to detail A1 to include a 4' diameter manhole.
2. Sheet CU-201 (A01) - The pipe from manhole 3 to manhole 4 was changed from RFC to PPP in order to match plan view.
3. Sheet C-503 (A01) - The callout to detail F9/C-503 was taken out of detail E1.
4. Sheet C-502 (A02) - The bottom dimensions of detail C1 were changed to the correct values.
The following have been deleted:
SUMMARY OF CHANGES
(End of Summary of Changes)
PRICING SCHEDULE NOTES:
1. Offerors must insert a price on all numbered items of the Pricing Schedule. Failure to comply with the pricing schedule will result in the Offeror being determined nonresponsive.
2. The Government will evaluate offers for award purposes by adding the total price for TOTAL OPTIONAL ITEMS to the total price for the TOTAL BASE PROPOSAL (TOTAL BASE PROPOSAL AND TOTAL OPTIONAL ITEMS). Evaluation of option will not obligate the Government to exercise the option.
3. Options may be exercised, at the option of the Government, from the time of the Notice to Proceed up to one calendar year after the date of Notice to Proceed.
4. Only one contract will be awarded under this solicitation.
Lower Hillside Stabilization and Parking Lot Remediation W912BV20R0027
SECTION 01 22 00.00 10
PRICE AND PAYMENT PROCEDURES
08/15
PART 1 GENERAL
1.1 SINGLE JOB PAYMENT ITEMS
Payment items for the work of this contract for which contract job payments will be made are listed in the BIDDING SCHEDULE and described below. The estimated and actual quantity measurement for items having the JOB unit in the BIDDING SCHEDULE will always be a fixed quantity of one, which represents "ALL". The JOB payment item estimated amount in the BIDDING SCHEDULE is complete payment for ALL work described in the contract and necessary to complete the work for the item, including but not limited to, providing all plant, labor, instruments, tools, subcontractors, supervision, management, materials, and equipment, performing associated quality control, environmental protection, meeting safety requirements and performing testing and preparing reports.
1.2 UNIT PRICE PAYMENT ITEMS
Payment items for the work of this contract for which contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The actual payment amount will be determined by multiplying the Unit Price in the BIDDING SCHEDULE by the actual units of work required and performed, and measured as identified. Payment constitutes full compensation for furnishing all plant, labor, instruments, tools, subcontractors, supervision, management, materials, equipment, performing associated quality control, environmental protection, meeting safety requirements, performing testing and preparing reports, and performing all other work required for each of the unit priced items. Quantities performed outside of the design limits, or outside of other Government-approved adjusted or specified limits (staked limits), will not be measured for payment.
1.3 BASE BID
1.3.1 All Work Except As Listed Separately
1.3.1.1 Payment
Payment will be made at the contract JOB price for the item "All Work Except As Listed Separately" which price will include, but not be limited to, full compensation for proper construction of Mechanically Stabilized Earth (MSE) walls, placement of timber lagging and concrete facing on soldier pile walls, (AM0003) dewatering systems to facilitate construction, installation of storm drainage systems, underground stormwater detention system, and box culverts, placement of compacted fill from offsite source to final grades, (AM0003)placement of aggregate base for road and parking lot surfaces, placement of aggregate surface in designated areas, placement of hot-mix asphalt concrete (HMAC) pavement surface in designated areas, installation of lighting, (AM0003)installation of underground conduit for equipment included in Options, handrailing, vehicular guardrails, final cleanup and all other subsidiary work required as stated in the plans and specifications.
SECTION 01 22 00.00 10 Page 1 Amended in Accordance with AM0005 September 30, 2020
1.3.1.2 Unit of Measure
Unit of measure: job.
1.3.2 Unclassified Excavation
1.3.2.1 Payment
Payment will be made for costs associated with "Unclassified Excavation", which includes performing required excavation and other operations incidental thereto, Contractor-furnished disposal area(s) and disposition of excavated material. Payment will be made at the contract UNIT price for the item "Unclassified Excavation." Payment item includes, but is not limited to removal and disposal of excavated material, neat line grading per specified excavation limits and grades, temporary slope stabilization measures for excavation, and disposal fees. (AM0005) This payment item excludes utility trenching.
1.3.2.2 Measurement
The total quantity of excavated material for which payment will be made will be calculated as the difference in volume between the existing and limit of excavation surfaces specified in the plans, as determined by surveys performed by a Registered Land Surveyor and approved by the Contracting Officer. Quantities will be calculated using Bentley Systems Inroads software. The files for the digital terrain model will be generated using ASCII data files in the form of point name, easting, northing, elevation for random points and point name, easting, northing, elevation, pen code for breakline points. Submit the ASCII data files with each progress payment request. No consideration will be given to the nature of the materials, and all excavation will be designated as unclassified excavation. All excavation outside the excavation limits specified in the plans as well as any excavation of fill brought into the excavation limits will be considered incidental to the "All Work Except As Listed Separately" pay item. No allowance will be made for overdepth excavation or for the removal of any material outside the required slope lines unless authorized.
1.3.2.3 Unit of Measure
Unit of measure: cubic yard.
1.3.3 Soldier Pile Walls - Piers
1.3.3.1 Payment
Payment will be made at the contract unit price for the item "Soldier Pile Walls - Piers". Payment is full compensation to complete soldier pile and pier installation. Payment item includes, but not limited to, structural steel soldier piles, concrete, drilling, installing, and encasing the specified length of each soldier pile in concrete. (AM0003)Payment item also includes construction and removal of work platforms to facilitate construction of the piers.
