B.08.03 W912DQ21Q1031 Amendment 0001.pdf

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

The purpose of this amendment is to update the Scope of Work. See the Continuation Page for more detail. All other terms and conditions remain unchanged.

Proposals are due no later then August 23, 2021 by 10:00 AM (Kansas City time).

1. CONTRACT ID CODE PAGE OF PAGES

J 1 14

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 28-Jul-2021

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 W912DQ21Q1031

X 9B. DATED (SEE ITEM 11)

23-Jul-2021

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 1 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

29-Jul-2021

CODE

USACE, KANSAS CITY +

FEDERAL BLDG, CT-C +

601 E 12TH ST RM 647

KANSAS CITY MO 64106-2896

W912DQ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DQ21Q1031

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

CONTINUATION PAGE

The SOLICITATION is amended as follows:

NOTE: Deleted text is shown with strikethrough. Added text is shown with GREEN TEXT.

1. The purpose of this Amendment is to update the Scope of Work. See Attachment 1

2. The proposal due date and acknowledgement of this amendment is due no later than August 23, 2021 by 10:00 AM

(Kansas City time).

3. Offeror is required to acknowledge receipt of this amendment. Failure to acknowledge this amendment may cause rejections of the proposal.

4. All other terms and conditions remain unchanged and in full force.

ATTACHMENT 1

STATEMENT OF WORK

Smithville Lake

Multi-Purpose Building Revised

Requirements: The Contractor shall provide and construct 1 – 40’x 60’ pole barn accordance with the specifications stated below. Contractor shall provide all materials, equipment, and labor necessary to meet the requirements of the scope of work.

Project Location: Smithville Lake

U.S. Army Corps of Engineers 16123 Mt. Olivet Road Smithville, MO 64089

Points of contact: Todd Antal Todd.Antal@usace.army.mil 816-389-2181

Derek Dorsey Derek.R.Dorsey@usace.army.mil 816-389-3947

Work Hours: The standard workday is 8:00 am to 4:00pm Monday thru Friday, excluding Federal holidays. Work hours may be adjusted with approval of COR Representative (COR) or Operations Project Manager.

PRINCIPAL FEATURES: The work to be performed shall be in accordance with the contract terms, as described by the statement of work and Contract Line Items (CLIN) 0001 - 0002.

General Scope:

Smithville Maintenance Facility Multi-Purpose Building – Quote Line Item 0001.

The government will provide a gravel pad 40’x 60’ at building site. The building will be constructed inside a fenced maintenance compound in order to maintain security. Building will be built inside the fenced maintenance compound in order to maintain security during construction. (Building will be erected inside the fenced maintenance compound in order to maintain security during construction.) The Government will alter the fencing to tie into the building corners once construction is completed.

A. Building specifications: 40’ wide x 60’ long. 14 feet wall height, with 4 – 12’x12’ treated frame outs for garage doors on the south (west) side of the building. For door placement, see diagram below. 1 - 36” heavy duty commercial walk in door metal cased with welded metal frame, outside swing w/security hinges/Sargent Mortise Lock, CYL LA keyway master, w/ 1 " SS dead bolt installed. Door knob and dead bolt shall be keyed to match existing government key. Roof pitch 4/12 with personnel fall protection devices secured at the peak, 6”x6” treated posts or laminated columns set in concrete footings with a minimum depth of 36 inches and uplift prevention measures installed in footing/posts. Baseboards shall be a treated 2”x 12” lumber skirt, at ground line with rat guard. All lumber shall be #2 or better. 26 gauge rust resistant zinc coated metal with commercial grade paint system with roll formed rib style panels (white sides & roof ) (beige sides & roof ) enclosed on 4 sides, metal ridge cap and building corner trim (white in color) (brown in color). Fasteners shall be screw type and match metal paint color. Building shall pre-engineered design by a professional engineer and shall meet International building and fire codes and requirements for wind, rain, and snow loads for the region. Contractor shall submit engineering design documentation/certifications with building proposal.

B. Gutters with downspouts (white in color) (brown in color) installed on north and south sides (east and west sides) of building. Gutters shall be fabricated of 0.027 inch thick aluminum roll. Gutters shall be hung with high points equidistant from downspout. Lap joint, except for expansion joints shall be at least one inch thick in the direction of flow.

Secure aluminum gutter to the fascia with nails (7") and sparrows of aluminum brackets at intervals not exceeding 32 inches.

C. Overhead Door Installation: Interlocking roll-formed galvanized steel slats, flat crown profile type CAW, 26 gauge for widths up to 12 feet 4 inches. End of each slat shall be locked from lateral movement by a staking lock system. (Galvanized alternate malleable end locks.) Overhead roll up door shall be manually operated and shall have a chain hoist for door movement. Two interior bottom bar slide bolts and chain keeper locks for chain hoist operation. (Overhead roll up doors shall be spring loaded, with a side latch for securing the building). Wall Mounting Condition shall be Face-of-wall..

