Addendum #3 - Bid C00124 - Staunton J&DR Courts Facility.pdf

ADDENDUM NO. 03

STAUNTON J&DR COURTS FACILITY

CITY OF STAUNTON, VIRGINIA

STAUNTON CITY BID REQUEST NO.: C00124

ARCHITECT’S PROJECT NO.: 630874

ARCHITECT/ENGINEER RICHMOND, VIRGINIA

TIMMONS GROUP

CIVIL CONSULTANT RICHMOND, VIRGINIA

SHEN MILSOM AND WILKE

AUDIO VISUAL CONSULTANT ARLINGTON, VIRGINIA

March 26, 2024

STAUNTON, VIRGINIA

March 26, 2024 ADDENDUM NO. 03 Page 2 of 8

QUESTION RESPONSES: 10

1. Drawing A3.1.2 indicates two different notes for roller shades. Note A under general notes 11 indicates provide manual roller shades at all exterior windows UNO. Note 2 under Door, Frame 12 and Glazing Type Keynotes indicates Provide roller shades as indicated by dashed lines. Please 13 clarify which is correct. 14

RESPONSE: A3.1.2 - Keynote 2 and dashed lines removed. 15

2. Hazardous Materials Abatement – Section 024100 indicates hazardous materials abatement will be 16 performed as Part of this Project and there is also a Section 028000 in the Project Manual. (not 17 listed in the table of contents) Please advise of who is performing the abatement of the hazardous, 18 is it the Contractor or the Owner by separate contract? 19

RESPONSE: Refer to revisions per ADD 01R. Contractor is responsible for abatement. 20

3. Steel fabricators are requesting the structural revit model for bidding purposes. Please advise if the 21

CAD/Revit models for structural, civil, etc.. will be released for bidding purposes prior to award of 22 the project. 23

RESPONSE: We do not release these models during bidding - after bidding CAD release 24 agreements must be signed with the contractor. 25

4. Section 000515, 1.9, Taxes - notes that the Owner is exempt from State sales tax; however it is our 26 understanding that the Contractors still need to include sales tax in their bids. Please confirm sales 27 tax associated with the Work is to be included in the Contractors bid. 28

RESPONSE: The City is tax-exempt and shall not be charged taxes for the project. The 29 contractor must include any taxes they pay in the bid price. 30

5. Section 010200 General Sitework Requirements is missing page 1. Please provide. 31

RESPONSE: Refer to full section included in AD-03 32

6. Bonds – please advise if there will be any Erosion and Sediment Bonds and/or any other site bonds 33 required for this project. 34

RESPONSE: No E&S bond will be required for the project. 35

7. Section 014520 Testing, Adjusting, and Balancing – please confirm the Contractor/Subcontractors 36 are only to assist the TAB agent/agency and also confirm the TAB agent/agency is engaged and 37 paid for by the Owner 38

RESPONSE: The TAB agent is NOT paid for by the owner. Refer to specification section 39

014520. 40

8. Commissioning - please confirm the Contractor/Subcontractors are only to assist the 41

Commissioning agent/agency and also confirm the Commissioning agent/agency is engaged and 42 paid for by the Owner. 43

RESPONSE: Refer to Commissioning Specifications. 44

9. Section 018317 Exterior Building Enclosure Air Barrier Requirements, please confirm the 45

Contractor/Subcontractors are only to assist the Third Party Testing agency for this section of work 46 and also confirm the Third Party Testing agency for this work is engaged and paid for by the Owner. 47

RESPONSE: There is no testing required by this section. The Contractor is, however, 48 responsible for engaging ABAA to perform air barrier inspection/testing per Section 072736. 49

10. Floor Polishing & Waxing – please confirm the Owner is providing the floor polishing & waxing 50 for the new floors or advise if the Contractor’s are to include this in their pricing. 51

RESPONSE: Refer to specification section 096513 for polishing. No waxing specified. 52

11. Section 024113 Selective Site Demolition – paragraph 1.9, Payment for Utility 53

Removal/Relocations notes that “The Owner will pay for the relocation of”; please confirm the 54

Owner will pay for the relocation of all the listed utilities, items A thru F as required. 55

RESPONSE: Relocation of existing services and associated infrastructure identified in the 56 contract documents is the responsibility of the contractor. Costs for reconnection of those 57 services by third party utility purveyors to be paid for by the Owner. 58

March 26, 2024 ADDENDUM NO. 03 Page 3 of 8

12. Section 312000 Earth Moving – paragraph 1.5 notes the site is classified to subgrade paragraph and 59 paragraph 1.5, E, 1 notes the additional excavation shall be counted toward the unit price 60 allowances established in the Bid Form. However, the Bid Form does not provide any site related 61

Unit Prices. Please provide the unit prices that are related to the Additional Work. 62

RESPONSE: Site is unclassified to subgrade, refer to quantity allowances in section 012100 63 and the bid form. 64

13. Section 329200 Lawns and Grasses – paragraph 1.9, B notes “areas under existing modular 65 buildings removed by the Owner”; please confirm this does not apply to this project or advise of 66 these locations. 67

RESPONSE: Confirmed. This note does not apply to this project. 68

14. The existing parking lots to remain appear to be in very rough condition with cracks, potholes, etc.. 69 and there is a note on C4.0 noting “Damaged asphalt beyond the extents of mill & overlay to be 70 replaced at the contractor’s expense”. Please confirm the contractors are not responsible for 71 replacing the existing parking lots/paving that is already in very rough condition and/or already 72 damaged. 73

RESPONSE: Refer to drawings in AD-03. Contractors are not responsible for any 74 remediation work outside of what is delineated on the plans, however, if areas outside of what 75 is delineated are further damaged, it will need to be replaced at the contractors expense. 76

15. Section 042000, 2.01, 4, notes decorative concrete ground face block, however it does not provide 77 a ground face manufacturer/basis of design selection. Please provide a basis of design if the project 78 requires decorative ground face block. We are not currently finding any ground face block on the 79 exterior elevations or on the finish schedule. Please advise of the intent. 80

RESPONSE: Refer to revised specification section 042000 included in AD-03. 81

16. Section 042000, 2.02 does not provide a brick manufacturer/basis of design selection. Please 82 provide a basis of design brick or provide a brick allowance to be used for bidding purposes. 83

