W9123719B0001 0004.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The above-referenced solicitation for the Bluestone Dam Safety Assurance Project, Phase 5, Hinton, WV is hereby amended as follow s:

1. The bid schedule has been replaced in its entirety. Bid items 231 and 232 from Amendment 0003 have been removed. These w ere duplicates of bid items 82 (Pow er Distribution Wiring System - Left Side) and 83 (Pow er Distribution Wiring System - Right Side). As a result, the total number of bid items are reduced from 235 to 233.

2. The quantity on bid item 113 has been increased from 6,100 to 6,400 LF.

3. Draw ing B-701 dated 11/08/2019 has been replaced in its entirety w ith Draw ing B-701 dated 11/26/2019.

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 10

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

16C. DATE SIGNED

BY 26-Nov-2019

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 W9123719B0001

X 9B. DATED (SEE ITEM 11)

16-Sep-2019

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

26-Nov-2019

CODE

USACE, CONTRACTING DIVISION

LEAH MORGAN, 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:

W9123719B0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The following have been modified:

BID SCHEDULE

ITEM

NO.

DESCRIPTION QTY UNIT UNIT

PRICE

ESTIMATED

AMOUNT

1 Reimbursement of Actual Cost of Performance and Payment Bonds for Bids in Excess of $250,000

1 Job Sum (not to exceed)

2 Mobilization and Demobilization 1 Job Sum $

3 Stilling Basin Evacuation 3 Ea. $ $

4 Stilling Basin Delay 30 Day $ $

5 Stilling Basin Instrumentation Personnel Evacuation

15 Ea.

6 Stilling Basin Instrumentation Personnel Delay

30 Day

7 Stilling Basin Floating Plant Evacuation 1 Ea. $ $

8 Stilling Basin Floating Plant Evacuation Delay

15 Day

9 Installing Project Identification and Safety Performance Signs

1 Job Sum $

10 Reimbursable Costs for Government Furnished Cofferdam

1 Job Sum $3,000,000.00

11 Work Limits Mowing 108 Ea. $ $

12 Contractor-Furnished Government Office

108 Month

13 Contractor-Furnished Janitorial Services 108 Month $ $

14 Environmental Protection 1 Job Sum $ 15 Flow Diversion System 1 Ea. $ $

16 Working "As-built" Documents (Price shall not be less than $200,000)

1 Job Sum $

17 Final "As-built" Documents (Price shall not be less than $250,000)

1 Job Sum $

18 Demolition - Structures 1 Job Sum $

19 Demolition - Miscellaneous Features 1 Job Sum $ 20 Milling - Miller Avenue 1 Job Sum $

21 Spillway Apron Concrete Demolition 13,402 Cu.Yd. $ $

22 Training Wall Concrete Demolition 1,546 Cu.Yd. $ $

23 Toe of Monolith M34 Concrete Demolition

965 Cu.Yd.

24 Stilling Weir and Apron Concrete Demolition

1,692 Cu.Yd.

25 Fishing Pier Demolition 1 Job Sum $

26 Cofferdam Demolition 1 Job Sum $

27 Waterstop, Type 'Y' 13,145 Ln.Ft $ $

28 Waterstop, Type 'Y' Retrofit 5,560 Ln.Ft $ $

29 Deformed Steel Bars for Concrete Reinforcement

8,611,000 lbs.

30 General Concrete 692 Cu.Yd. $ $

31 Concrete Pavement 1,780 Cu.Yd. $ $

32 Parking Block 91 Ea. $ $

33 Precast Concrete Cap 343 Ln.Ft $ $ 34 Baseball Diamond Retaining Wall 155 Cu.Yd. $ $

35 Class 591 Mass Concrete 18,000 Cu.Yd. $ $

36 Class 493 Mass Concrete 25,200 Cu.Yd. $ $ 37 Class 492 Mass Concrete 35,620 Cu.Yd. $ $

38 Class 492 Infill Concrete 6,600 Cu.Yd. $ $

39 Class 491 Mass Concrete 60 Cu.Yd. $ $

40 Class 322T Tremie Concrete 3,200 Cu.Yd. $ $

41 Portland Cement 11,230 Ton $ $

42 Pozzolan 5,060 Ton $ $ 43 Ground Granulated Blast-Furnace Slag 7,110 Ton $ $

44 Silica Fume 6,120 cwt. $ $ 45 Bollards/Pipe Guards 69 Ea. $ $

46 Aluminum Handrail, Type 1 1 Job Sum $ 47 Aluminum Handrail, Type 2 1 Job Sum $ 48 ADIT Door #2 Replacement 1 Job Sum $

