B.08.03 Solicitation Amendment W91237-20-B-0002 0002.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

Solicitation W9123720B0002 f or the Tow n of Martin Phase II Redevelopment Site, Martin, KY is herby amended as follow s:

See the attached SUMMARY OF CHANGES

1. CONTRACT ID CODE PAGE OF PAGES

1 13

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

16C. DATE SIGNED

BY 29-May-2020

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W9123720B0002

X 9B. DATED (SEE ITEM 11)

04-May-2020

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 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-May-2020

CODE

USACE, CONTRACTING DIVISION

KRISTIN BLAKE, 502 8TH STREET

HUNTINGTON WV 25701

W91237 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9123720B0002

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The following have been added by full text:

SUMMARY OF CHANGES AMDT 0002

General Information:

Changes to Solicitation SF 1442:

BID SCHEDULE

1. The Bid Schedule Section is deleted in its entirety and a new revised Bid Schedule Section is substituted in

Section 00 10 00.

Changes to Specification and Drawings as posted to beta.sam.gov. The below referenced enclosures are posted to beta.sam.gov via file A.03.09 Amendment package 0002 Specifications and Drawings:

SECTION 00 80 00 – SPECIAL CONTRACT REQUIREMENTS

2. This section is deleted in its entirety and a new revised Section 00 80 00 is substituted therefore as Enclosure

No. 2.

SECTION 01 32 01.00 10 – PROJECT SCHEDULE

3. This section is deleted in its entirety and a new revised Section 01 32 01.00 10 is substituted therefore as Enclosure No. 3.

SECTION 01 35 26 – GOVERNMENTAL SAFETY REQUIREMENTS

4. This section is deleted in its entirety and a new revised Section 01 35 26 is substituted therefore as Enclosure

No. 4.

SECTION 01 78 00 – CLOSEOUT SUBMITTALS

5. This section is deleted in its entirety and a new revised Section 01 78 00 is substituted therefore as Enclosure No. 5.

SECTION 02 82 00 – ASBESTOS REMEDIATION

6. This section is deleted in its entirety and a new revised

Section 02 82 00 is substituted therefore as Enclosure No. 6.

SECTION 31 00 00 – EARTHWORK

7. This section is deleted in its entirety and a new revised Section 31 00 00 is substituted therefore as Enclosure No. 7.

SECTION 31 05 19.05 12 – HIGH STRENGTH GEOTEXTILE

8. This section is deleted in its entirety and a new revised Section 31 05 19.05 12 is substituted therefore as

Enclosure No. 8.

SECTION 31 66 16.53 – SOLDIER PILE – LAGGING WALLS

9. This section is deleted in its entirety and a new revised Section 31 66 16.53 is substituted therefore as Enclosure No. 9.

SECTION 32 92 19 – SEEDING

10. This section is deleted in its entirety and a new revised Section 32 92 19 is substituted therefore as Enclosure

No. 10.

SECTION 33 11 00 – WATER UTILITY DISTRIBUTION PIPING

11. This section is deleted in its entirety and a new revised Section 33 11 00 is substituted therefore as Enclosure No. 11.

SECTION 33 36 40 – PREFABRICATED VERTICAL DRAINS

12. This section is deleted in its entirety and a new revised Section 33 36 40 is substituted therefore as Enclosure

No. 12.

DRAWINGS

13. The following drawings are hereby revised to indicate the following changes and are enclosed as Enclosure No.

13:

a. Drawing No. CD-104:

i. Added overhead bypass circuit note.

ii. Identified Structure TM-64 and TM-65 within Tract No. 204.

b. Drawing No. CU-104:

i. Revised stationing of Waterline 100+00.

c. Drawing No. CU-105:

i. Revised stationing of Waterline 100+00.

d. Drawing No. CU-106:

i. Changed connection to existing water system for Waterline 200+00 to connect to and existing gate valve rather than cutting in a new 6”x6” tee.

e. Drawing No. CU-112:

i. Adjusted the alignment of Waterline 100+00.

f. Drawing No. CU-117:

i. Revised Note No. 7 from 2 weeks to 30 calendar days notice.

g. Drawing No. CU-216:

i. Revised profile of Waterline 100+00 to correspond with the adjusted alignment.

h. Drawing No. CU-217:

i. Revised profile stationing of Waterline 100+00.