D. Concrete Installation inside building: Concrete shall be poured a uniform depth of 6 inches thick, 4000 psi mix, ½ inch rebar on 24” centers in the middle of concrete, 40’x60’ inside building. Single placement with construction joints. Concrete below garage doors shall prevent blowing rain from entering building. Sloped concrete is preferred for ease of access with small-wheeled equipment.

(Concrete installation exterior of building: A 15 x 60 concrete approach to the building shall be poured and installed).

E. Finishing: The concrete shall be smooth finished with power trial. Edges (not adjacent to exiting structure or pavement) shall be tooled with one fourth (¼) inch radius.

Finished pavement shall have a surface tolerance of one-fourth (1/4) inch in 10-feet when checked with a 10-ft straightedge. Vertical deflections at adjacent concrete or pavement shall not exceed one-fourth (1/4) inch. All finished surfaces must drain with no low spots for water to pond. Concrete pavement shall be accurately formed, and properly placed and finished as shown on the drawings and specified herein. Reference drawings CP-500, CP-501, and CP-502.

F. Joints: Joints shall conform to the depths, dimensions and configuration as shown on the drawings and requirements stated herein. When the concrete has hardened enough so that excess raveling or spalling will not occur, and before random cracking occurs, the Contractor shall saw one-eighth (1/8) inch wide relief joints to a depth equal to one-third the pavement thickness plus one-fourth inch (D/3 + ¼”) or approximately 2 ¼”. All joints shall be neat, straight, and evenly spaced to provide a specific plane of weakness to control cracking. Joints shall be cut to correspond with joints in adjacent concrete pavement or adjusted as agreed to by COR. Joints shall be located such that no individual slab exceeds 15-ft x 15-ft. Expansion joint filler (½-inch min.) shall be placed between existing concrete and new concrete where required. Construction joints shall be made at locations specified, or as approved by the COR and shall conform to the requirements of ACI 318.

G. Curing: Finished concrete shall be cured by protection against loss of moisture with a concrete curing compound conforming to ASTM C-309 and AASHTO-M-148. Fugitive die curing compound shall be applied by means of a sprayer in accordance with manufacturer’s recommendations.

H. Contractor shall be responsible for removing all excess dirt, concrete, rocks, materials…etc from the worksite and leaving the area in a clean manner. Contractor shall provide a detailed proposal including drawings, construction plan (installation requirements), material specifications/data, design certifications, and material/construction warranties information for review with proposal.

Electric Service and fixture installation – Quote Line Item 0002.

A. Install all electrical systems in accordance with UL requirements, where UL standards are established for those items, and requirements of National Fire Protection Association (NFPA) 70/National Electrical Code for all materials, equipment, and devices.

B. Install appropriate size feeder in conduit below grade from a new breaker in the main shop’s panelboard to the new building for 100 AMP feed.

C. (Government furnished equipment: All lights required for the project, both interior and exterior are provided along with an electrical panel box)..

D. On east (north end of the building), install appropriate sized panelboard and circuit breakers, for the lighting fixtures and electrical outlets below plus 25% spare breakers.

E. Install 14 surface-mount Interior mount LED light fixtures, model Cree LS8 with color corrected temperature (CCT) of 3500 Kelvin, 5000 initial lumens minimum, temperature range of -28º C - +35 º C, color rendering index (CRI) of 90 minimum, acrylic shielding 4 lights per bay. Space all lights evenly and mount to rafters. Control each bay with a separate occupancy sensor using passive infrared (PIR).

F. Install 2 – interior wall-mount LED light fixtures, model Cree LS4, with color corrected temperature (CCT) of 4000 Kelvin. 3800 initial lumens minimum, temperature range of - 28º C - +35 º C, color rendering index (CRI) of 90 minimum, and multi-level occupancy sensor using passive infrared (PIR). Mount 2 lights over the walk-in door. Space all lights evenly and mount to rafters of the building.

G. Install 2 – exterior wall-mount LED light fixtures, model Cree OSQ, with color corrected temperature (CCT) of 3000 Kelvin. 4000 initial lumens minimum, temperature range of - 40º C - +40 º C, color rendering index (CRI) of 70 minimum, and multi-level occupancy sensor using passive infrared (PIR). Mount on the west exterior wall, facing the north and south corners of the building.

H. Install 10 – single gang 20 amp 125 volt GFI outlets on interior of building, 48 inches above floor: 4 on the east wall spaced evenly, 4 on the west wall on west side of bay doors, and 2 centered on the north and south end walls.

