HCHD Contract Documents

Rev. 2025-06-25

CONTRACT DOCUMENTS AND SPECIFICATIONS

HAMILTON COUNTY INTERSECTION

IMPROVEMENT AND NEW BRIDGE

CONSTRUCTION PROJECT

146TH STREET AND HAZEL DELL PARKWAY

CLAY AND NOBLESVILLE TOWNSHIPS

HAMILTON COUNTY, INDIANA

PR – 26-0836

Andrea M. Langille P.E.

Hamilton County Highway Department 1700 South 10th Street

Noblesville, Indiana 46060

HCHD Contract Documents

Rev. 2025-06-25

TABLE OF CONTENTS

Description Page

BIDDING REQUIREMENTS

Notice to Bidders 1 Bid Seal 2 Proposal 3 - 4 Itemized Proposal 5-13

CONTRACT FORMS

Bid Bond 14-15 Payment Bond 16-17 Performance Bond 18-19 Non-Collusion Affidavit 20 Legal Status of Bidder 21 Contractor’s Application for Payment (HCHD Form 8049) 22 Change Order (HCHD Form 1063) 23 Affidavit and Waiver of Lien 24 Certification Letter 25 Employment Eligibility Certification Form 26 Drug Testing Program 27 Hot Mix Asphalt Certification 28

CONDITIONS OF THE CONTRACT

General Provisions 29-36 Special Provisions Recurring Provisions RSP 1-88 Special Provisions SP1-74 Appendix A: Permits 1-24 Appendix B: Geotechnical Reports 1-437 Appendix C Utility Information 1-19 Appendix D Right-of-Way 1-4

HAMILTON COUNTY INTERSECTION IMPROVEMENT

AND NEW BRIDGE CONSTRUCTION PROJECT

146TH STREET AND HAZEL DELL PARKWAY

CLAY AND NOBLESVILLE TOWNSHIPS

HAMILTON COUNTY, INDIANA

PR-26-0836

NOTICE TO BIDDERS AND CONTRACTORS

Notice is hereby given that the Board of Commissioners of Hamilton County, Indiana, hereinafter referred to as the Owner, will receive sealed bids for the following project:

Proposals must be submitted electronically via Hamilton County’s eProcurement portal found on the County’s website at https://www.hamiltoncounty.in.gov/2130/Bid-Opportunities-and-Solicitation. There is no cost to the contractor in submitting proposals through the eProcurement portal. Submission will be accepted up to the start time of the public meeting listed below. The County’s eProcurement portal will not allow any proposals to be submitted after the bid notice time. Only proposals from those CONTRACTORS who are registered on the Indiana Department of Transportation's current listing of Prequalified Contractors for item D(a) “Bridges: Highway Over Water” and/or B(a): “Asphalt Pavement – with Certified Hot Mix Asphalt (HMA) Plant” and/or C(a): “Heavy Grading” will be considered. Any bids submitted by CONTRACTORS not approved for at least one item on the list will be rejected.

All proposals will be electronically opened by the OWNER at a public meeting held in the Hamilton County Government & Judicial Center in Noblesville, Indiana, Commissioners' Courtroom, and opened and read aloud at 1:15 p.m. local time, August 24, 2026.

The work to be performed and the proposals to be submitted shall include a bid for all general construction, labor, material, tools, equipment, taxes, permits, licenses, insurance, service costs, etc. incidental to and required for this project.

All materials furnished and labor performed incidental to and required by the proper and satisfactory execution of the contracts to be made, shall be furnished, and performed in accordance with requirements from the drawings and specifications included in these documents.

Bidding documents will be available beginning at 9:00 a.m. on July 27, 2026. Copies of the Proposal, Specifications, Contract Documents and Plans must be obtained through the County’s eProcurement portal. The eProcurement portal will send out notification for addendums.

However, it shall be the responsibility of the individual to periodically check for addendums posted in the eProcurement portal.

During the proposal submission process through the eProcurement portal the following documents will need to be uploaded prior to the submission being accepted:

Form 96 Financial Statement

Non-Collusion Affidavit Itemized Proposal

Employment Eligibility Verification Certification Drug Testing Program Compliance

Form 96, as prescribed by the Indiana State Board of Accounts, shall be properly completed, and submitted with bid proposals. The Commissioners at their discretion reserve the right to waive any and all informalities in the bidding. All bids submitted shall be valid for 90 days from the opening of the bids.

