2026-14 Addendum 1.pdf.crdownload

1/6/2026

Addendum 1 1 of 2

ADDENDUM #1

Interior Alterations:

Stratford Town Hall

2725 Main Street Stratford, CT

TOWN PROJECT NUMBER: 2026-14

ISSUED: 1/6/2026

PROJECT TEAM

Architect / Project Manager: Structural Engineer:

Addendum 1 2 of 2

The work shall be carried out in accordance with the following supplemental instructions and in accordance with the Contract Documents.

PROJECT MANUAL CHANGES:

1. Bid Form

• See attached.

DRAWING CHANGES:

1. Drawing A-7

• See attached. Alternate 2 fence replacement scope clarification provided.

MISCELLANEOUS CHANGES AND CLARIFICATIONS:

1. See attached paving detail.

2. Requests for Information (RFI’s)

• See attached RFI Log.

3. See attached 2017 Soils Report.

4. See attached 1/14/2000 concession/bathroom building structural drawings. Drawing accuracy to existing conditions not confirmed. Drawings for reference only.

*** END OF ADDENDUM #1 ***

12/23/2025

Bid Form Repairs and Improvements:

Frank DeLuca Field

BID FORM

Bids must be submitted to the Town of Stratford Purchasing Office, attention Phillip Ryan, Purchasing Agent, on the following form signed by an authorized company officer. Bids are due no later than Tuesday, January 20, 2026, 10:00am.

Phillip Ryan, Purchasing Agent Town of Stratford 2725 Main Street Stratford, CT 06615

Repairs and Improvements to:

Frank DeLuca Field 1000 Main Street Stratford, CT 06615

To Whom It May Concern:

(I, We) ______________________________________ the undersigned having visited the project site at Frank DeLuca Field and having familiarized ourselves with the local conditions affecting the cost of the work and with Contract Documents and all addenda thereto, hereby propose to furnish all labor, materials, tools, equipment, insurance to pay all applicable taxes, and to do and perform all things as provided in the drawings and specifications for the following sum(s):

BASE BID:

Refer to enclosed drawings and specifications.

Contractor shall include all monies and fees to complete documented project as indicated in bid documents. Contractor shall include an $40,000 allowance in base bid number for unforeseen conditions and changes to be used at Architect and Owners discretion. Any unused portion of allowance shall be credited back to owner.

*Written Form: __________________________________________________________ *Dollars: ($_________________)

*PLEASE NOTE THAT STATE OF CONNECTICUT PREVAILING WAGES MUST BE

USED IF TOTAL BID EXCEEDS $100,000.

ALTERNATES:

ALTERNATE #1a (Add):

Install new bleacher screen wrap assembly (see 1/A-8 & 8/A-8).

*Written form: _________________________________________________________

ALTERNATE #1b (Add):

Provide single color large graphic (image and color TBD) on new bleacher screen wrap on bleacher section A only. This add alternate is the graphic only.

ALTERNATE #2 (Add):

Remove existing chain-link fence, replace with new 7'-0" tall, powder-coated aluminum picket fence with gates to match. Color: black. "Connecticut Aluminum Fencing” by Reliable Fence Company, West Haven, CT or equal.

ALTERNATE #3a (Add):

Remove existing decking and railings, replace with new Azek decking, railings and gate assemblies.

ALTERNATE #3b (Add):

Remove and replace deck framing with new pressure treaded wood framing in kind if existing framing is in poor condition. This add alternate is framing only.

ALTERNATE #3c (Add):

Remove existing chain-link fencing and concrete curb, install new Azek railing assembly.

ALTERNATE #4a (Add):

Remove existing asphalt paving around restroom/concessions building. Prep and install new stamped asphalt paving with coating. Field: Herringbone pattern. Color TBD. Border color: TBD.

ALTERNATE #4b (Add):

Remove existing asphalt paving around bleacher sections B, C, D & E. Prep and install new stamped asphalt paving with coating. Field: Herringbone pattern. Color TBD. Border color: TBD.

ALTERNATE #4c (Add):

Remove existing asphalt paving around bleacher sections A. Prep and install new stamped asphalt paving with coating. Field: Herringbone pattern. Color TBD.

Border color: TBD.

UNIT PRICES:

Contractor must include unit prices for all items listed below, or bid could be rejected at client discretion.