I. Install 4 – single gang 20 amp 125 volt outlets or junction boxes in the appropriate location for commercial duty garage door openers.

J. Install 2 – single gang 20 amp 125 volt GFI outlets with weather-proof in-use metal covers on exterior of building between 1st and 2nd garage doors and 3rd and 4th garage doors.

K. (GFE: There is already in place, a 2 inch PVC conduit installed underground for wire pull through. LB's are already exposed for 90 degree turn, 90 degree turn wire pull).

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The Issued By organization has changed from

USACE, KANSAS CITY +

FEDERAL BLDG CT-H 601 E 12TH ST RM 647

KANSAS CITY MO 64106-2896

to

USACE, KANSAS CITY CT

FEDERAL BLDG CT-M 601 E 12TH STREET

KANSAS CITY MO 64106-2896

SECTION 01 00 00 - GENERAL REQUIREMENTS

The following have been modified:

SCOPE OF WORK

STATEMENT OF WORK

Smithville Lake

Multi-Purpose Building Revised

Requirements: The Contractor shall provide and construct 1 – 40’x 60’ pole barn accordance with the specifications stated below. Contractor shall provide all materials, equipment, and labor necessary to meet the requirements of the scope of work.

Project Location: Smithville Lake

U.S. Army Corps of Engineers 16123 Mt. Olivet Road Smithville, MO 64089

Points of contact: Todd Antal Todd.Antal@usace.army.mil 816-389-2181

Derek Dorsey

Derek.R.Dorsey@usace.army.mil 816-389-3947

Work Hours: The standard workday is 8:00 am to 4:00pm Monday thru Friday, excluding Federal holidays. Work hours may be adjusted with approval of COR Representative (COR) or Operations Project Manager.

PRINCIPAL FEATURES: The work to be performed shall be in accordance with the contract terms, as described by the statement of work and Contract Line Items (CLIN) 0001 - 0002.

General Scope:

Smithville Maintenance Facility Multi-Purpose Building – Quote Line Item 0001.

The government will provide a gravel pad 40’x 60’ at building site. The building will be constructed inside a fenced maintenance compound in order to maintain security. Building will be built inside the fenced maintenance compound in order to maintain security during construction. (Building will be erected inside the fenced maintenance compound in order to maintain security during construction.) The Government will alter the fencing to tie into the building corners once construction is completed.

I. Building specifications: 40’ wide x 60’ long. 14 feet wall height, with 4 – 12’x12’ treated frame outs for garage doors on the south (west) side of the building. For door placement, see diagram below. 1 - 36” heavy duty commercial walk in door metal cased with welded metal frame, outside swing w/security hinges/Sargent Mortise Lock, CYL LA keyway master, w/ 1 " SS dead bolt installed. Door knob and dead bolt shall be keyed to match existing government key. Roof pitch 4/12 with personnel fall protection devices secured at the peak, 6”x6” treated posts or laminated columns set in concrete footings with a minimum depth of 36 inches and uplift prevention measures installed in footing/posts. Baseboards shall be a treated 2”x 12” lumber skirt, at ground line with rat guard. All lumber shall be #2 or better. 26 gauge rust resistant zinc coated metal with commercial grade paint system with roll formed rib style panels (white sides & roof ) (beige sides & roof ) enclosed on 4 sides, metal ridge cap and building corner trim (white in color) (brown in color). Fasteners shall be screw type and match metal paint color. Building shall pre-engineered design by a professional engineer and shall meet International building and fire codes and requirements for wind, rain, and snow loads for the region. Contractor shall submit engineering design documentation/certifications with building proposal.

J. Gutters with downspouts (white in color) (brown in color) installed on north and south sides (east and west sides) of building. Gutters shall be fabricated of 0.027 inch thick aluminum roll. Gutters shall be hung with high points equidistant from downspout. Lap joint, except for expansion joints shall be at least one inch thick in the direction of flow.

Secure aluminum gutter to the fascia with nails (7") and sparrows of aluminum brackets at intervals not exceeding 32 inches.

K. Overhead Door Installation: Interlocking roll-formed galvanized steel slats, flat crown profile type CAW, 26 gauge for widths up to 12 feet 4 inches. End of each slat shall be locked from lateral movement by a staking lock system. (Galvanized alternate malleable end locks.) Overhead roll up door shall be manually operated and shall have a chain hoist for door movement. Two interior bottom bar slide bolts and chain keeper locks for chain hoist operation. (Overhead roll up doors shall be spring loaded, with a side latch for securing the building). Wall Mounting Condition shall be Face-of-wall..

L. Concrete Installation inside building: Concrete shall be poured a uniform depth of 6 inches thick, 4000 psi mix, ½ inch rebar on 24” centers in the middle of concrete, 40’x60’ inside building. Single placement with construction joints. Concrete below garage doors shall prevent blowing rain from entering building. Sloped concrete is preferred for ease of access with small-wheeled equipment.