RESPONSE: Refer to revised specification section 042000 included in AD-03. 84

17. Precast and cast stone trim units – drawing A4.2 notes cast stone bands and architectural precast 85 concrete coping, A5.2.2 provides APC shapes, and the project manual provides an architectural 86 precast concrete scope, but not a cast stone specification. Please advise of the intent for precast 87 versus cast stone trim units. 88

RESPONSE: Refer to drawings A4.1, A4.2, A5.2.2 and specification section 047200 in AD-89

03. All units will be cast stone. 90

18. Can the AWI QCP requirement be removed and replaced with a specification requirement to 91 provide millwork fabrication and installation that is commensurate with the AWI Standards? 92

RESPONSE: AWI QCP is required. 93

19. Section 126723. Referencing the courtroom benches specified, please advise on what wood species 94 the benches should be. 95

RESPONSE: Refer to revised specification section 126723 in AD-03. 96

20. Drawing C4.0, A1.1.1. Referencing the flagpoles shown on the drawings referenced above, please 97 provide the total height of the flagpoles, and provide a detail for the concrete foundation. 98

RESPONSE: Refer to drawing A1.1.1 in AD-03. 99

21. Are Civil CAD Files available? 100

RESPONSE: We do not release these models for bidding - after bidding CAD release 101 agreements must be signed with the contractor. 102

22. Is there a REVIT model available to be issued to the contractors? 103

RESPONSE: We do not release these models for bidding - after bidding CAD release 104 agreements must be signed with the contractor. 105

23. Please confirm that the top railing molding and handrail for glass Guardrail (3/A6.1.3) is not 106 wood/millwork. 107

RESPONSE: Refer to specification section 057000 in AD-03 108

24. Please confirm that the wood hatch on 6/A6.1.5 ramp section is not required paneling. 109

March 26, 2024 ADDENDUM NO. 03 Page 4 of 8

RESPONSE: Refer to drawing A6.1.5 in AD-03. Paneling is not required on the ramp side of 110 the wall. 111

25. Please confirm tags #2 and #8 on 6/A8.2.2 are all accurate as drawn. The inside of some areas are 112 tagged to be painted (#8) while the far right is tagged to have a veneer finish (#2). 113

RESPONSE: Refer to drawing A8.2.2 in AD-03. 114

26. Reference 5/A7.2.1. Please clarify the extent of wall paneling. Does it go above the crown as 115 hatched? Is it above the chair rail as hatched in some areas? If so, does it go behind the acoustic 116 panels? 117

RESPONSE: Refer to drawing A7.2.1 in AD-03. 118

27. The site lighting layout on the C4.1 differs from the electrical site plan E1.0. Which is correct? 119

RESPONSE: Refer to drawing E1.0 in AD-03. 120

28. DRAWING A3.3.1 SPECIFICATION 111900. Detention door and frame schedule calls for a 121 shutter to be provided on doors D152, D154, D158, D255, D259, D260. Please provide a detail for 122 the shutter, as well as any security hardware requirements. 123

RESPONSE: Refer to Detail 12/A3.3.1 on revised Drawing A3.3.1. 124

29. SHEET C-2.0 calls out areas of the access road and asphalt parking lot to be "Milled and Overlaid". 125

Sheet C-4.0 highlights those same areas as new heavy-duty asphalt which the detail on C-1.1 shows 126 as 8" of stone base and 2" of surface asphalt. 127

RESPONSE: Refer to revised drawings. Mill and overlay have been removed. 128

30. There are no grade changes in these areas except for the entrance where it has an exploded view 129 showing specific regrading. There needs to be clarity as to whether the Mill and Overlay is to be 130 utilized or full excavation, 8" of stone base and 2" of surface. 131

RESPONSE: Refer to revised drawings. Mill and overlay have been removed. 132

31. In the entrance area near West Beverley, Sheet C5.0 calls for "Existing Asphalt to Remain" in the 133 crosswalk and parking areas. This area is also left out of the areas to be milled and overlaid on 134 sheet C-2.0, but on Sheet C-4.0 that same area is shaded as if it is new heavy-duty Asphalt. Which 135 is correct? 136

RESPONSE: Refer to revised drawings. Mill and overlay have been removed. 137

32. L2.0 On sheet L2.0 in the Notes, Note 2. Says the owner is responsible for maintaining shrubs and 138 trees and also replacing any that die. Note 4-6 talks about maintenance but does not specify who is 139 responsible. So, note 2 and 4-6 seem to contradict themselves. Plus, the landscaper should replace 140 any shrubs or trees that die. Should the contractor assume warranting shrubs and trees for 1 yar 141 and the Owner doing the maintenance? Also, can the contractor assume all the evergreens along 142 the border would just have individual mulch rings around them? 143

RESPONSE: Include a 1 year warrantee on shrubs & trees. Owner shall be responsible for 144 maintenance of the trees, shrubs, landscape after it is accepted. Include a mulch ring on the 145 evergreen screening trees individually. 146

33. Please state the anticipated award date and the anticipated project start date. 147

RESPONSE: Award date tentatively week of 8 April, NTP week of 15 April. 148

34. A7.3.1 Should room 166, Hold Toilet, receive a detention equipment item D1 or D2 single or 149 double detention mirror? 150

RESPONSE: A detention mirror is not required in this space. 151

35. SE1.1 Please advise if pedestrian gates G6 & G7 are to be controlled and monitored by the security 152 electronics system. If yes, are these tow gates to be equipped with hardware set SH12 per spec 153 section 111960? 154

RESPONSE: Refer to Drawing SE2.1 for gate control status. Provide Security Hardware Set 155

SH12 at each gate, per Section 111960. 156

36. Addendum 1R detail 1 on Sheet 3.0.3 shows a resilient base which I believe is a special profile 157 from Roppe. The specs do not indicate any special profile, just standard 4-inch cove base. Is the 158 special profile desired and if so, can we get a product name? 159

RESPONSE: Refer to revised specification section 096513 in AD-03 160

March 26, 2024 ADDENDUM NO. 03 Page 5 of 8

37. Spec 096513 Resilient base and accessories, regarding the stair covering a rubber stringer is listed 161 in the products. The manufacturer of the specified tread does not make a matching stringer and 162 stringer is not normally used where there is a mental stringer. Please let us know if a rubber stringer 163 is desired and if so, what product. 164

RESPONSE: Refer to revised specification section 096513 in AD-03 165

38. On the finish plan and finish schedule room 218 Elec calls for C-Tile (carpet tile). Is that correct? 166

RESPONSE: Refer to updated drawing in AD-03. 167

39. 096519 Resilient Tile calls for moisture mitigation, but I believe this is part of a separate allowance 168 and not part of the base bid. Am I correct? 169