49 Watertight Doors 1 Job Sum $

50 Basin End Wall Piles 1 Job Sum $ 51 Supercavitating Baffle Armor 40 Ea. $ $

52 ADAS Instrumentation Contractor Delay

30 Day

53 Left Recreation Playground 1 Job Sum $ 54 Right Recreation Playground 1 Job Sum $

55 Baseball Diamond 1 Job Sum $

56 Bleachers 2 Ea. $ $ 57 Park Bench 21 Ea. $ $ 58 Trash Receptacles 11 Ea. $ $

59 Picnic Table 7 Ea. $ $

60 Picnic Shelter, Large 1 Ea. $ $ 61 Picnic Shelter, Small 1 Ea. $ $ 62 Grills 2 Ea. $ $

63 Retaining Wall Pads 223 Ln.Ft $ $

64 Right Recreation Fishing Pier 1 Job Sum $

65 Accessible Parking Sign 12 Ea. $ $

66 Instrumentation 1 Job Sum $

67 Uplift Cell 28 Ea. $ $

68 Conduit for Uplift Cells 6,400 Ln.Ft $ $

69 Tubing for Uplift Cell System 13,460 Ln.Ft $ $

70 Maintenance Building 1 Job Sum $

71 Concession Stand/Press Box 1 Job Sum $

72 Dugouts 1 Job Sum $ 73 Left Side Comfort Station 1 Job Sum $

74 Right Side Comfort Station 1 Job Sum $

75 Interpretive Center 1 Job Sum $

76 Recreation Area Electrical Building 1 Job Sum $

77 Overlook Electrical Building Modification

1 Job Sum $

78 Compressed Air System 1 Job Sum $

79 Oil-Water Separator 1 Job Sum $

80 Mechanical Work - Dam 1 Job Sum $

81 Divider Wall Ventilation 1 Job Sum $

82 Power Distribution Wiring System (Left Side)

1 Job Sum $

83 Power Distribution Wiring System (Right Side)

1 Job Sum $

84 Baseball Field Audio System 1 Job Sum $

85 Baseball Field Scoreboard System 1 Job Sum $

86 Maintenance Building Backup Generator

1 Job Sum $

87 Baseball Field Lighting System 1 Job Sum $

88 High Mast Lights 1 Job Sum $

89 Area Lighting (Left Side) 1 Job Sum $

90 Area Lighting (Right Side) 1 Job Sum $

91 Dewatering System 1 Ea. $ $

92 Excavation, Common 64,300 Cu.Yd. $ $

93 Exploratory Drilling, 4-inch Coring of Planned Borings

1250 Ln.Ft

94 Exploratory Drilling, 4-inch Coring of Supplementary Borings

350 Ln.Ft

95 Line Drilling 2,500 Sq.Yd. $ $

96 Excavation, Rock – Stilling Basin and Stone Confinement Wall

57,000 Cu.Yd.

97 Preliminary Cleanup 18,000 Sq.Yd. $ $ 98 Final Cleanup and Foundation

Preparation 17,000 Sq.Yd.

99 Dental Treatment - First 50 Cubic Yards 50 Cu.Yd. $ $ 100 Dental Treatment - All Over 50 Cubic

Yards 130 Cu.Yd.

101 Protective Earth Cover 2,500 Sq.Yd. $ $

102 Excavation, Rock - Penstock Basin Exit Channel

4,800 Cu.Yd.