1. Repointing mortar joints in existing stone work: $____________SF

2. Repointing mortar joints in existing CMU walls: $____________SF

ADDENDA

In submitting this proposal, I have received and included in this Proposal, the following Addenda:

Addendum No. Date

Signed:________________________________ ____________________________________

Signature Corporate Seal

Company Name : _________________________________________________________

Address : _________________________________________________________

City, St, Zip Code : _________________________________________________________

Phone : (__ __ __) - __ __ __ - __ __ __ __

Email : _________________________________________________________

ENLARGED SITE PLAN-

A-7

Project

Drawing Title

Drawing No.

Revisions

Issued

Scale

Job No.

2725 Main Street Stratford, CT 06614

Frank DeLuca Field 1000 Main Street

Stratford, CT 06615

SNYDER

ARCHITECTS, LLC

Architecture . Planning . Construction Management

Trumbull, CT 203-243-3346 info@snyderarchitects.com

Drawings Formatted for 24"x36" Paper

Repairs and Improvements to:

Structural Engineer Cuoco Structural Engineers, Inc.

161 Kings Highway East - Suite 205 Fairfield, Connecticut

(203) 362-1902

ALTERNATES

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ENLARGED SITE PLAN- ALTERNATES

AutoCAD SHX Text A-7

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BLEACHERS- SECTION A

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BLEACHERS- SECTION B

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GRANDSTAND

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BLEACHERS- SECTION D

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BLEACHERS- SECTION C

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BLEACHERS- SECTION E

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PRESSBOX

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RESTROOMS AND CONCESSIONS

AutoCAD SHX Text SLOPE NEW STAMPED ASPHALT PAVING UP TO EXISTING CONCRETE CURB AROUND BUILDING, TYP. (1'-0" TO 20'-0" MINIMUM SLOPE)

AutoCAD SHX Text SLOPE NEW STAMPED ASPHALT PAVING UP TO EXISTING CONCRETE CURB AT STAIRS, TYP. (1'-0" TO 20'-0" MINIMUM SLOPE) (SEE DETAIL 2/A-7 SIM.)

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EXISTING TREES AND GRASS (PLANTING) AREA

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MODIFY PARKING SPACES

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SOFTBALL FIELD

AutoCAD SHX Text ALTERNATES 2 REMOVE EXISTING CHAIN-LINK FENCE, REPLACE WITH NEW BLACK PICKET FENCE

AutoCAD SHX Text ALTERNATE 3b REMOVE EXISTING FRAMING, DECKING AND RAILINGS, REPLACE WITH NEW P.T. WOOD FRAMING, NEW AZEK DECKING, RAILING AND GATE ASSEMBLIES

AutoCAD SHX Text ALTERNATE 3c REMOVE EXISTING CHAIN-LINK FENCING AND CONCRETE CURB, INSTALL NEW AZEK RAILING ASSEMBLY

AutoCAD SHX Text ALTERNATE 3c REMOVE EXISTING CHAIN-LINK FENCING AND CONCRETE CURB, INSTALL NEW AZEK RAILING ASSEMBLY

AutoCAD SHX Text ALTERNATES 2 REMOVE EXISTING CHAIN-LINK FENCE, REPLACE WITH NEW BLACK PICKET FENCE AS SHOWN

AutoCAD SHX Text ALTERNATE 1a INSTALL NEW BLEACHER SCREEN WRAP ASSEMBLY (SEE 1/A8 & 8/A8)

AutoCAD SHX Text ALTERNATE 1b INSTALL NEW BLEACHER SCREEN WRAP ASSEMBLY WITH SINGLE COLOR LARGE GRAPHIC (IMAGE AND COLOR TBD)

AutoCAD SHX Text ALTERNATE 1a INSTALL NEW BLEACHER SCREEN WRAP ASSEMBLY (SEE 1/A8 & 8/A8)

AutoCAD SHX Text ALTERNATE 1a INSTALL NEW BLEACHER SCREEN WRAP ASSEMBLY, BOTH SIDES (SEE 4/A8)

AutoCAD SHX Text ALTERNATE 1a INSTALL NEW BLEACHER SCREEN WRAP ASSEMBLY (SEE 7/A8)

AutoCAD SHX Text EXTENTS OF ALTERNATE 4a

AutoCAD SHX Text EXTENTS OF ALTERNATE 4a

AutoCAD SHX Text ALTERNATE 4b REMOVE EXISTING ASPHALT PAVING AROUND BLEACHER SECTIONS B, C, D & E. PREP AND INSTALL NEW STAMPED ASPHALT PAVING WITH COATING.