RESPONSE: Indicate as separate allowance. 170

40. Referencing the AIA General Conditions, subparagraph 15.1.7 and the supplementary general 171 conditions revising this subparagraph, please reinstate the original AIA subparagraph 15.1.7 and 172 remove the revision from the project documents. 173

RESPONSE: The City will leave the supplementary language unchanged at 15.1.7. 174

41. Could Delta Controls be added to the list of manufacturers shown in 230900 2.1A? 175

RESPONSE: Yes 176

42. Drawing A3.1.2 General Note A. states, " Provide Manual Roller Shades at all exterior windows 177

UNO. Door, Frame and Glazing Type Keynote 2. stats, "Provide Roller Shades as indicated by 178

Dashed Lines." 1. Are roller shades only required at Types notes with Keynote 2? 2. Are roller 179 shades only required at the Glazing sections with dashed lines? 3. May we exclude Shades at: 180

Doors, Vestibules, stairs, interior glazing? 4. May we exclude shades at: Vestibule 100? 5. Attached 181 is our Shade Plan Takeoff Drawing. Please confirm accuracy. 182

RESPONSE: Refer to drawing A3.1.2 in AD-03. Keynote 2 and dashed lines removed. 183

43. Spec section 122400 2.0.2 B. 6 a specifies, " Fascia". This is not detailed in the drawings. May 184 we exclude? 185

RESPONSE: Refer to revised specification section 122400 in AD-03. Refer to "Closure Clip" 186 that houses the roller shade mechanism shown in detail 12/A5.2.3. 187

44. Spec section 122400 2.0.2 B. 6 c specifies, " Ceiling pockets." Detail 12/A5.2.3 articulates "Custom 188 sided panel cover by Ceiling Perimeter System manufacturer," and " Ceiling Perimeter System 189

Perimeter Pocket." The panel cover is not available by the Division 12 manufacturers. May be 190 exclude? The pocket is available, however, for consistency, it is recommended that Division 09 191 provide both (Panel Cover and Pocket) for consistency/continuity. May we exclude Pocket? Are 192 panel covers and pockets both color white? 193

RESPONSE: Refer to revised specification section 122400 in AD-03. The "custom sided panel 194 cover" is required due to ceiling heights and recessed pockets that have been noted as, 195

“varies," therefore a specific size will not work for all applications. Panel covers are to be 196

VIF for accuracy for each panel cover size throughout. A full range of standard colors are to 197 be selected by the architect. 198

45. The project manual table of contents list Section 285220 Interview Room Recording System; 199 however, it does not appear that we actually have that Section in the manual. 200

RESPONSE: Delete specification section 285220. 201

46. Please confirm which A305 version should be used. 202

RESPONSE: Refer to specifications in AD-03. 203

47. Addendum 1R, noted a revised Section 285000 Security Control System, however it was not 204 included in the addendum. 205

RESPONSE: Refer to specifications in AD-03. 206

48. Per the electrical service riser shown on Drawing E5.1 feeders 100Y and 225Y are to be installed 207 between the generator and transfer switches. The detail for Duct bank B-B doesn't indicate either 208 of the conduit sizes associated with 100Y or 225Y. Please provide clarification of required conduit 209 sizes and the intent of each conduit shown in the B-B duck bank detail. 210

RESPONSE: Refer to revised drawing E5.1 in AD-03. 211

March 26, 2024 ADDENDUM NO. 03 Page 6 of 8

49. Referencing the excavation scope, it does not clearly state in the bid documents to date what the 212 intentions are of being an unclassified or classified site. There are currently no unit prices for rock 213 or unsuitable materials on the bid form. There are no mention that I see of any allowances or units 214 clearly stated in section 012100, 012100 or 012200. Earthwork section 312000 Definition 1.4 A 215 mentions excavation (except for rock) but the Execution section 3 does not clearly spell out 216 excavations or compensation. Excavation 312000 section part 1.5 Additional Work - part A refers 217 to Paragraph 4.3.4 of the General Conditions for conditions of additional excavation work, yet there 218 is no section 4.3.4 in the General Conditions or reference to excavations in the General Conditions. 219

Can we clearly ask if units can be applied to the bid form? Can the site be fully classified or at least 220 classified BELOW subgrade for rock or unsuitable materials. 221

RESPONSE: Refer to question 12. Site is unclassified to subgrade, refer to quantity 222 allowances in section 012100 and the bid form. 223

50. For the BAS Controls in DIV 23. Is it the intent that the UH’s and CUH’s are to be controlled and 224 monitored on the BAS system? The control flow diagrams to mention it, the sequence of operations 225 reference them, but the equipment specs call for integral thermostats. 226

RESPONSE: UH and CUH to be controlled by BAS system. Equipment spec revised to 227 include unit mounted thermostats rather than integral thermostats. 228

51. Spec 230993, section 2.17 calls for Fire Alarm Monitoring, but just leaves it to monitor dry 229 contacts. Can you confirm the number of dry contacts? Does this system need to be integrated in 230 to the BAS? 231

RESPONSE: System is not integrated with control to the BAS - just monitored by the BAS. 232

Dry contacts for simple status of fire alarm (alarm/normal) 233

52. Spec 230900 , section 2.1 allows for Scheider Electric, but then the following paragraphs refer to 234

Niagra N4. Is a Scheider Electric Head end acceptable for this project or should it be a Tridium 235 front end? 236

RESPONSE: Paragraph updated to remove the specific manufacturer framework/head ends 237 and leave it open to multiple manufacturers set up 238

MODIFICATIONS TO THE PROJECT MANUAL AND DRAWINGS: 240

DELETE the previously issued Documents indicated below in their entirety and SUBSTITUTE the 241 revised Documents in their entirety, noted as Addendum 03, dated March 26, 2024. 242