103 Clearing and Grubbing 2 Acre $ $

104 Select Rockfill 101,000 Cu.Yd. $ $

105 Rockfill 19,000 Cu.Yd. $ $

106 Rockfill Cofferdams Removal 20,800 Cu.Yd. $ $

107 Excess Disposal Material 16,000 Cu.Yd. $ $

108 Disposal Embankment 57,900 Cu.Yd. $ $

109 Additional Fill 16,000 Cu.Yd. $ $

110 Topsoil (for Seeding) 11,200 Cu.Yd. $ $

111 Geomembrane and Protective Geotextile 3,200 Sq.Yd. $ $

112 Slush Grout 14 Sq.Yd. $ $

113 Underdrain System, 3-inch Drain and Instrumentation Drilling

6,400 Ln.Ft

114 Gallery Drain and Grout Hole Drilling 2,150 Ln.Ft $ $

115 Pressure Testing 3 Hr. $ $ 116 Portland Cement in Grout 900 Bag $ $

117 Admixtures in Grout 400 Gal. $ $

118 Bentonite in Grout 2,300 lbs. $ $ 119 Sand in Grout 1,500 Cu.Ft. $ $ 120 Placing Grout 60 Hr. $ $

121 Reconnections for Additional Downstaging

3 Ea.

122 Stand-by Time for Grouting 5 Hr. $ $

123 Foundation Drilling and Grouting Final Report

1 Ea.

124 Foundation Strip Drains 3,020 Ln.Ft $ $

125 Drain Riser Assembly 124 Ea. $ $

126 Lateral Piping for Drilled Drains 4,500 Ln.Ft $ $ 127 Lateral Piping for Existing Half Tile

Drain System 880 Ln.Ft

128 Receiver Pans 9 Ea. $ $

129 Isolation Casing 4 Ea. $ $

130 Foundation Drain Reaming 35,100 Ln.Ft $ $

131 Alternate Foundation Drain Cleaning 1,400 Ln.Ft $ $

132 Stone Slope Protection 24,100 Cu.Yd. $ $

133 Filter Fabric 5,800 Sq.Yd. $ $ 134 Derrick Stone 4,000 Cu.Yd. $ $

135 Steel Sheet Piling, Type PS 27.5 4,864 Ln.Ft $ $

136 90 Degree T-Pile Connection 128 Ln.Ft $ $ 137 In-Place Cellular Fill 2,118 Cu.Yd. $ $

138 Drilled Shafts 925 Ln.Ft $ $ 139 Anchor Liftoff Testing, 5 Strand 2 Ea. $ $

140 Anchor Liftoff Testing, 29 to 35 Strand 5 Ea. $ $

141 Anchor Liftoff Testing, 41 to 47 Strand 4 Ea. $ $

142 Anchor Liftoff Testing, 54 to 61 Strand 17 Ea. $ $ 143 Fabrication of Bearing Plate 1 Ea. $ $ 144 Strain Gauge Readings 2 Ea. $ $

145 Drilling Hole, 10-inch Diameter for Rock Anchors – Conventionally Drilled Type

33,936 Ln.Ft

146 Drilling Hole, 13-Inch Diameter for Rock Anchors – Conventionally Drilled Type

31,435 Ln.Ft

147 Drilling Hole, 15-Inch Diameter for Rock Anchors – Conventionally Drilled Type

7,422 Ln.Ft

148 Rock Anchors, 1-24 Strand, Conventionally Drilled Type

33,132 Ln.Ft

149 Rock Anchors, 25 to 48 Strand, Conventionally Drilled Type

31,888 Ln.Ft

150 Rock Anchors, 49-61 Strand, Conventionally Drilled Type

7,902 Ln.Ft

151 Anchor Tests for Rock Anchors - Conventionally Drilled Type

948 Ea.

152 Watertightness Testing for Rock Anchors - Conventionally Drilled Type

1,896 Ea.