AutoCAD SHX Text EXTENTS OF ALTERNATE 4b

AutoCAD SHX Text EXTENTS OF ALTERNATE 4b

AutoCAD SHX Text EXTENTS OF ALTERNATE 4c

AutoCAD SHX Text EXTENTS OF ALTERNATE 4c

AutoCAD SHX Text A-8

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AutoCAD SHX Text A-8

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AutoCAD SHX Text A-8

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AutoCAD SHX Text A-8

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AutoCAD SHX Text A-8

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SIM., OPP.

AutoCAD SHX Text A-8

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AutoCAD SHX Text ALTERNATE #1a (ADD): INSTALL NEW BLEACHER SCREEN WRAP ASSEMBLY (SEE 1/A8 & 8/A8). : INSTALL NEW BLEACHER SCREEN WRAP ASSEMBLY (SEE 1/A8 & 8/A8). ALTERNATE #1b (ADD): PROVIDE SINGLE COLOR LARGE GRAPHIC (IMAGE AND COLOR TBD) ON NEW BLEACHER SCREEN WRAP ON : PROVIDE SINGLE COLOR LARGE GRAPHIC (IMAGE AND COLOR TBD) ON NEW BLEACHER SCREEN WRAP ON BLEACHER SECTION A ONLY. THIS ADD ALTERNATE IS THE GRAPHIC ONLY. ALTERNATE #2 (ADD): REMOVE EXISTING CHAIN-LINK FENCE, REPLACE WITH NEW 7'-0" TALL, POWDER-COATED ALUMINUM PICKET REMOVE EXISTING CHAIN-LINK FENCE, REPLACE WITH NEW 7'-0" TALL, POWDER-COATED ALUMINUM PICKET FENCE WITH GATES TO MATCH, COLOR: BLACK. EQUAL TO "CONNECTICUT ALUMINUM FENCING" BY RELIABLE FENCE COMPANY, WEST HAVEN, CT OR EQUAL. ALTERNATE #3a (ADD): REMOVE EXISTING DECKING AND RAILINGS, REPLACE WITH NEW AZEK DECKING, RAILING AND GATE : REMOVE EXISTING DECKING AND RAILINGS, REPLACE WITH NEW AZEK DECKING, RAILING AND GATE ASSEMBLIES. ALTERNATE #3b (ADD): REMOVE AND REPLACE DECK FRAMING WITH NEW PRESSURE-TREATED WOOD FRAMING IN KIND, IF EXISTING : REMOVE AND REPLACE DECK FRAMING WITH NEW PRESSURE-TREATED WOOD FRAMING IN KIND, IF EXISTING FRAMING IS IN POOR CONDITION. THIS ADD ALTERNATE IS FRAMING ONLY. ALTERNATE #3c (ADD): REMOVE EXISTING CHAIN-LINK FENCING AND CONCRETE CURB, INSTALL NEW AZEK RAILING ASSEMBLY. : REMOVE EXISTING CHAIN-LINK FENCING AND CONCRETE CURB, INSTALL NEW AZEK RAILING ASSEMBLY. ALTERNATE #4a (ADD): REMOVE EXISTING ASPHALT PAVING AROUND RESTROOM/CONCESSIONS BUILDING, PREP AND INSTALL NEW : REMOVE EXISTING ASPHALT PAVING AROUND RESTROOM/CONCESSIONS BUILDING, PREP AND INSTALL NEW STAMPED ASPHALT PAVING WITH COATING. FIELD: HERRINGBONE PATTERN, COLOR: TBD. BORDER COLOR: TBD ALTERNATE #4b (ADD): REMOVE EXISTING ASPHALT PAVING AROUND BLEACHER SECTIONS B, C, D & E, PREP AND INSTALL NEW : REMOVE EXISTING ASPHALT PAVING AROUND BLEACHER SECTIONS B, C, D & E, PREP AND INSTALL NEW STAMPED ASPHALT PAVING WITH COATING. FIELD: HERRINGBONE PATTERN, COLOR: TBD. BORDER COLOR: TBD ALTERNATE #4c (ADD): REMOVE EXISTING ASPHALT PAVING AROUND BLEACHER SECTION A, PREP AND INSTALL NEW STAMPED : REMOVE EXISTING ASPHALT PAVING AROUND BLEACHER SECTION A, PREP AND INSTALL NEW STAMPED ASPHALT PAVING WITH COATING. FIELD: HERRINGBONE PATTERN, COLOR: TBD. BORDER COLOR: TBD