i. Drawing No. CU-218:

i. Revised profile stationing of Waterline 100+00.

j. Drawing No. CU-219:

i. Revised profile of Waterline 200+00 to correspond with the adjusted connection to the existing water system.

k. Drawing No. CU-601:

i. Revised Water Material Schedule for Option 1.

l. Drawing No. CI-101:

i. Provided Finish Grade at top of wall elevations along the wall profile in Elevation View 2.

ii. Detail reference number was changed from Detail 5 to Detail 6.

m. Drawing No. CI-102:

i. Revised Finish Grade at front of wall in Elevation View 2.

ii. Detail reference number was changed from Detail 5 to Detail 6.

n. Drawing No. CI-501:

i. Detail 1 revised to include backfill material and removal of the timber lagging and geotextile.

ii. Detail 2 revised to remove the timber lagging.

iii. Detail 3 revised to clarify concrete lagging.

iv. Detail 6 revised to include backfill material and removal of the timber lagging and geotextile.

The following have been modified:

BID SCHEDULE

The award will be made to the lowest bidder that bids the lowest TOTAL price of the Base Contract and ALL Options.

The lowest bidder will be determined by the total of the base, plus the total of all Options. Options are listed in the order in which the government intends to exercise; however, the government has the right to award any Option in any order as long as the Option is exercised as defined in the schedule that follows.

The Government intends to award the Base and all Options.

If the Government so elects the Options will be exercised as follows:

Option 1 – If the Government so elects, Option 1 will be awarded NLT March 31, 2021

Option 2 – If the Government so elects, Option 2 will be awarded NLT June 30, 2021

Option 3 – If the Government so elects, Option 3 will be awarded NLT March 31, 2022.

The Government may reject a bid as non-responsive if it is materially and mathematically unbalanced as to price for any offered item or combination of offered items. A bid is unbalanced when it is based on prices significantly less than cost for some work and prices, which are significantly overstated for other work.

ALL BIDDERS ARE REQUIRED TO FILL OUT THE BID SCHEDULE BELOW. THIS INCLUDES THE

BASE AND ALL OPTIONS.

ALL LINE ITEMS ON THE BID SCHEDULE SHALL BE FILLED OUT INCLUDING UNIT PRICES AND

TOTAL AMOUNTS.

ALL LINE ITEMS MUST BE FILLED OUT OR THE BID WILL BE DEEMED NON-RESPONSIVE. BIDDERS

ARE INSTRUCTED TO ENTER A DOLLAR AMOUNT ON EACH LINE ITEM OR THE OFFERROR MUST

PUT A "NO CHARGE (N/C)" NOTATION ON THE LINE ITEM.

Item Item and Figures Est. Qty. Unit Unit

Price Estimated Amount

The Base Contract includes: 1) demolition and removal of structures on Tracts 202, 204, 207, 223, 226, 227, 228, and 241-2; 2) excavation of borrow from Mayo Hollow and placement of fill; 3) construction of the northern bump-out and retaining wall; 4) construction of segments of the Detour Road; and 5) construction of new utilities.