153 Pregrouting Holes for Rock Anchors - Conventionally Drilled Type

97,875 Bag

154 Redrilling Pregrouted Holes for Rock Anchors - Conventionally Drilled Type

116,675 Ln.Ft

155 Watertightness Testing of Encapsulation for Rock Anchors - Conventionally Drilled Type

948 Ea.

156 Borehole Camera Logging for Rock Anchors - Conventionally Drilled Type

50 Ea.

157 Drilling Hole, 10-inch Diameter for Rock Anchors - Directionally Drilled Type

4,160 Ln.Ft

158 Drilling Hole, 13-Inch Diameter for Rock Anchors - Directionally Drilled Type

4,691 Ln.Ft

159 Drilling Hole, 15-Inch Diameter for Rock Anchors - Directionally Drilled Type

22,685 Ln.Ft

160 Rock Anchors, 1-24 Strand, Directionally Drilled Type

4,105 Ln.Ft

161 Rock Anchors, 25 to 48 Strand, Directionally Drilled Type

4,780 Ln.Ft

162 Rock Anchors, 49-61 Strand, Directionally Drilled Type

22,801 Ln.Ft

163 Anchor Tests for Rock Anchors - Directionally Drilled Type

200 Ea.

164 Watertightness Testing for Rock Anchors - Directionally Drilled Type

400 Ea.

165 Pregrouting Holes for Rock Anchors - Directionally Drilled Type

60,069 Bag

166 Redrilling Pregrouted Holes for Rock Anchors - Directionally Drilled Type

50,698 Ln.Ft

167 Grouting of Intercepted Foundation Drains for Rock Anchors - Directionally Drilled Type

12 Ea.

168 Watertightness Testing of Encapsulation for Rock Anchors - Directionally Drilled Type

200 Ea.

169 Borehole Camera Logging for Rock Anchors - Directionally Drilled Type

7 Ea.

170 Interception Borehole Camera Logging for Rock Anchors - Directionally Drilled Type

200 Ea.

171 Drilling Holes in Rock and Concrete - Bar Anchors

248 Ln.Ft

172 Rock Anchors - 3-Inch Threaded Bar 232 Ln.Ft $ $

173 Performance Tests - Bar Anchors 2 Ea. $ $ 174 Watertightness Testing - Bar Anchors 7 Ea. $ $

175 Pregrouting Holes - Bar Anchors 245 Bag $ $

176 Redrilling Pregrouted Holes - Bar Anchors

705 Ln.Ft

177 Watertightness Testing of Encapsulation

- Bar Anchors

2 Ea.

178 Excavation, Tunnel Concrete 203 Cu.Yd. $ $ 179 Final Concrete Tunnel Surface Cleanup and Preparation 366 Sq.Yd.

180 Subgrade Preparation 30,500 Sq.Yd. $ $ 181 Engineering Fabric 30,500 Sq.Yd. $ $ 182 Aggregate Base Course, Class 1 9,300 Cu.Yd. $ $

183 Prime Coat 7,750 Gallon $ $ 184 Bituminous Concrete Base Course, Type I 4,600 Ton

185 Bituminous Concrete Wearing Course, Type I

2,150 Ton

186 Miller Avenue Final Repave 840 Ton $ $

187 Combination Curb and Gutter, Type I 770 Ln.Ft $ $ 188 Plain Curb, Type I 2,803 Ln.Ft $ $

189 Shoulders 300 Cu.Yd. $ $ 190 Pavement Marking, Type I 23,200 Ln.Ft $ $

191 Parking Marking 7,350 Ln.Ft $ $

192 Accessible Parking Symbol 15 Ea. $ $

193 Guardrail, Type 1, Class 2 9,865 Ln.Ft $ $

194 Guardrail Glove End Treatment 34 Ea. $ $

195 No. 1 Aggregate 500 Cu.Yd. $ $ 196 Detectable Warning Surface 7 Ea. $ $

197 42-inch Fence 99 Ln.Ft $ $

198 8-foot Baseball Diamond Fence 700 Ln.Ft $ $

199 15-foot Backstop Fence 74 Ln.Ft $ $

200 6-Foot Security Fence 1,347 Ln.Ft $ $

201 Seeding 8.5 Acre $ $ 202 Landscape Planting 1 Job Sum $

203 Waterline, Ductile Iron Pipe, 6-Inch 1,285 Ln.Ft $ $

204 Waterline, HDPE SDR 9, 3/4-Inch 284 Ln.Ft $ $

205 Waterline, HDPE SDR 9, 1-Inch 145 Ln.Ft $ $

206 Waterline, HDPE SDR 9, 2-Inch 1,165 Ln.Ft $ $

207 Curb Valve, 3/4-Inch 1 Ea. $ $

208 Gate Valve, 2-Inch 3 Ea. $ $

209 Gate Valve, 6-Inch 2 Ea. $ $

210 Yard Hydrant 3 Ea. $ $ 211 Fire Hydrant 1 Ea. $ $

212 Water Fountain 2 Ea. $ $

213 RPZ Assembly 1 Ea. $ $

214 Sanitary Sewer Line, PVC SDR 35, Size 4-Inch

738 Ln.Ft

215 Sanitary Sewer Line, PVC SDR 35, Size 8-Inch

1,161 Ln.Ft

216 Sanitary Sewer Line, HDPE SDR 9, Size 2-Inch

644 Ln.Ft

217 Sanitary Sewer Line, DIP, Size 8-Inch 294 Ln.Ft $ $

218 Precast Concrete Manhole 6 Ea. $ $ 219 Cleanout 3 Ea. $ $

220 Left Side Sewage Lift Station 1 Ea. $ $

221 Box Culvert, 5 foot by 5 foot 284 Ln.Ft $ $

222 Box Culvert, 5 foot by 3 foot 434 Ln.Ft $ $

223 HDPE Corrugated Pipe, 24-Inch 1,480 Ln.Ft $ $

224 Storm Sewer, Reinforced Concrete Pipe, 18-Inch

345 Ln.Ft

225 Storm Sewer, Reinforced Concrete Pipe, 24-Inch

156 Ln.Ft

226 Storm Sewer, Reinforced Concrete Pipe, 12-Inch

138 Ln.Ft

227 Storm Sewer WVDOH Type B Inlet 8 Ea. $ $

228 Storm Sewer WVDOH Type G Inlet 12 Ea. $ $

229 Wingwall, 24-Inch 8 Ea. $ $

230 Trench Drain 1 Job Sum $

231 Remote Shelter Power Modifications 1 Job Sum $

232 Remote Shelter Fiber Modifications 1 Job Sum $

233 Maintenance Building Fiber Optic Feeder Modification

1 Job Sum $

Total (Items 1 thru 233) $

(End of Summary of Changes)