AutoCAD SHX Text ALTERNATE 3a REMOVE EXISTING DECKING AND RAILINGS, REPLACE WITH NEW AZEK DECKING, RAILING AND GATE ASSEMBLIES

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LIST OF ALTERNATES

AutoCAD SHX Text N

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PROJECT NORTH

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TYP. AROUND BUILDING

AutoCAD SHX Text NOTE: ALTERNATES 3a AND 3b APPLY TO BOTH DECK AREA 1 AND DECK AREA 2

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DECK AREA 1

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DECK AREA 2

AutoCAD SHX Text ALTERNATE 4a REMOVE EXISTING ASPHALT PAVING AROUND BLEACHER SECTIONS B, C, D & E. PREP AND INSTALL NEW STAMPED ASPHALT PAVING WITH COATING.

AutoCAD SHX Text ALTERNATE 4c REMOVE EXISTING ASPHALT PAVING AROUND BLEACHER SECTIONS B, C, D & E. PREP AND INSTALL NEW STAMPED ASPHALT PAVING WITH COATING.

AutoCAD SHX Text STAMPED ASPHALT PAVING NOTES: STAMPED ASPHALT PAVING NOTES: 1. WHILE THE ASPHALT IS STILL HOT AND PLIABLE, PLACE STAMPING TEMPLATES ON SURFACE. USE A HEAVY ROLLER OR PLATE COMPACTOR TO PRESS PATTERN INTO ASPHALT. PATTERNS ARE TO BE REVIEWED AND APPROVED BY OWNER/ARCHITECT. 2. ONCE STAMPED, APPLY A THERMOPLASTIC OR POLYMER-BASED COATING, COLORS TO BE DETERMINED.

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EXISTING BUILDING CONCRETE CURB TO NEW STAMPED ASPHALT PAVING ASSEMBLY DETAIL

AutoCAD SHX Text A-7

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EXISTING CONCRETE CURB, TYP.

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EXISTING BUILDING

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ALIGN

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ALIGN

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1:20 MIN. SLOPE

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NEW STAMPED ASPHALT PAVING ASSEMBLY

AutoCAD SHX Text 25-014

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AS INDICATED

AutoCAD SHX Text 12/8/2025

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ISSUE FOR BID

Brian Polygonal Line

Brian Polygonal Line

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Brian Polygonal Line

Brian Line

Brian Line

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Brian Callout

ALTERNATE B FENCE AND GATE SCOPE CLARIFICATION IN RED

RFI LOG

Improvements to:

Frank DeLuca Field Date: 1/6/2026

Question Date Received

Directed To Response Response Date

1 Will the town waive the permit fee? 12/18/2025 Snyder Yes 12/19/2025 2 Will there be liquidated damages? 12/18/2025 Snyder No 12/24/2025 3 Will you require temporary fencing? 12/18/2025 Snyder No. The only temporary fencing needed is to keep visitors away from unsafe construction areas during games.

12/24/2025

4 Will you require a field office? 12/18/2025 Snyder The town does not require a field office. Contractor shall determine office need to properly manage project.

12/24/2025

5 To ensure accurate bidding would you ask for unit pricing on adjusting the toilet partitions, adjusting railings & seats, or replacing the railings?

12/18/2025 Snyder 1) Assume all toilet partitions and doors need adjusting and tightening. 2) Assume all bleacher railings need some level of tightening. 3) Assume 20 seats need repair/reattachement.

12/24/2025

6 A unit price for cmu cracks and mortar repointing would also provide accurate bidding.

12/18/2025 Snyder Contractor shall assume 200sf of CMU pointing on concession building.

12/24/2025

7 Please provide a spec for the screen door. 12/18/2025 Snyder Screen door shall be the "Grand Floridian" by Screen Tight or approved equal.