Each proposal shall be accompanied by a certified check or acceptable Bidder's Bond, made payable to the Hamilton County Auditor, in a sum of not less than ten percent of the total amount of the bid. The Bidder's Bond or certified check must be submitted as hard copies and delivered in a sealed envelope to the County Auditor at 33 North 9th Street, Suite L2, Noblesville, Indiana 46060 until 11:30 a.m. local time, August 24, 2026. After 11:30 a.m. they can be delivered to the Auditor in the Hamilton County Commissioners Courtroom up to the time of the noticed bid opening in order to be included as part of a complete bid submission. The sealed envelope must be clearly marked "Bidder's Bond/Certified Check for Project #” and must also clearly indicate the name of the bidder.

Bids received without a corresponding Bidder's Bond or certified check will not be considered by the Owner. The County Auditor will hold the Bidder's Bond or certified check as evidence that the bidder will, if awarded a contract, enter into the same with the Owner upon notification from him to do so within ten (10) days of said notification. All Bidder's Bonds or certified checks of unsuccessful bidders will be returned to them upon selection of the successful bidders.

Dated: July 13, 2026 Hamilton County Reporter: July 27, 2026, and August 3, 2026 Noblesville Times: July 29, 2026, and August 5, 2026

2 HCHD Contract Documents

Rev. 2025-03-28

< NOTICE >

Sealed Bid Documents shall contain on the outside of the sealed envelope the following completed self-sticking label:

SEALED BID DOCUMENTS

(To be completed by bidder before submission)

Equipment Type

Annual Bid Category #

Road Contract # / Bridge # (Desc.)

(Circle One)

Name of Bidder:

Bid Opening Date:

Other Documents Enclosed:

Bid Bond (Y) (N)

Certified Check (Y) (N)

Form HC BID 06 / 03 (Y) (N)

Form 96 (Y) (N)

Other

For Hamilton County Use Only!

Received by the Auditor File Stamp

Time Received: _______________

All mailer packers will be opened upon receipt.

Make sure the sealed envelope is contained within.

< NOTICE >

3 HCHD Contract Documents

PROPOSAL

To the Board of County Commissioners of Hamilton County, of the State of Indiana; hereinafter referred to as OWNER:

HAMILTON COUNTY INTERSECTION IMPROVEMENT AND NEW BRIDGE

CONSTRUCTION PROJECT

146TH STREET AND HAZEL DELL PARKWAY

Clay And Noblesville Townships

Hamilton County, Indiana

Pursuant to the legal notice that sealed proposals for the above project would be received by the Board of County Commissioners of Hamilton County, Indiana, The undersigned hereby tenders this bid to construct the work in accordance with the plans, profiles, drawings, specifications, and all authorized revisions for this contract which are on file in the office of the Hamilton County Highway Department; and to furnish all necessary machinery, equipment, tools, labor and other means of construction and to furnish all material specified in the manner and at the time prescribed and under the supervision and direction of the OWNER or his duly authorized representative and pursuant to the terms of the Performance Bond and the Payment Bond in the amount of not less than One Hundred Percent (100%) of the amount of the Proposal, for the unit prices given on the attached Itemized Proposal dated 07/27/2026 .

Together with this PROPOSAL, the undersigned has:

A. Filed an Acknowledgment of Receipt of Addendum herewith for each Addendum issued;

B. Filed an Itemized Proposal with a unit price for each item listed, together with a total amount for all items, based upon the unique characteristics of this contract;

C. Executed the Form No. 96 filed herewith;

D. Filed a properly executed Bid Bond or certified check made payable to the Hamilton County Treasurer herewith in an amount greater than or equal to ten percent (10%) of the total amount of this proposal;

E. Executed the Non-Collusion affidavit filed herewith;

F. Executed the Legal Status of Bidder Form filed herewith;

G. Filed a current Financial Statement herewith;

H. Filed an Employment Eligibility Verification Form herewith;

I. Filed a Drug Testing Compliance Form herewith.

If awarded the contract, the undersigned promises to prosecute the work so as to complete the contract within the time specified in the Special Provisions.

4 HCHD Contract Documents

Witness our hands this day of, 20 .

Firm Name :

Address :

By :

(Signature)

Name :

(Printed)

Title :

5 HCHD Contract Documents

ITEMIZED PROPOSAL

ROAD AND BRIDGE ITEMS

Item No.