March 26, 2024 ADDENDUM NO. 03 Page 7 of 8

SECTION 000110 – TABLE OF CONTENTS 243

SECTION 000301 – GENERAL CONSTRUCTION BID FORM 244

SECTION 004513 – CONTRACTOR’S QUALIFICATION STATEMENT (AIA DOCUMENT 245

A305) WITH EXHIBITS 246

SECTION 010200 – GENERAL SITE WORK 247

SECTION 012100 – ALLOWANCES 248

SECTION 012200 – UNIT PRICES 249

SECTION 019113 – GENERAL COMMISSIONING 250

SECTION 019113 – COMMISSIONING PLAN PART 2 251

SECTION 024113 – SELECTIVE SITE DEMOLITION 252

SECTION 042000 – UNIT MASONRY 253

SECTION 047200 – CAST STONE MASONRY 254

SECTION 057000 – DECORATIVE METAL RAILING 255

SECTION 081416 – FLUSH WOOD DOORS 256

SECTION 081433 – STILE AND RAIL WOOD DOORS 257

SECTION 093000 – TILING 258

SECTION 096513 – RESILIENT BASE AND ACCESSORIES 259

SECTION 096519 – RESILIENT TILE FLOORING 260

SECTION 097200 – WALL COVERING 261

SECTION 098414 – ACOUSTIC STRETCH-FABRIC WALL AND CEILING SYSTEMS 262

SECTION 122400 – WINDOW SHADES 263

SECTION 126723 – COURTROOM BENCH SEATING 264

SECTION 220800 – PLUMBING SYSTEMS COMMISSIONING 265

SECTION 230800 – MECHANICAL SYSTEMS COMMISSIONING 266

SECTION 230900 – BUILDING AUTOMATION SYSTEM 267

SECTION 238239 – UNIT HEATERS 268

SECTION 260800 – ELECTRICAL SYSTEMS COMMISSIONING 269

SECTION 285000 – SECURITY CONTROL SYSTEM 270

SECTION 312000 – EARTH MOVING 271

DRAWING C1.1 – NOTES AND DETAILS 272

DRAWING C2.0 – EXISTING CONDITIONS AND DEMOLITION 273

DRAWING C4.0 – LAYOUT PLAN 274

DRAWING C4.1 – UTILITY PLAN 275

DRAWING A1.1.1 – ARCHITECTURAL SITE PLAN 276

DRAWING A2.0.0 – ADD ALTERNAT NO 1 PARTIAL BUILDING DEMO PLAN AND 277

DETAILS 278

March 26, 2024 ADDENDUM NO. 03 Page 8 of 8

DRAWING A3.0 – FINISH SCHEDULE 279

DRAWING A3.0.1 – FIRST FLOOR PATTERN AND FINISH PLAN 280

DRAWING A3.0.2 – SECOND FLOOR PATTERN AND FINISH PLAN 281

DRAWING A3.1.2 – DOOR, FRAME AND GLAZING TYPES 282

DRAWING A3.3.1 – DETENTION DOOR & WINDOW SCHEDULE & DETAILS 283

DRAWING A4.1 – BUILDING ELEVATIONS 284

DRAWING A4.2 – BUILDING ELEVATIONS 285

DRAWING A5.2.2 – SECTION DETAILS 286

DRAWING A6.1.3 – ENLARGD RAMP PLANS & DETAILS 287

DRAWING A6.1.5 – ENLARGED RAMP PLANS & DETAILS 288

DRAWING A7.2.1 – ENLARGED FIRST FLOOR COURTROOM AND ELEVATIONS 289

DRAWING A7.2.2 – ENLARGED SECOND FLOOR COURTROOM AND ELEVATIONS 290

DRAWING A8.1.0 – FIRST FLOOR AND SECOND FLOOR LOBBY ELEVATIONS 291

DRAWING A8.2.2 – COURTROOM BENCH PLAN, SECTION & DETAILS 292

DRAWING A8.2.3- COURTROOM CASWORK DETAILS 293

DRAWING S1.1.1 – FOUNDATION PLAN 294

DRAWING S2.1.1 – SECOND FLOOR FRAMING PLAN 295

DRAWING S4.1.1 – FRAMING SECTIONS 296

DRAWING S4.2.2 – FRAMING SECTIONS 297

DRAWING E1.0 – SITE PLAN – ELECTRICAL 298

DRAWING E5.1 – POWER ONE-LINE DIAGRAM 299

REFER TO DRAWINGS ATTACHED TO THE END OF THIS ADDENDUM 301

END OF ADDENDUM NO 03 303

Architect’s Project No: 630874

TABLE OF CONTENTS (*AD-01R) (*AD-03) TOC - 1

TABLE OF CONTENTS (*AD-01R) (*AD-03)

DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS

Invitation to Bid

Instructions to Bidders (AIA Document A701)

000101 Supplemental Instructions to Bidders (*AD-01R)

Prebid Question Form (*AD-01R)

Bid Form (*AD-01R) (*AD-03)

Bid Bond

004513 Contractor's Qualification Statement (AIA Document A305) with Exhibits(*AD-03)

000515 City of Staunton / VPPA Project Requirements

000516 Employment Verification Act

Standard Form of Agreement Between Owner and Contractor (AIA Document A101)

Performance Bond

Payment Bond

General Conditions of the Contract for Construction (AIA Document A201)

000750 Supplementary General Conditions

SPECIFICATIONS

DIVISION 1 – GENERAL REQUIREMENTS

010200 General Sitework Requirements(*AD-03)

011000 Summary

012000 Price and Payment Procedures

012100 Allowances(*AD-03)

012200 Unit Prices(*AD-03)

012300 Alternates (*AD-01R)

012500 Substitution Procedures

Substitution Request Form (After Receipt of Bids)