12/24/2025

8 Drawing S1 has boring reports, they are difficult to read, would you provide clean sheets or original copies?

12/18/2025 Snyder See attached Soils Report. 12/24/2025

9 One of the contractors for the helical piles says this design requires a minimum of 3’ between the piles. Please clarify.

12/18/2025 Cuoco The typical minimum spacing for helical piles is three times the largest helix diameter, which would be 3 feet in this case, as our largest diameter helix is 12 inches.

We used three piles in our caps for stability, not because we required the full capacity of the three piles.

When applying a reduction in capacity (group effect) by reducing the design spacing from 3 feet to 2.5 feet, we would still have the capacity to resist the required loads.

However, if the contractor would like to move the piles 3 inches, that would be acceptable as well.

12/24/2025

10 Please confirm the asphalt thickness and mix design for the Frank Deluca Field project.

12/22/2025 Snyder See attached paving detail. 12/24/2025

11 Will the range hood stay in place? Or must it be removed with all of the other kitchen equipment?

12/22/2025 Snyder Kitchen hood can remain in place if scope of work can be executed with it in place.

12/24/2025

12 After reviewing the plans, there is a conflict with which pile material the engineer wants to use for the project. On sheet S1, in the notes under the partial foundation plan, it calls out a 2 7/8" round shaft with a .276 wall thickness. On sheet S3, they show the round shaft on detail #1, and the square shaft on detail #2.

On sheet S5 under the Helical Pile notes, it calls out a 1 3/4" square shaft with an 8-10-12" plate configuration. There is no need to use two different pile types for the New Construction Piles and the Underpinning Piles, the same material can be used for both applications. Can you tell us which material is preferred.

12/22/2025 Cuoco Use 2 7/8" round shaft 12/24/2025

13 The plans call out A.B Chance products or Equal. Some manufacturers use stronger steel than others which changes the pile material capacity. Our manufacturer uses stronger steel than A.B Chance and I have a less expensive material that is rated for a design load of 37-kips. The design load on the plans is only calling for 20-kips. This is a round shaft product. Would this be applicable?

12/22/2025 Cuoco Submit product literature for review and approval if low bidder. 12/24/2025

14 Drawing A-7, Alternate 2, please clarify the extent of the chain link fence to be removed and replaced with the black picket fence.

12/22/2025 Snyder See attached drawing A-7 mark-up 12/24/2025

15 Please advise if bleacher paint stripping behind and under seating is intended in scope of work?

12/22/2025 Snyder Yes. The intention is to remove all visible paint from all bleacher elements including behind and underneath.

12/24/2025

16 Please advise intent of existing Ticket Booth and Souvenir buildings if Alternates 4a and/or 4c?

12/22/2025 Snyder Removal of Ticket Booth building shall be included in Alternate 4a, and removal of Souvenir building shall be included in Alternate 4c so paving in building area can be completed.

12/24/2025

17 There are (6) "Light Fixture Base, typ." depicted on drawing ST-1.

Please confirm if those are existing to remain or part of the scope of work. If so, please provide clarification/specs for what is needed.

12/24/2025 Snyder Existing to remain. 1/6/2026

18 Please verify if light fixtures A & B (depicted on A-3) are existing to remain or if those are included in scope of work.

12/24/2025 Snyder Light fixtures A and B are new and are called out in "Reflected Ceiling Plan Notes."

1/6/2026

19 Please clarify on the exhaust grills (depicted on A-3) as to if just the grills are to be replaced and if so what is currently being used.

Also if this is included in the Electrical or HVAC scope of work.

12/24/2025 Snyder "Provide Exterior Fixed Blade Extruded Aluminum Return Air Vent Grilles with High-Resistant Electrostatic Coating, White by ACAMINAIRE or approved equal. Sizes to match existing."

1/6/2026

20 Does the Town have structural or foundation drawings of the existing concession/restroom building?

12/24/2025 Snyder See attached January 2000 structural drawings. Accuracy of drawings to existing condtions cannot be confirmed.

1/6/2026

21 Because of the low overhead height, could the existing Grandstands be removed for shoring purposes?

12/24/2025 Cuoco This is a Means and Methods issue- this would need to be approved by and coordinated with the town.

RFI LOG

Improvements to:

Frank DeLuca Field Date: 1/6/2026

22 If the Grandstands cannot be removed, would it be possible to re-engineer the new supports to only have 2 new concrete piers?