1 Reimbursement of Actual Cost of Performance and Payment Bonds for Bids in Excess of $150,000

1 Job

2 Mobilization and Demobilization 1 Job 3 Installing Project Identification and Safety Performance

Signs 1 Job

4 Contractor Furnished Government Office 10 Month

5 Contractor Furnished Janitorial Services 10 Month 6 Erosion, Sediment Controls, and Environmental Protection 1 Job

7 Working As-Built Documents (which price shall not be less than $10,000)

1 Job

8 Tract 202 Demolition 1 Job 9 Tract 204 Demolition 1 Job

10 Tract 207 Demolition 1 Job 11 Tract 223 Demolition 1 Job 12 Tract 226 Demolition 1 Job 13 Tract 227 Demolition 1 Job 14 Tract 228 Demolition 1 Job 15 Tract 241-2 Demolition 1 Job 16 Miscellaneous Site Demolition 1 Job 17 Utility Pole Removal 20 EA 18 Utility Line Abandonment 1 Job 19 Guardrail Removal and Disposal 560 LF 20 Tract 202 Asbestos Survey 1 Job 21 Tract 204 Asbestos Survey 1 Job 22 Tract 223 Asbestos Survey 1 Job 23 Tract 226 Asbestos Survey 1 Job 24 Tract 227 Asbestos Survey 1 Job 25 Tract 241-2 Asbestos Survey 1 Job 26 Phase II Redevelopment Site Asbestos Abatement 17,500 SF 27 Geotechnical Instrumentation 1 Job 28 Topsoil Removal and Stockpiling 1,920 CY 29 Excavation 312 CY 30 Rock Excavation 1,954 CY 31 Fill Placement 37,300 CY 32 High Strength Geotextile 3,843 SY 33 Clearing and Grubbing 7 Ac 34 Retaining Walls 454 SY 35 Additional Soldier Pile and Foundation Length 1 LF 36 Additional Rock Anchors and Assemblies 1 EA 37 Removal of Rock 1 LF 38 Removal of Obstructions 1 LF 39 Additional Reinforced Concrete Lagging Panels 1 CF 40 Crushed Stone Base 4,595 Tons 41 Class 2 Asphalt Base 0.75D PG64-22 1,109 Tons 42 Class 2 Asphalt Surface 0.38D PG64-22 512 Tons 43 Bituminous Tack Coat 620 Gal.

44 Bituminous Prime Coat 620 Gal.

45 Edge Key 60 LF 46 Maintenance of Traffic 1 Job 47 Pavement Striping 1 Job 48 Pavement Markings 1 Job 49 Geotextile Fabric - Type IV 2,220 SY 50 Geogrid Reinforcement for Subgrade 2,220 SY 51 Pipe Removal and Disposal 100 LF 52 Gas Line Trenching 1,905 LF 53 Seeding 4 Arce 54 8" ASTM D2241 SDR-17 PVC Pipe 1,749 LF 55 8" Pressure Class 350 DI Pipe 52 LF 56 8" Mechanical Joint Horizontal Bends 14 EA 57 8" Mechanical Joint Vertical Bends 4 EA 58 8" Mechanical Joint Tees 3 EA 59 8" Mechanical Caps 3 EA 60 8" Gate Valves 4 EA 61 Valve Boxes and Covers 4 EA 62 Air Release Valve Assembly 1 EA 63 6” SDR 35 PVC Sanitary Pipe 19 LF 64 8” SDR 35 PVC Sanitary Pipe 588 LF 65 48” Standard Sanitary Manholes 16 VF 66 6” Class 51 DIP Sanitary 401 LF 67 6" Horizontal Bend 5 EA 68 6" Mechanical Joint Vertical Bends 2 EA 69 Combination Air Valve 1 EA 70 18” RCP Class IV 106 LF 71 24” RCP Class IV 92 LF 72 27” RCP Class IV 38 LF 73 36” RCP Class IV 22 LF 74 Diversion Ditch 1,296 LF 75 18” Sloped Headwall 1 EA 76 24” Concrete Headwall 1 EA 77 27” Concrete Headwall 1 EA 78 Manhole Type A 26 VF 79 Manhole Type B 26 VF 80 Manhole Type C 12 VF 81 Curb Inlet-B (5’) 8 VF 82 Rip Rap 122 CY

Total for Base Contract Items (1 thru 82):

Option One includes: 1) excavation of borrow from Mayo Hollow and placement of fill; 2) construction of segments of the Detour Road and Ice Plant Hollow Road; 3) extension of existing culvert; 4) construction of segments of the Ice Plant Hollow Road culvert; and 5) construction of new utilities.

83 Reimbursement of Actual Cost of Performance and Payment Bonds for Bids in Excess of $150,000

1 Job

84 Mobilization and Demobilization 1 Job 85 Contractor Furnished Government Office 6 Month 86 Contractor Furnished Janitorial Services 6 Month 87 Erosion, Sediment Controls, and Environmental Protection 1 Job

88 Working As-Built Documents (which price shall not be less than $10,000)

1 Job

89 Miscellaneous Site Demolition 1 Job 90 Utility Pole Removal 10 EA 91 Manhole/WWPS Abandonment 5 EA 92 Utility Line Abandonment 1 Job 93 Geotechnical Instrumentation 1 Job 94 Topsoil Removal and Stockpiling 533 CY 95 Excavation 4,340 CY 96 Fill Placement 9,820 CY 97 Clearing and Grubbing 2 Ac 98 Crushed Stone Base 1,904 Tons 99 Underdrain 175 LF