Description Unit Estimated Quantity

Bid Unit Price Bid Amount

1 CONSTRUCTION ENGINEERING LS 1.00 $ $

2 INSPECTION HOLE, DEEPER THAN 3 FT EACH 58.00 $ $

3 MOBILIZATION AND DEMOBILIZATION LS 1.00 $ $

4 CLEARING RIGHT-OF-WAY LS 1.00 $ $

5 STRUCTURES AND OBSTRUCTIONS, REMOVE LS 1.00 $ $

6 EXCAVATION, COMMON CYS 55,095.00 $ $

7 STORMWATER MANAGEMENT BUDGET DOL 152,000.00 $ $

8 STORMWATER MANAGEMENT IMPLEMENTATION LS 1.00 $ $

9 SWQCP PREPARATION LS 1.00 $ $

10 EXCAVATION, FOUNDATION, UNCLASSIFIED CYS 1,350.00 $ $

11 SUBGRADE TREATMENT, TYPE II SYS 15,274.00 $ $

12 SUBGRADE TREATMENT, TYPE III SYS 7,289.00 $ $

13 SUBGRADE TREATMENT, TYPE IC SYS 4,448.00 $ $

14 SUBGRADE TREATMENT, TYPE IBC SYS 61,728.00 $ $

15 B BORROW CYS 16,848.00 $ $

16 STRUCTURE BACKFILL, TYPE 2 CYS 12,579.00 $ $

17 STRUCTURE BACKFILL, TYPE 3 CYS 20,041.00 $ $

18 FLOWABLE BACKFILL, NON-REMOVABLE CYS 275.00 $ $

19 GEOGRID, TYPE IB SYS 1,320.00 $ $

20 GEOTEXTILE FOR PAVEMENT, TYPE 2A SYS 51,565.00 $ $

21 GEOTEXTILE FOR PAVEMENT, TYPE 2B SYS 5,677.00 $ $

22 CHEMICAL MODIFICATION, SOILS, CEMENT SYS 5,160.00 $ $

23 DRYING SOILS FOR EMBANKMENT TON 1,153.00 $ $

24 COMPACTED AGGREGATE, NO. 8 CYS 646.00 $ $

25 COMPACTED AGGREGATE, NO. 53 CYS 10,190.00 $ $

26 SUBBASE FOR PCCP CYS 96.00 $ $

6 HCHD Contract Documents

27 DENSE GRADED SUBBASE CYS 89.00 $ $

28 MILLING, ASPHALT, 2 IN. SYS 2,707.00 $ $

29 MILLING, TRANSITION SYS 300.00 $ $

30 MILLING, PROFILE SYS 3,828.00 $ $

31 QC/QA-HMA, 3, 58H, INTERMEDIATE, 19.0 mm TON 6,331.00 $ $

32 QC/QA-HMA, 3, 58S, BASE, 19.0 mm TON 17,950.00 $ $

QC/QA-HMA, 4, 58E, INTERMEDIATE, OG, 19.0

mm

TON 8,436.00 $ $

34 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm TON 444.00 $ $

35 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm TON 739.00 $ $

36 QC/QA-HMA, 3, 64, BASE, 25.0 mm TON 1,182.00 $ $

QC/QA-HMA, 3, 76, INTERMEDIATE, OG, 19.0

mm

TON 643.00 $ $

38 JOINT ADHESIVE LFT 21,496.00 $ $

39 HMA WEDGE AND LEVEL, TYPE C TON 632.00 $ $

40 HMA FOR TEMPORARY PAVEMENT, TYPE C TON 6,053.00 $ $

41 ASPHALT FOR TACK COAT TON 70.40 $ $

42 QC/QA-HMA, 4, 58E, SURFACE, 9.5 mm - SMA TON 5,784.00 $ $

43 PCCP, 6 IN. SYS 2,650.00 $ $

44 PCCP, 8 IN. SYS 545.00 $ $

45 D-1 CONTRACTION JOINT LFT 1,406.00 $ $

46 TERMINAL JOINT, TYPE HMA LFT 140.00 $ $

GUARDRAIL, STEEL CURVED TERMINAL END

SECTION

EACH 2.00 $ $

48 IMPACT ATTENUATOR, R2-W1, TL-3 EACH 3.00 $ $

GUARDRAIL, MGS W-BEAM, DOUBLE FACED, 6

FT 3 IN. SPACING

LFT 82.00 $ $

GUARDRAIL TRANSITION, MGS WITH CURB,

MODIFIED

EACH 1.00 $ $

51 GUARDRAIL, W-BEAM, 6 FT 3 IN. SPACING LFT 75.00 $ $

52 BARRIER DELINEATOR EACH 51.00 $ $

53 BARRIER DELINEATOR, MODIFIED EACH 59.00 $ $

54 HMA FOR SIDEWALK TON 1,312.00 $ $

55 SIDEWALK, CONCRETE SYS 424.00 $ $