1.3.3.2 Measurement
The total quantity of piers includes the total length of each pier measured from the top of each pile to its founding elevation in rock as
SECTION 01 22 00.00 10 Page 2 verified by borehole camera and GPS and documented in visual inspection and test reports.
1.3.3.3 Unit of Measure
Unit of measure: linear feet.
1.3.4 Soldier Pile Walls - Anchors
1.3.4.1 Payment
Payment will be made at the contract unit price for the item "Soldier Pile Walls - Anchors". Payment is full compensation to complete anchor installation. Payment item includes, but not limited to, anchor strands, corrosion protection systems, anchor bearing assembly structural steel components, drilling, installing, grouting, stressing, and testing of the anchors. Payment is contingent upon successful proof and performance testing of anchors. (AM0003)Payment also includes welding of all anchor bearing assembly components and construction and removal of work platforms to facilitate anchor installation.
1.3.4.2 Measurement
The total quantity of anchors includes the free length, bond length, and any additional length of anchor extending through the soldier pile and anchor bearing assembly for all anchors. Verify quantity by anchor bill of lading, drill hole length as recorded in driller logs, and installation information documented in anchor records.
1.3.4.3 Unit of Measure
Unit of measure: linear feet.
(AM0003) 1.3.5 Access Stair Structure
1.3.5.1 Payment
Payment will be made at the contract JOB price for the item "Access Stair Structure." Payment is full compensation for the construction of the access stair structure. Payment item includes, but is not limited to, foundation preparation, mudmat, formwork, reinforcement, concrete, finishing, hand railing, joints, geofoam, aggregate base coarse, vapor retarder, and all other incidentals required to construct the access stair structure as shown in the plans and/or specified.
1.3.5.2 Unit of Measure
Unit of measure: job.
1.3.6 Topsoil
1.3.6.1 Payment
Payment will be made at the contract unit price for the item "Topsoil".
Payment is full compensation to provide offsite topsoil. Payment item includes, but not limited to, transporting, handling, placing, reworking, and any other incidentals to perform the work as shown and specified.
SECTION 01 22 00.00 10 Page 3
1.3.6.2 Measurement
Topsoil is measured by the number of square yards properly placed.
Measure dimensions to determine the surface area of the topsoil to the nearest square yard.
1.3.6.3 Unit of Measure
Unit of measure: Square yard.
1.3.7 Hydro-Seeding
1.3.7.1 Payment
Payment will be made at the contract unit price for the item "Hydro-Seeding". Payment is full compensation for work required to complete the sodding operations. Payment item includes, but not limited to, fertilizer, soil conditioner, and establishing and maintaining the stand of turf as shown in the plans and/or specified.
1.3.7.2 Measurement
Measure Sod by the number of square yards acceptably placed, established, and maintained, as measured in place after planting.
1.3.7.3 Unit of Measure
Unit of Measure: Square Yard.
1.4 OPTION 1
1.4.1 Hot-Mix Asphalt Paving: Access Road
1.4.1.1 Payment
Payment will be made at the contract JOB price for the item "Hot-Mix Asphalt Paving: Access Road". Payment is full compensation for work required to complete the (AM0003)paving operations. Payment item includes, but not limited to, prime coat, tack coat, and hot-mix asphalt as shown in the plans and/or specified, (AM0003)less the aggregate surface described in paragraph All Work Except As Listed Separately.
1.4.1.2 Unit of Measure
Unit of Measure: job.
1.5 OPTION 2
1.5.1 Hot-Mix Asphalt Paving: Parking Area
1.5.1.1 Payment
Payment will be made at the contract JOB price for the item "Hot-Mix Asphalt Paving: Parking Area". Payment is full compensation for work required to complete the paving operations. Payment item includes, but not limited to, prime coat, tack coat, and hot-mix asphalt as shown in the plans and/or specified (AM0003)less the aggregate surface described in paragraph All Work Except As Listed Separately.
SECTION 01 22 00.00 10 Page 4
1.5.1.2 Unit of Measure
Unit of Measure: job.
1.6 OPTION 3
1.6.1 Security Fence
1.6.1.1 Payment
Payment will be made at the contract JOB price for the item "Security Fence". Payment is full compensation for work required proper construction of a security fence, including fencing, post, gates, grounding, and concrete as shown in the plans and/or specified.
1.6.1.2 Unit of Measure
Unit of Measure: job.
1.7 OPTION 4
1.7.1 Security Gate
1.7.1.1 Payment
Payment will be made at the contract JOB price for the item "Security Gate" which price will include, but not be limited to, full compensation for proper construction of the security gate, underground electrical, communications, motor and gate controls, as stated in the plans and specifications.
1.7.1.2 Unit of Measure
Unit of measure: job.
1.8 OPTION 5
1.8.1 Security Cameras
1.8.1.1 Payment
Payment will be made at the contract JOB price for the item "Security Cameras" which price will include, but not be limited to, full compensation for providing security cameras, power, power supplies, coax, fiber, coax to fiber converter, monitoring and recording station, as stated in the plans and specifications.
1.8.1.2 Unit of Measure
Unit of measure: job.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used -- End of Section --
SECTION 01 22 00.00 10 Page 5
| SF 30 Amendment 0005 |
| 01 22 00.00 10 Price and Payment Procedures |
| W912BV20R0027_PLANS_AM0005.pdf |
| VA20HS_C-501.A01 |
| VA20HS_C-502.A02 |
| VA20HS_C-503.A01 |
| VA20HS_CU-201.A01 |
File details come from the government source that posted it. Updated .