013000 Administrative Requirements

013216 Construction Progress Schedule

014000 Quality Requirements

014200 Definitions and Reference Standards

014520 Testing, Adjusting, and Balancing for HVAC

015000 Temporary Facilities and Controls

016000 Product Requirements

017000 Execution and Closeout Requirements

017419 Construction Waste Management and Disposal

017800 Closeout Submittals

017900 Demonstration and Training

018119 Indoor Air Quality Requirements

018317 Exterior Building Enclosure Air Barrier Requirements

019113 Commissioning Requirements(*AD-03)

TABLE OF CONTENTS (*AD-01R) (*AD-03) TOC - 2

DIVISION 2 – EXISTING CONDITIONS

024100 Demolition

024113 Selective Site Demolition(*AD-03)

028000 Hazardous Materials Remediation (*AD-01R)

DIVISION 3 – CONCRETE

033000 Cast-In-Place Concrete

034500 Precast Architectural Concrete (*AD-03)

DIVISION 4 – MASONRY

042000 Unit Masonry(*AD-03)

047200 Cast Stone Masonry (*AD-03)

DIVISION 5 – METALS

051200 Structural Steel Framing

052100 Steel Joist Framing

053100 Steel Decking

054000 Cold-Formed Steel Framing – Structural (CFSF-S)

054003 Continuous Insulation (CI) Framing System, Clipped

055000 Metal Fabrications

055100 Metal Stairs

055133 Metal Ladders

055213 Pipe and Tube Railings

057000 Decorative Metal Railing(*AD-03)

DIVISION 6 – WOOD PLASTICS AND COMPOSITES

061000 Rough Carpentry

064100 Architectural Woodwork and Casework (*AD-01R)

064400 Custom Courts Woodwork and Casework

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

071300 Sheet Waterproofing

072100 Thermal Insulation

072736 Sprayed Foam (SPF) Air Barrier

074213.23 Metal Composite Material Wall Panels

075423 TPO Membrane Roofing

076200 Sheet Metal Flashing and Trim

077100 Roof Specialties

077200 Roof Accessories

078400 Firestopping

078426 Thermal Barriers for Plastics

079200 Joint Sealants

DIVISION 8 – OPENINGS

081113 Steel Doors and Frames

081416 Flush Wood Doors (*AD-03)

081433 Stile and Rail Wood Doors (*AD-03)

083100 Access Doors and Panels

083323 Overhead Coiling Doors

TABLE OF CONTENTS (*AD-01R) (*AD-03) TOC - 3

084313 Aluminum-Framed Storefronts

084413 Glazed Aluminum Curtain Walls

085619 Pass Windows

085653 Security Windows

087100 Door Hardware

087113 Power Door Operators

088000 Glazing

088813 Fire-Rated Glazing

089100 Louvers

DIVISION 9 – FINISHES

092216 Cold Formed Steel Framing - Non-Structural (CFSF-NS)

092900 Gypsum Board

093000 Tiling(*AD-03)

095100 Acoustical Ceilings

095753 Security Ceiling Assemblies

096513 Resilient Base and Accessories(*AD-03)

096519 Resilient Tile Flooring(*AD-03)

096623 Resinous Matrix Terrazzo Flooring

096813 Tile Carpeting

097200 Wall Coverings(*AD-03)

098414 Acoustic Stretched-Fabric Wall and Ceiling Systems(*AD-03)

099100 Painting

DIVISION 10 – SPECIALTIES

101400 Signage

102113.17 Phenolic Toilet Compartments

102600 Wall and Door Protection

102800 Toilet and Bath Accessories

104400 Fire Protection Specialties

107300 Protective Covers

107500 Flagpoles

DIVISION 11 – EQUIPMENT

111400 Pedestrian Control Equipment

111900 Detention Equipment

111910 Custom / Security Hollow Metal Work

111950 Security Glass and Glazing

111960 Security Hardware

DIVISION 12 – FURNISHINGS

122400 Window Shades(*AD-03)

126723 Courtroom Bench Seating(*AD-03)

DIVISION 13 – SPECIAL CONSTRUCTION (not used)

DIVISION 14 – CONVEYING SYSTEMS

142400 Hydraulic Elevators

TABLE OF CONTENTS (*AD-01R) (*AD-03) TOC - 4

DIVISION 21 – FIRE SUPPRESSION

210500 Common Work Results for Fire-Suppression

211000 Water-Based Fire-Suppression Systems

DIVISION 22 – PLUMBING

220500 Common Work Results for Plumbing Piping

220513 Motors for Plumbing Equipment

220516 Expansion Fittings and Loops for Plumbing Piping

220517 Sleeves and Sleeve Seals for Plumbing Piping

220519 Meters and Gages for Plumbing Piping

220523 General-Duty Valves for Plumbing Piping

220529 Hangers and Supports for Plumbing Piping and Equipment

220553 Identification for Plumbing Piping and Equipment

220700 Plumbing Insulation

220800 Plumbing Systems Conditioning(*AD-03)

221113 Facility Natural Gas Piping

221116 Domestic Water Piping

221119 Domestic Water Piping Specialties

221125 Circulating Pumps

221316 Sanitary Waste and Vent Piping

221319 Sanitary Waste Piping Specialties

221413 Facility Storm Drainage Piping

221423 Storm Drainage Piping Specialties

221429 Sump Pumps

223400 Fuel-Fired Domestic Water Heaters

224000 Plumbing Fixtures

224500 Emergency Plumbing Fixtures

224600 Security Plumbing Fixtures

DIVISION 23 – MECHANICAL

230500 Common Work Results for HVAC

230513 Motors for HVAC Equipment

230514 Variable Speed Drives

230516 Expansion Fittings and Loops for HVAC Piping

230517 Sleeves and Sleeve Seals for HVAC Piping

230519 Meters and Gages for HVAC Piping

230523 General-Duty Valves for HVAC Piping

230529 Hangers and Supports for HVAC Piping and Equipment

230548 Vibration Control for HVAC

230553 Identification for HVAC Piping and Equipment

230700 HVAC Insulation

230800 Mechanical Systems Commissioning(*AD-03)

230900 Building Automation System

230993 Sequence of Operations for HVAC Controls

232113 Hydronic Piping

232123 Hydronic Pumps

232300 Refrigerant Piping

233113 Metal Ducts

TABLE OF CONTENTS (*AD-01R) (*AD-03) TOC - 5

233300 Air Duct Accessories

233423 HVAC Power Ventilators

233600 Air Terminal Units

233713 Diffusers, Registers, and Grilles

234100 Particulate Air Filtration

235100 Breechings, Chimneys, and Stacks

235216 Condensing Boilers

237413 Packaged Outdoor Central Station Air Handling Units

238126 Ductless Mini-Split Air Conditioning Units

238239 Unit Heaters(*AD-03)

DIVISION 25 – INTEGRATED AUTOMATION (not used)