100 Maintenance of Traffic 1 Job 101 Pavement Striping 1 Job 102 Geotextile Fabric - Type IV 920 SY 103 Geogrid Reinforcement for Subgrade 920 SY 104 Pipe Removal and Disposal 100 LF 105 Gas Line Trenching 680 LF 106 Seeding 2 Acre 107 6" ASTM D2241 SDR-17 PVC Pipe 51 LF 108 8" ASTM D2241 SDR-17 PVC Pipe 648 LF 109 6" Pressure Class 350 DI Pipe 105 LF 110 8" Mechanical Joint Horizontal Bends 10 EA 111 6" Mechanical Joint Vertical Bends 4 EA 112 8" Mechanical Joint Tees 3 EA 113 8"X6" Mechanical Joint Reducers 3 EA 114 6" Mechanical Caps 2 EA 115 8" Mechanical Caps 2 EA 116 6" Gate Valves 2 EA 117 8" Gate Valves 3 EA

118 Valve Boxes and Covers 6 EA 119 6” SDR 35 PVC Sanitary Pipe 30 LF 120 8” SDR 35 PVC Sanitary Pipe 477 LF 121 48” Standard Sanitary Manholes 24 VF 122 5' X 4' Box Culvert 46 LF 123 6' X 3' Box Culvert 277 LF 124 Diversion Ditch 151 LF 125 5’ X 4’ Box Culvert Concrete Headwall 1 EA 126 Manhole Tower 26 VF 127 9.0’ X 6.0' Junction Box 2 EA

Total for Option One Items (83 thru 127):

Option Two includes: 1) excavation of borrow from Mayo Hollow and placement of fill; 2) construction of the southern bump-out and retaining wall; 3) demolition of the Low-Income Housing Facility; 4) completion of the Detour Road; 5) completion of Ice Plant Hollow Road and Emergency Access Road tie-in; 6) construction of segments of the Ice Plant Hollow Road culvert; and 7) construction of new utilities.

128 Reimbursement of Actual Cost of Performance and Payment Bonds for Bids in Excess of $150,000

1 Job

129 Mobilization and Demobilization 1 Job 130 Contractor Furnished Government Office 7 Month 131 Contractor Furnished Janitorial Services 7 Month 132 Erosion, Sediment Controls, and Environmental Protection 1 Job

133 Working As-Built Documents (which price shall not be less than $10,000)

1 Job

134 Low-Income Housing Facility Demolition 1 Job 135 Miscellaneous Site Demolition 1 Job 136 Utility Pole Removal 10 EA 137 Manhole/WWPS Abandonment 10 EA 138 Utility Line Abandonment 1 Job 139 Guardrail Removal and Disposal 550 LF 140 Phase II Redevelopment Site Asbestos Abatement 5,200 SF 141 Geotechnical Instrumentation 1 Job 142 Topsoil Removal and Stockpiling 1,060 CY 143 Excavation 2,020 CY 144 Rock Excavation 4,700 CY 145 Fill Placement 21,220 CY 146 High Strength Geotextile 4,510 SY 147 Clearing and Grubbing 4 Ac 148 Retaining Walls 580 SY 149 Additional Soldier Pile and Foundation Length 1 LF 150 Additional Rock Anchors and Assemblies 1 EA

151 Removal of Rock 1 LF 152 Removal of Obstructions 1 LF 153 Additional Reinforced Concrete Lagging Panels 1 CF 154 Crushed Stone Base 4,595 Tons 155 Class 2 Asphalt Base 0.75D PG64-22 2,194 Tons 156 Class 2 Asphalt Surface 0.38D PG64-22 627 Tons 157 Bituminous Tack Coat 760 Gal.