Concern is there is not enough room for a machine to excavate around the existing structures.

12/24/2025 Cuoco No 1/6/2026

23 Drawing A-1 Kitchen Fixture/Appliance Notes advised all fixtures, appliances, and equipment are to be removed and stored to allow for new work to be completed. Please advise if the contractor is responsible to move, store, and re-install the items.

If so, please advise if there is space onsite to store or if the contractor needs to secure a storage container.

12/24/2025 Snyder Contractor is responsible to move, store, reinstall, and clean all appliances, equipment, etc … to execute scope of work.

1/6/2026

24 Note on A-1 advises “existing toilet accessories to be removed and replaced in kind, typ.” Please provide a list of all toilet accessories to be replaced, and specify which products to replace with.

12/24/2025 Snyder Toilet accessories shall be provided by owner and installed by G.C.

1/6/2026

Milone & MacBroom 99 Realty Drive

Cheshire, CT 06410

1000 Main Street, Stratford, CT Saturday, 29 April 2017

1'-5" 0.0

(203) 490-4777 63 Lancaster Drive, Beacon Falls, Connecticut 06403 www.site-llc.com SITElog® Report MMI-1 Depth Blows per 6" Moisture Changes Color DESCRIPTION OF FINDINGS General No. Pen. Rec.

0' to 2' 2 3 4 6 Damp 0.50 rb 1 24" 22"

0.67 br/rb

2' to 4' 18 17 17 13 Wet 0.92 rb FILL 2 24" 18"

1.58 rb

5' 4' to 6' 8 17 18 9 Wet gr/gy 3 24" 11" 5.50

6' to 8' 4 1 2 1 Wet d.br 4 24" 0" 8.00

8' to 10' 0 1 0 1 Moist d.br 5 24" 12"

10' ORGANICS

10' to 12' 0 1 1 0 Wet 6 24" 21" 11.50

13.00 og gy

15' 15' to 17' 4 3 1 1 Wet BEACH 7 24" 22"

16.50

18.00 gy DELTAIC gy/tn

20' 20' to 22' 6 13 14 16 Wet 8 24" 20"

23.00 MORAINE

ob/tn

25' 25' to 27' 7 9 9 11 Wet 9 24" 15"

27.00

30'

35'

41°10.494N 73°07.688W

J. DeAngelis, III

J. DeAngelis, Jr.

/ CME 55LCX

140# CME Auto

2" O.D. Lynac

2.25" H.S.A.

DISCLAIMER:

MMI 1

Sub-surface Investigations, Technology + Experience Soil Borings * Rock Coring * Concrete Coring * Monitor Wells * Geoprobe * Recovery Wells * SITELog Reports

Milone & MacBroom 99 Realty Drive

Cheshire, CT 06410

1000 Main Street, Stratford, CT Saturday, 29 April 2017

1'-9" 0.0

(203) 490-4777 63 Lancaster Drive, Beacon Falls, Connecticut 06403 www.site-llc.com SITElog® Report MMI-2 Depth Blows per 6" Moisture Changes Color DESCRIPTION OF FINDINGS General No. Pen. Rec.

0' to 2' 2 2 3 3 Damp 0.50 rb 1 24" 22"

2.00 br/rb

2' to 4' 10 17 18 17 Wet d.gy FILL 2 24" 20"

5' 5' to 7' 9 5 1 1 Wet 3 24" 19" 6.00

7' to 9' 2 1 1 1 Moist d.br 4 24" 20"

10' 10' to 12' 0 1 0 1 Wet ORGANICS 5 24" 20"

11.50 og

14.00 15' 15' to 17' 4 8 4 1 Wet gy 6 24" 0"

BEACH

16.50

17.50 gy DELTAIC?

gy/tn

20' 20' to 22' 11 16 14 15 Wet 7 24" 20"

MORAINE

25' 25' to 27' 6 9 9 9 Wet gy/ob 8 24" 15"

27.00

30'

35'

41°10.489N 73°07.684W

J. DeAngelis, III

J. DeAngelis, Jr.

/ CME 55LCX

140# CME Auto

2" O.D. Lynac

2.25" H.S.A.

DISCLAIMER:

MMI 2

Sub-surface Investigations, Technology + Experience Soil Borings * Rock Coring * Concrete Coring * Monitor Wells * Geoprobe * Recovery Wells * SITELog Reports