DIVISION 26 – ELECTRICAL

260519 Low-Voltage Electrical Power Conductors and Cables

260526 Grounding and Bonding for Electrical Systems

260529 Hangers and Supports for Electrical Systems

260533 Raceways and Boxes for Electrical Systems

260543 Underground Ducts and Raceways for Electrical Systems

260544 Sleeves and Sleeve Seals for Electrical Raceways and Cabling

260553 Identification for Electrical Systems

260572 Overcurrent Protective Device Short-Circuit Study

260573 Overcurrent Protective Device Coordination Study

260574 Overcurrent Protective Device Arc-Flash Study

260800 Electrical Systems Commissioning(*AD-03)

260923 Lighting Control Devices

260943 Relay-Based Lighting Controls

262200 Low-Voltage Transformers

262413 Switchboards

262416 Panelboards

262714 Utility Service Entrance (DVP)

262726 Wiring Devices

262813 Fuses

262816 Enclosed Switches and Circuit Breakers

262913 Enclosed Controllers

263213 Engine Generators

263600 Transfer Switches

264113 Lightning Protection for Structures

264313 Surge Protection for Low-Voltage Electrical Power Circuits

265119 LED Interior Lighting

265613 Lighting pole and standards

265619 LED Exterior Lighting

DIVISION 27 – COMMUNICATIONS

270500 Common Work Results for Communications

270528 Pathways for Communications Systems

271100 Communications Equipment Room Fittings

271300 Communications Backbone Cabling

TABLE OF CONTENTS (*AD-01R) (*AD-03) TOC - 6

271500 Communications Horizontal Cabling

275227 Elevator 2-way Intercom System

276410 RF BDA-Based Signal Booster System

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

280500 Common Work Results for Electronic Safety and Security

283111 Digital, Addressable Fire-Alarm System

285000 Security Control System (*AD-01R) (*AD-03)

285010 PLC, Network, and UPS Systems

285020 Video Graphical User Interface

285030 Cabinets and Enclosures

285100 Audio Communication Systems

285200 Video Surveillance

285220 Interview Room Recording System(*AD-03)

285260 Video Management System

285300 Access Control System (*AD-01R)

285400 Duress – Misc. Systems

285500 Auxiliary Control Systems

285900 Security Management Server

DIVISION 31 – EARTHWORK

312000 Earth Moving(*AD-03)

DIVISION 32 – EXTERIOR IMPROVEMENTS

321216 Asphalt Paving

321313 Site Concrete

321700 Pavement Markings, Signs, and Specialties

323114 Security Chain-Link Fences and Gates

329200 Lawns & Grasses

329300 Exterior Plants

DIVISION 33 – UTILITIES

331000 Exterior Water System

333000 Sanitary Sewerage

334100 Storm Utility Drainage Piping

334200 Foundation Drainage Systems

DIVISION 34 – TRANSPORTATION (not used)

APPENDIX A: Asbestos and Lead Paint Survey Report (*AD-01R)

APPENDIX B: Geotechnical Engineering Study (*AD-01R)

END OF TABLE OF CONTENTS

Architect’s Project No: 630874

City of Staunton, VA 000301-1

J&DR Courts Facility General Construction Bid Form

Moseley Architects Project No: 630874

City of Staunton IFB#C00124

BID FORM - GENERAL CONSTRUCTION – Architect’s Project No: 630874 (*AD-01R) (*AD-03)

City of Staunton IFB#C00124

DATED: ____________________________ Bidder’s Name and Address (Print or Type)

(Bidder to insert date bid submitted)

City of Staunton, VA

116 W. Beverley St

Staunton, VA 24401 _______________________________________

To Whom It May Concern:

This Bid is submitted in accordance with your Advertisement inviting Bids to be received for the General

Construction Work for Staunton J&DR Courts Facility, City of Staunton, VA.

Having carefully examined the Contract Documents as defined in Article 1 of the Agreement, bound in the

Specifications, and including the Addenda enumerated in the Bid, which are incorporated with these documents indicating various conditions affecting this Contract, the undersigned herein agrees to furnish all materials, perform all labor and do all else necessary to complete the Contract for the above-named

Project in accordance with said Contract Documents for:

Total Base Bid Project Cost for All General Construction (INCLUDING ALLOWANCES)

___________________________________________________________________ DOLLARS

Accompanying this Bid is a certified check, bank cashier's check, bank treasurer's check or Bid Bond required by Paragraph 4.2 of the Instructions to Bidders which is deposited as a bid guarantee, and is to be retained by you and applied as provided in Paragraph 4.2.1 of the Instructions to Bidders, in case the undersigned shall default in executing the Contract or in furnishing the required Bonds and insurance certificates within the time specified by these Contract Documents.

The undersigned hereby certifies that this Bid is genuine, and is not a sham or collusive, or made in the interest of, or on behalf of any person, firm or corporation not herein named, and that the undersigned has not directly or indirectly induced or solicited any bidder to refrain from bidding and that the undersigned has not in any manner sought by collusion to secure for itself, any advantages over any other bidder.

The undersigned, intending to be legally bound, agrees that this Bid shall be irrevocable and shall remain subject to your acceptance for 60 days after the date set for bid opening.

Architect’s Project No: 630874

City of Staunton, VA 000301-2

J&DR Courts Facility General Construction Bid Form

Moseley Architects Project No: 630874

City of Staunton IFB#C00124

It is hereby certified that the undersigned is the only person(s) or entity(ies) interested in this Bid as

Principal, and that the Bid is made without collusion with any person, firm or corporation. The Bidder hereby agrees to furnish surety company bonds in the form incorporated in the Contract Documents, in the amount of one hundred percent (100%) of the Contract Price for the Performance Bond and the

Payment Bond as surety against defects or inferior materials or workmanship which may develop during the period of one (1) year from the date of completion and acceptance of the Work performed under the

Contract, within ten (10) days after notice by the Owner of the intention to award the Contract and execute the Agreement and furnish evidence of required insurance coverage, upon request, within ten

(10) days after mailing by the Owner of Notice of Intent to Award, and to commence work within forty-eight (48) hours after receipt of Notice to Proceed.

The Bidder guarantees that, if awarded a Contract, it will furnish and deliver all materials, all specified temporary facilities and controls, tools, equipment, tests, and transportation, to secure all permits and licenses, to do and perform all labor, superintendence, and all means of construction, pay all fees (unless specifically noted otherwise), and do all incidental Work, and to execute, construct and finish, in an expeditious, substantial and workmanlike manner in accordance with the plans and specifications, to the complete satisfaction and acceptance of the Owner for the price herein stated.

It is understood that the City of Staunton reserves the right to reject any or all Bids or Proposals, or parts thereof, or items thereof, and to waive technicalities required for the best interests of the Owner.

The undersigned submits this Bid with the full knowledge of the Contract requirements and hereby agrees that Work of this Project, under this Contract, shall be substantially completed by November 1st, 2025, which period shall be the essence of the Contract. Each phase of construction will have its own substantial completion date. See Section 011000 Summary of Work.

The Bidder agrees that it will not assign its Bid or any of its rights or interests hereunder without written consent of the Owner.