158 Bituminous Prime Coat 760 Gal.

159 Edge Key 80 LF 160 Maintenance of Traffic 1 Job 161 Pavement Striping 1 Job 162 Pavement Markings 1 Job 163 Guardrail 295 LF 164 Guardrail End Treatment 2 EA 165 Utility Conduit Bank 40 LF 166 Geotextile Fabric - Type IV 2,220 SY 167 Geogrid Reinforcement for Subgrade 2,220 SY 168 Pipe Removal and Disposal 100 LF 169 Gas Line Trenching 1,325 LF 170 Topsoil Placement 70 CY 171 Seeding 2 Acre 172 6" ASTM D2241 SDR-17 PVC Pipe 160 LF 173 8" ASTM D2241 SDR-17 PVC Pipe 1,352 LF 174 6" Pressure Class 350 DI Pipe 88 LF 175 8" Pressure Class 350 DI Pipe 57 LF 176 6" Mechanical Joint Horizontal Bends 4 EA 177 8" Mechanical Joint Horizontal Bends 8 EA 178 6" Mechanical Joint Vertical Bends 4 EA 179 8" Mechanical Joint Vertical Bends 8 EA 180 8" Mechanical Joint Tees 7 EA 181 6" Mechanical Caps 3 EA 182 8" Mechanical Caps 1 EA 183 6" Gate Valves 6 EA 184 8" Gate Valves 1 EA 185 Valve Boxes and Covers 7 EA 186 Fire Hydrants 3 EA 187 Air Release Valve Assembly 1 EA 188 6” SDR 35 PVC Sanitary Pipe 11 LF 189 8” SDR 35 PVC Sanitary Pipe 424 LF 190 48” Standard Sanitary Manholes 54 VF 191 18" RCP Class IV 39 LF 192 36" RCP Class IV 44 LF

193 6' X 3' Box Culvert 73 LF 194 Diversion Ditch 335 LF 195 18" Sloped Headwall 2 EA 196 36" Pipe Culvert Headwall 2 EA 197 6' X 3' Box Culvert Headwall 1 EA 198 Manhole Tower 9 VF 199 Rip Rap 72 CY

Total for Option Two Items (128 thru 199):

Option Three includes: 1) excavation of borrow from Mayo Hollow and placement of fill; 2) reconstruction of KY-1428 including tie-in with Ice Plant Hollow Road and the Detour Road; 3) completion of the Ice Plant Hollow Road culvert; 4) decommissioning of the existing culvert; 5) construction of new utilities and wastewater pump station; 6) demolition of Water Street Bridge; 7) paving and resurfacing Emergency Access Road and Phase I Site Area; 8) wetland creation and restoration of Mayo Hollow.

200 Reimbursement of Actual Cost of Performance and Payment Bonds for Bids in Excess of $150,000

1 Job

201 Mobilization and Demobilization 1 Job 202 Contractor Furnished Government Office 13 Month 203 Contractor Furnished Janitorial Services 13 Month 204 Erosion, Sediment Controls, and Environmental Protection 1 Job

205 Working As-Built Documents (which price shall not be less than $10,000)

1 Job

206 Post-Fill Floodplain Survey 1 Job 207 Final As-Built Documents

(which price shall not be less than $20,000) 1 Job

208 Submission and Approval of O&M Manuals (which price shall not be less than $10,000)

1 Job

209 Water Street Bridge Demolition 1 Job 210 Culvert Abandonment 1 EA 211 Miscellaneous Site Demolition 1 Job 212 Utility Pole Removal 40 EA 213 Manhole/WWPS Abandonment 20 EA 214 Utility Line Abandonment 1 Job 215 Phase II Redevelopment Site Asbestos Abatement 1,000 SF 216 Geotechnical Instrumentation 1 Job 217 Pump Station 1 Job 218 Topsoil Removal and Stockpiling 3,308 CY 219 Excavation 2,840 CY 220 Mayo Hollow Wetland Excavation 2,925 CY 221 Fill Placement 270,690 CY 222 Mayo Hollow Wetland Fill Placement 3,564 CY