56 CURB RAMP, CONCRETE SYS 788.00 $ $

57 DETECTABLE WARNING SURFACES SYS 111.00 $ $

7 HCHD Contract Documents

58 HANDRAIL, PEDESTRIAN LFT 628.00 $ $

59 CURB, INTEGRAL CONCRETE LFT 459.00 $ $

60 CURB, CONCRETE LFT 4,181.00 $ $

CURB, CONCRETE, VARIABLE HEIGHT,

LANDSCAPE

LFT 127.00 $ $

62 CURB, CONCRETE, 12IN. LFT 117.00 $ $

63 CURB AND GUTTER, CONCRETE LFT 11,304.00 $ $

64 CURB AND GUTTER, CONCRETE, 2'-0" LFT 3,300.00 $ $

65 CURB AND GUTTER, CONCRETE, TYPE B LFT 245.00 $ $

66 CENTER CURB, CONCRETE, TYPE D SYS 3,577.00 $ $

CENTER CURB, CONCRETE, TYPE D,

REINFORCED

SYS 157.00 $ $

68 CURB AND GUTTER, ROLLED CURB LFT 535.00 $ $

REINFORCED CONCRETE BRIDGE APPROACH,

12 IN.

SYS 438.00 $ $

70 HMA FOR APPROACHES, TYPE B TON 541.59 $ $

71 PCCP FOR APPROACHES, 6 IN. SYS 197.00 $ $

72 PCCP FOR APPROACHES, 9 IN. SYS 335.00 $ $

73 RIGHT-OF-WAY MARKER EACH 48.00 $ $

74 MONUMENT, TYPE A EACH 1.00 $ $

75 MONUMENT, TYPE B EACH 17.00 $ $

76 MONUMENT, TYPE C EACH 10.00 $ $

77 MONUMENT, TYPE D EACH 11.00 $ $

78 MONUMENT, SECTION CORNER EACH 1.00 $ $

79 RIPRAP, REVETMENT TON 43.00 $ $

80 GEOTEXTILE FOR RIPRAP, TYPE 1A SYS 163.00 $ $

81 EROSION CONTROL BLANKET SYS 7,500.00 $ $

82 FERTILIZER FOR PERMANENT SEEDING TON 0.90 $ $

83 SEED MIXTURE, TYPE U LBS 830.00 $ $

84 MULCHING MATERIAL TON 8.50 $ $

85 WATER kGAL 19.00 $ $

86 SODDING SYS 4,558.00 $ $

87 MULCH, HARDWOOD SHREDDED BARK CYS 25.00 $ $

LANDSCAPE, HARDSCAPE, IRRIGATION, AND

ORNAMENTAL LIGHTING IMPROVEMENTS

DOL 250,000.00 $ $

8 HCHD Contract Documents

89 MAINTENANCE MOWING CYCL 24.00 $ $

90 FIELD OFFICE, TYPE C MOS 36.00 $ $

91 DYNAMIC PILE LOAD TEST EACH 4.00 $ $

92 PILE, SLEEVES, MSE EACH 20.00 $ $

93 TEST PILE, DYNAMIC, PRODUCTION LFT 273.00 $ $

94 TEST PILE, DYNAMIC, RESTRIKE EACH 4.00 $ $

95 PILE, STEEL PIPE, 0.312 IN., DIAMETER 14 IN. LFT 3,729.00 $ $

96 CONICAL PILE TIP, 14 IN. EACH 72.00 $ $

97 TEMPORARY SHORING LS 1.00 $ $

98 CONCRETE, A, SUBSTRUCTURE CYS 235.40 $ $

99 CONCRETE, B, FOOTINGS CYS 278.80 $ $

100 CONCRETE, C, SUBSTRUCTURE CYS 60.20 $ $

101 CONCRETE, C CYS 354.00 $ $

102 REINFORCING BARS, EPOXY COATED LBS 83,453.00 $ $

103 REINFORCING BARS, GALVANIZED STEEL LBS 269,884.00 $ $

THREADED TIE BAR ASSEMBLY, GALVANIZED

STEEL

EACH 72.00 $ $

105 CONCRETE, C, SUPERSTRUCTURE CYS 841.20 $ $

CONCRETE BRIDGE RAILING TRANSITION, TYPE

TPF-1

EACH 3.00 $ $

107 REINFORCED CONCRETE MOMENT SLAB, 14 IN. SYS 270.00 $ $

108 REINFORCED CONCRETE MOMENT SLAB, 18 IN. SYS 717.00 $ $

109 RAILING, STEEL TYPE PF-1 LFT 1,433.00 $ $

110 RAILING, CONCRETE TYPE PF-1, MODIFIED CYS 193.00 $ $

CONCRETE BRIDGE RAILING TRANSITION, TYPE

TFC

EACH 1.00 $ $

112 REINFORCED CONCRETE MOMENT SLAB, 11 IN SYS 4,234.00 $ $

STRUCTURAL MEMBER, CONCRETE, BULB-T

BEAM, 42 IN. X 49 IN.