The undersigned Contractor agrees to furnish all labor and materials for any additional work ordered by the Owner, and for which no pre-agreed price has been fixed, for the net cost of all labor and materials furnished plus the contracted markup noted in Article 6 of the Supplementary General Conditions.

THE BID FORM AND THE FOLLOWING ATTACHMENTS SHALL BE SUBMITTED IN DUPLICATE:

1. Two (2) Bid Security

2.

3.

4.

Two (2)

Two (2)

Two (2)

Contractor’s Qualification Statement (AIA Document A305)

Virginia SCC number

Non-Collusion Affidavit

Architect’s Project No: 630874

City of Staunton, VA 000301-3

J&DR Courts Facility General Construction Bid Form

Moseley Architects Project No: 630874

ALLOWANCES: The Instructions to Bidders and the Contract Documents comprising the plans and specifications, and all documents bound therewith, together with all Addenda thereto, shall apply to all

Allowances and Unit Prices as listed in Division 1 Sections “Allowances”, “Unit Prices”, and as listed below:

Lump Sum Allowance #1: Interior and Exterior Panel Signage $50,000.

Quantity Allowance #1: Moisture Vapor Treatment (MVT):

Provide quantity of 20,000 square feet (sf) at $____________ per sf (in-place unit price/measurement);

for a total allowance amount of $_______________________ (figures only)

Quantity Allowance #2: Additional Excavation: (*AD-03)

Provide quantity of 200 cubic yards (cy) at $____________ per cy (in-place unit price/measurement);

Quantity Allowance #3: Additional Excavation for Trenches and Footings: (*AD-03)

Provide quantity of 100 cubic yards (cy) at $____________ per cy (in-place unit price/measurement);

Quantity Allowance #4: Mass Rock Excavation: (*AD-03)

Provide quantity of 25 cubic yards (cy) at $____________ per cy (in-place unit price/measurement);

Quantity Allowance #5: Trench Rock Excavation: (*AD-03)

Provide quantity of 10 cubic yards (cy) at $____________ per sf (in-place unit price/measurement);

The Owner reserves the right to accept or reject any and all Unit Prices stipulated on the Bid Form.

Architect’s Project No: 630874

City of Staunton, VA 000301-4

J&DR Courts Facility General Construction Bid Form

ALTERNATE BID PRICE: (Reference Section 012300 – Alternates) (*AD-01R)

1. Alternate #1 Bid Price: Partial Building Demolition: Provide all work associated with Partial

Building Demolition, the existing structure is a single-level steel-framed building consisting of steel roof deck. The demolition shall consist generally of roof structure, steel columns, and exterior and interior walls, in strict accordance with the Bid Documents; Lump Sum + Lump Sum Allowances + associated

Quantity Allowances

$ (Figures only)

ADDENDA

The undersigned hereby acknowledge receipt of following Addenda and has prepared this bid accordingly:

ADDENDUM #_______ Dated_______________ ADDENDUM #_______ Dated_______________

ADDENDUM #_______ Dated_______________ ADDENDUM #_______ Dated_______________

Bids shall be officially signed in accordance with the Instructions to Bidders, using the applicable portion of the "Signature Pages".

Architect’s Project No: 630874

City of Staunton, VA 000301-5

J&DR Courts Facility General Construction Bid Form

Moseley Architects Project No: 630874

SIGNATURES

IN WITNESS WHEREOF, the undersigned has caused this Bid to be executed as of the day and year indicated on the first page hereof.

For Individual Bidder

Name of Bidder (Printed)

______________________________ By: __________________________________________

Witness (Signature of Individual)

Trading and doing business as * ______

Business Address

*If a fictitious or trade name is employed in the conduct of business, insert name here:

Next, complete, by deletion as appropriate, the following statement:

Foregoing fictitious or trade name (has) (has not) been registered by the individual proprietorship under

Virginia Law.

Architect’s Project No: 630874

City of Staunton, VA 000301-6

J&DR Courts Facility General Construction Bid Form

Moseley Architects Project No: 630874

For Partnership Bidder

(Name of Partnership)

Name of General Partner (Printed)

_____________________________ By: _____

Witness (Signature of General Partner)

The Partners constituting the Partnership herein named are:

Partner Address

[Add additional lines for the names and addresses of additional Partners, if there are more than four

Partners in the Partnership, by attaching an additional page or pages to this Bid.]

*If a fictitious or trade name is employed by the Partnership in conduct of its business, insert name here:

Next, complete, by deletion as appropriate, the following statement:

Foregoing fictitious or trade name (has) (has not) been registered by the partnership under Virginia Law.

Architect’s Project No: 630874

City of Staunton, VA 000301-7

J&DR Courts Facility General Construction Bid Form

Moseley Architects Project No: 630874

For Corporate Bidder

(Name of Corporation)

By:_______________________________ Attest:

Signature of President, Vice President, Signature of Secretary, Assistant Secretary, or other authorized representative * Treasurer, Assistant Treasurer or other authorized representative **

(CORPORATE SEAL)

* If a representative other than the President or a Vice President of the Corporation signs this Bid on its behalf, then attach a valid corporate resolution or other appropriate proof, dated prior to or as of the date of the Bid, evidencing authority to execute this Bid on behalf of the Corporation.

** If a representative other than the Secretary, an Assistant Secretary, the Treasurer or an Assistant

Treasurer attests to the signature of the corporate representative, then attach a valid corporate resolution or other appropriate proof, dated prior to or as of the date of the Bid, evidencing authority to attest to the execution of this Bid on behalf of the Corporation.

(1) Complete the following statement:

The Corporation has been organized and is existing under laws of the State/Commonwealth of

(2) If the Corporation has been organized under laws of a State other than those of the Commonwealth of Virginia, complete, by deletion as appropriate, the following statement:

The Corporation (has) (has not) been granted a certificate of authority to do business in the

Commonwealth of Virginia under applicable laws.

(3) If the Corporation has been organized under laws other than those of the Commonwealth of Virginia and has NOT been granted a certificate of authority, complete, by deletion as appropriate, the following statement:

The Corporation (has) (has not) applied for a certificate of authority to do business in the Commonwealth of Virginia and (has) (has not) attached a copy of the pending application to this Bid.

Architect’s Project No: 630874

City of Staunton, VA 000301-8

J&DR Courts Facility General Construction Bid Form

Moseley Architects Project No: 630874

For Limited Liability Company (LLC) Bidder

[Name of Contractor]

(Print Name of Limited Liability Company)

Attest:___________________________ By: ________________________________________

Signature of an authorized representative* Signature of an authorized representative**

* The individual attesting verifies and represents that the person whose signature is affixed to this Bid on behalf of the Limited Liability Company (LLC) is duly authorized in accordance with the representations hereafter set forth.