223 High Strength Geotextile 19,180 SY 224 Clearing and Grubbing 4 Ac 225 Sidewalk 1,194 SY

226 Standard Curb and Gutter 1,953 LF

227 Crushed Stone Base 13,165 Tons

228 Class 2 Asphalt Base 0.75D PG64-22 4,326 Tons

229 Class 2 Asphalt Binder 0.50D PG64-22 106 Tons

230 Class 2 Asphalt Surface 0.38D PG64-22 1,312 Tons

231 Bituminous Tack Coat 2,187 Gal.

232 Bituminous Prime Coat 2,187 Gal.

233 Asphalt Pavement Milling and Texturing 398 Tons.

234 Adjust Manhole or Utility Vault Frame to Grade 8 EA

235 Roadway Signs 1 Job

236 Edge Key 325 LF

237 Underdrain 2,039 LF

238 Maintenance of Traffic 1 Job

239 Pavement Striping 1 Job

240 Pavement Markings 1 Job

241 Metal Frame Gate 1 EA

242 Guardrail 2,940 LF

243 Guardrail End Treatment 8 EA

244 Concrete Barrier Wall 30 LF

245 Utility Conduit Bank 50 LF

246 Pipeline Casing 48 LF

247 Geotextile Fabric - Type IV 6,360 SY

248 Geogrid Reinforcement for Subgrade 6,360 SY

249 Right of Way Monument 28 EA

250 Pipe Removal and Disposal 100 LF

251 Gas Line Trenching 1,740 LF

252 Mayo Hollow Wetland Construction 1 Job

253 Topsoil Placement 5,800 CY

254 Seeding 11 Acre 255 Plantings 1 Job 256 HDD Installation 419 LF 257 6" ASTM D2241 SDR-17 PVC Pipe 23 LF 258 8" ASTM D2241 SDR-17 PVC Pipe 1,546 LF 259 6" Pressure Class 350 DI Pipe 12 LF 260 8" Pressure Class 350 DI Pipe 1,136 LF 261 8" Mechanical Joint Horizontal Bends 13 EA 262 8" Mechanical Joint Vertical Bends 10 EA 263 8" Mechanical Joint Tees 6 EA

264 6" Mechanical Caps 1 EA 265 6" Gate Valves 4 EA 266 8" Gate Valves 4 EA 267 Valve Boxes and Covers 8 EA 268 Fire Hydrants 3 EA 269 Yard Hydrants 1 EA 270 Air Release Valve Assembly 3 EA 271 6” SDR 35 PVC Sanitary Pipe 30 LF 272 8” SDR 35 PVC Sanitary Pipe 1,260 LF 273 8” Class 51 DIP Sanitary 452 LF 274 48” Standard Sanitary Manholes 47 VF 275 60” Drop Sanitary Manholes 63 VF 276 48” Doghouse Sanitary Manhole 15 VF 277 4” Class 51 DIP Sanitary 240 LF 278 4" Horizontal Bend 5 EA 279 6" Horizontal Bend 8 EA 280 4” Gate Valves 1 EA 281 6” Gate Valves 2 EA 282 Combination Air Valve 2 EA 283 6” Class 51 DIP Sanitary 1,446 LF 284 6” Mechanical Joint Tees 1 EA 285 Prefabricated Vertical Drains 229,600 VLF 286 Cone Penetrometer Tests 500 LF 287 Drainage Blanket 5,600 CY 288 15” RCP Class IV 126 LF 289 18” RCP Class IV 62 LF 290 21” RCP Class IV 130 LF 291 24” RCP Class IV 208 LF 292 30” RCP Class IV 116 LF 293 36” RCP Class IV 375 LF 294 6’X 3’ Box Culvert 15 LF 295 6’X 6’ Box Culvert 116 LF 296 Diversion Ditch 594 LF 297 18” Sloped Headwall 1 EA 298 21” Sloped Headwall 2 EA 299 24” Sloped Headwall 2 EA 300 36” Pipe Culvert Headwall 2 EA 301 6’ X 6’ Box Culvert Headwall 1 EA 302 Manhole Type A 22 VF 303 Manhole Type B 69 VF 304 Manhole Type C 44 VF 305 Curb Inlet-A (5’) 34 VF

306 Curb Inlet-B (5’) 42 VF 307 Rip Rap 503 CY

Total for Option Three Items (200 thru 307):

Total for Base Contract plus Option One, Option Two, and Option Three (Line Items 1 thru 307):

SECTION 00 21 00 - INSTRUCTIONS

The following have been modified:

52.252-3 ALTERATIONS IN SOLICITATION (APR 1984)

Portions of this solicitation are altered as follows:

Amendment 0001 - The required response date/time has changed from 03-Jun-2020 01:30 PM to 10-Jun-2020 01:30

PM.

Amendment 0002 - The Bid Schedule Section is deleted in its entirety and a new revised Bid Schedule Section is substituted in Section 00 10 00.

Changes to Specification and Drawings posted to beta.sam.gov.

(End of Summary of Changes)