(Concrete installation exterior of building: A 15 x 60 concrete approach to the building shall be poured and installed).

M. Finishing: The concrete shall be smooth finished with power trial. Edges (not adjacent to exiting structure or pavement) shall be tooled with one fourth (¼) inch radius.

Finished pavement shall have a surface tolerance of one-fourth (1/4) inch in 10-feet when checked with a 10-ft straightedge. Vertical deflections at adjacent concrete or pavement shall not exceed one-fourth (1/4) inch. All finished surfaces must drain with no low spots for water to pond. Concrete pavement shall be accurately formed, and properly placed and finished as shown on the drawings and specified herein. Reference drawings CP-500, CP-501, and CP-502.

N. Joints: Joints shall conform to the depths, dimensions and configuration as shown on the drawings and requirements stated herein. When the concrete has hardened enough so that excess raveling or spalling will not occur, and before random cracking occurs, the Contractor shall saw one-eighth (1/8) inch wide relief joints to a depth equal to one-third the pavement thickness plus one-fourth inch (D/3 + ¼”) or approximately 2 ¼”. All joints shall be neat, straight, and evenly spaced to provide a specific plane of weakness to control cracking. Joints shall be cut to correspond with joints in adjacent concrete pavement or adjusted as agreed to by COR. Joints shall be located such that no individual slab exceeds 15-ft x 15-ft. Expansion joint filler (½-inch min.) shall be placed between existing concrete and new concrete where required. Construction joints shall be made at locations specified, or as approved by the COR and shall conform to the requirements of ACI 318.

O. Curing: Finished concrete shall be cured by protection against loss of moisture with a concrete curing compound conforming to ASTM C-309 and AASHTO-M-148. Fugitive die curing compound shall be applied by means of a sprayer in accordance with manufacturer’s recommendations.

P. Contractor shall be responsible for removing all excess dirt, concrete, rocks, materials…etc from the worksite and leaving the area in a clean manner. Contractor shall provide a detailed proposal including drawings, construction plan (installation requirements), material specifications/data, design certifications, and material/construction warranties information for review with proposal.

Electric Service and fixture installation – Quote Line Item 0002.

L. Install all electrical systems in accordance with UL requirements, where UL standards are established for those items, and requirements of National Fire Protection Association (NFPA) 70/National Electrical Code for all materials, equipment, and devices.

M. Install appropriate size feeder in conduit below grade from a new breaker in the main shop’s panelboard to the new building for 100 AMP feed.

N. (Government furnished equipment: All lights required for the project, both interior and exterior are provided along with an electrical panel box)..

O. On east (north end of the building), install appropriate sized panelboard and circuit breakers, for the lighting fixtures and electrical outlets below plus 25% spare breakers.

P. Install 14 surface-mount Interior mount LED light fixtures, model Cree LS8 with color corrected temperature (CCT) of 3500 Kelvin, 5000 initial lumens minimum, temperature range of -28º C - +35 º C, color rendering index (CRI) of 90 minimum, acrylic shielding 4 lights per bay. Space all lights evenly and mount to rafters. Control each bay with a separate occupancy sensor using passive infrared (PIR).

Q. Install 2 – interior wall-mount LED light fixtures, model Cree LS4, with color corrected temperature (CCT) of 4000 Kelvin. 3800 initial lumens minimum, temperature range of - 28º C - +35 º C, color rendering index (CRI) of 90 minimum, and multi-level occupancy sensor using passive infrared (PIR). Mount 2 lights over the walk-in door. Space all lights evenly and mount to rafters of the building.

R. Install 2 – exterior wall-mount LED light fixtures, model Cree OSQ, with color corrected temperature (CCT) of 3000 Kelvin. 4000 initial lumens minimum, temperature range of - 40º C - +40 º C, color rendering index (CRI) of 70 minimum, and multi-level occupancy sensor using passive infrared (PIR). Mount on the west exterior wall, facing the north and south corners of the building.

S. Install 10 – single gang 20 amp 125 volt GFI outlets on interior of building, 48 inches above floor: 4 on the east wall spaced evenly, 4 on the west wall on west side of bay doors, and 2 centered on the north and south end walls.

T. Install 4 – single gang 20 amp 125 volt outlets or junction boxes in the appropriate location for commercial duty garage door openers.

U. Install 2 – single gang 20 amp 125 volt GFI outlets with weather-proof in-use metal covers on exterior of building between 1st and 2nd garage doors and 3rd and 4th garage doors.

V. (GFE: There is already in place, a 2 inch PVC conduit installed underground for wire pull through. LB's are already exposed for 90 degree turn, 90 degree turn wire pull).

(End of Summary of Changes)