** Check the box which applies to this Bid:

□ The Certificate of Organization or operating agreement provides that the LLC is to be managed by managers, and this Bid has been executed by a Manager fully authorized by the Certificate, by the

Operating Agreement and by Resolutions of the LLC. Copies of the relevant documents are provided with the Bid or can be provided upon request within three (3) working days.

□ The Certificate of Organization and operating agreement does not provide that LLC is to be managed by managers, and this Bid has been executed by a Member fully authorized by the Certificate, by the

Operating Agreement and by Resolutions of the LLC. Copies of the relevant documents are provided with the Bid or can be provided upon request within three (3) working days.

□ This Bid has been executed by a representative of the LLC who is not a Manager or a Member of the

LLC, and instead who holds the office of ______________________ (insert title), and the execution of this Bid is fully authorized by the Certificate, by the Operating Agreement and by Resolutions of the

LLC. Copies of the relevant documents are provided with the Bid or can be provided upon request within three (3) working days.

The Bidder and the individuals signing and attesting to the execution of this document further represent that (1) execution of the Bid is carrying on business in the usual way; (2) the LLC authorizes the execution of this Bid even if execution and submission of this Bid is not carrying on business in the usual way for the

LLC; and (3) to the best of the individuals’ information and belief, the Owner has no knowledge of the

Member’s or the Manager’s lack of actual authority, or of any applicable and relevant restriction on his or her authority.

Architect’s Project No: 630874

City of Staunton, VA 000301-9

J&DR Courts Facility General Construction Bid Form

Complete the following statement:

The LLC has been organized and is existing under laws of the State/Commonwealth of:

If the LLC has been organized under laws of a State other than those of the Commonwealth of Virginia, complete, by deletion as appropriate, the following statement:

The LLC (has) (has not) been granted a certificate of authority to do business in the Commonwealth of

Virginia under applicable laws.

If the LLC has been organized under laws other than those of the Commonwealth of Virginia and has NOT been granted a certificate of authority, complete, by deletion as appropriate, the following statement:

The LLC (has) (has not) applied for a certificate of authority to do business in the Commonwealth of

Virginia and (has) (has not) attached a copy of the pending application to this Bid.

Architect’s Project No: 630874

GENERAL SITEWORK REQUIREMENTS 01 02 00 - Page 1 of 3

GENERA

SECTION 01 02 00 – GENERAL SITEWORK REQUIREMENTS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the contract, including General and Supplemental Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 SITEWORK LAYOUT

A. Monuments and Benchmarks

1. Maintain all monuments, property corners, benchmarks and other reference points.

2. If these are disturbed or destroyed during construction operations, have them replaced by a surveyor licensed in the Commonwealth of Virginia. This replacement shall be at no additional expense to the Contract.

B. Laying out the Work.

1. Locate all existing benchmarks and other reference points.

2. Protect these points throughout construction.

3. Layout work utilizing these reference points.

C. As-Built Drawings

1. Maintain a record of the as-built locations of all underground utilities and piping.

2. Maintain a record of any as-built variations of the work.

3. As-built Drawings shall be prepared and certified by a Land Surveyor registered in the

Commonwealth of Virginia and in accordance with the City of Staunton’s As-Built requirements and submitted to them for approval.

4. Submit these as-built drawings at Project Closeout.

1.3 EASEMENTS

A. Restore all off-site easements to the condition existing prior to the start of work.

1.4 MAINTENANCE OF TRAFFIC

A. Maintain vehicular and pedestrian traffic across the frontage of this project. Comply with all applicable safety requirements.

kgaray Text Box

(*AD-03)

kgaray Text Box

(*AD-03)

Architect’s Project No: 630874

GENERAL SITEWORK REQUIREMENTS 01 02 00 - Page 2 of 3

GENERA

1.5 SUBMITTALS

A. For those submittals, close-out documents and O&M manuals requiring review by the engineer’s consultants, contractor shall ship such documents to the engineer.

1.6 CORRELATION OF CONSTRUCTION DOCUMENTS

A. Review construction documents thoroughly prior to the start of construction.

B. Report any conflict or discrepancy discovered in the Construction Documents to the Engineer prior to the start of construction.

C. Report any conflict or discrepancy discovered between the Construction Documents and state and local governmental regulations to the Engineer prior to the start of construction.

1.7 PROJECT CONDITIONS

A. The conditions existing at the time of inspection for bidding purposes will be maintained by the Owner to the extent practical. However, minor variations may occur due to Owner’s removal and salvage operations prior to the start of demolition work.

B. The location of existing underground utilities indicated is approximate only. Field locate all existing underground utilities in the area of work, regardless of whether or not they are indicated. Call “Miss Utility” prior to the start of demolition work for assistance in the location of existing underground utilities.

C. Should charted, uncharted or incorrectly charted utilities be encountered during demolition, contact the engineer immediately for instructions. Cooperate with Owner and utility companies to keep services and facilities in operation.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.1 PROJECT CLEAN UP

A. Clean site as construction progresses. Do not allow trash or other waste materials to accumulate.

B. Prior to requesting the punch-list inspection, clean the site to the following requirements:

1. Power wash all walks and pavements.

2. The remainder of the site shall be broom clean.

3. Remove all trash and debris.

kgaray

Architect’s Project No: 630874

GENERAL SITEWORK REQUIREMENTS 01 02 00 - Page 3 of 3

GENERA

3.2 EXISTING FACILITIES

A. Preserve existing signs, markers, guardrails and fences in their original condition unless written permission is obtained for their removal and replacement.

B. Replace damaged items at no additional cost to the Contract.

END OF SECTION

kgaray

Architect's Project No.: 630874

Allowances (*AD-03) 012100 - 1

SECTION 012100

ALLOWANCES (*AD-03)

PART 1 GENERAL

1.01 SUBMITTALS

A. Allowance Proposal: Submit initial proposal for purchase of products and materials, on Change Order form.

B. Supporting Documentation:

1. Products and Material: Provide invoices and other documents as required, for products and materials indicating quantities, prices, taxes, delivery fees, and other costs.

2. Labor and Installation: Provide time sheets and other documents as required, indicating all on-site Subcontractor costs, including hours worked, quantity or amount of product/material installed, hourly wages, and…