LFT 2,624.00 $ $

114 SEAL COAT GRAFFITI RESISTANT SFT 29,429.00 $ $

115 SURFACE SEAL LS 1.00 $ $

116 SURFACE SEAL, BRIDGE NO. 335 LS 1.00 $ $

117 PIPE, TYPE 2, CIRCULAR, DIAMETER 36 IN. LFT 178.00 $ $

118 PIPE, TYPE 4, CIRCULAR, DIAMETER 6 IN. LFT 11,309.00 $ $

119 PIPE, TYPE 1, CIRCULAR, DIAMETER 21 IN. LFT 47.00 $ $

9 HCHD Contract Documents

120 PIPE, TYPE 2, CIRCULAR, DIAMETER 12 IN. LFT 8,130.00 $ $

121 PIPE, TYPE 2, CIRCULAR, DIAMETER 15 IN. LFT 7.00 $ $

122 PIPE, TYPE 2, CIRCULAR, DIAMETER 18 IN. LFT 2,370.00 $ $

123 PIPE, TYPE 2, CIRCULAR, DIAMETER 24 IN. LFT 1,530.00 $ $

124 PIPE, TYPE 2, CIRCULAR, DIAMETER 30 IN. LFT 711.00 $ $

125 PIPE, TYPE 2, CIRCULAR, DIAMETER 60 IN. LFT 2,387.00 $ $

126 PIPE END SECTION, DIAMETER 18 IN. EACH 1.00 $ $

127 PIPE END SECTION, DIAMETER 21 IN. EACH 2.00 $ $

128 GEOTEXTILE FOR UNDERDRAINS, TYPE 2A SYS 10,254.00 $ $

129 AGGREGATE FOR UNDERDRAINS CYS 2,444.00 $ $

130 PIPE, PLUG EXISTING EACH 6.00 $ $

131 MANHOLE, TYPE C15 EACH 11.00 $ $

132 INLET, TYPE E7 EACH 2.00 $ $

133 INLET, TYPE HA5 EACH 14.00 $ $

134 INLET, TYPE M10 EACH 2.00 $ $

135 INLET, TYPE E7, MODIFIED EACH 1.00 $ $

136 MANHOLE, TYPE C4 EACH 25.00 $ $

137 MANHOLE, TYPE N4 EACH 1.00 $ $

138 MANHOLE, TYPE M4, MODIFIED EACH 2.00 $ $

139 MANHOLE, TYPE K4 EACH 5.00 $ $

140 MANHOLE, TYPE M4 EACH 8.00 $ $

141 MANHOLE, TYPE J4 EACH 7.00 $ $

142 INLET, TYPE B15 EACH 44.00 $ $

143 INLET, TYPE C15 EACH 72.00 $ $

144 LONGITUDINAL GROOVING SYS 2,481.00 $ $

145 BEARING ASSEMBLY, ELASTOMERIC EACH 36.00 $ $

146 FACE PANELS, CONCRETE SFT 28,483.00 $ $

147 WALL ERECTION SFT 28,483.00 $ $

148 LEVELING PAD, CONCRETE LFT 1,870.00 $ $

149 MODULAR BLOCK WALL SFT 3,985.00 $ $

150 MODULAR BLOCK WALL ERECTION SFT 3,985.00 $ $

10 HCHD Contract Documents

151 CUT-WALL, NO. 5 SFT 1,505.00 $ $

152 CUT-WALL, NO. 6 SFT 1,910.00 $ $

TEMPORARY PAVEMENT MESSAGE MARKING,

LANE INDICATION ARROW

EACH 29.00 $ $

154 CONSTRUCTION SIGN, TYPE C EACH 38.00 $ $

155 ROAD CLOSURE SIGN ASSEMBLY EACH 13.00 $ $

156 TEMPORARY PAVEMENT MARKING, 4 IN. LFT 230,263.00 $ $

157 TEMPORARY PAVEMENT MARKING, 6 IN. LFT 200.00 $ $

TEMPORARY TRAFFIC SIGNAL INSTALLATION,

MAINTAIN

LS 1.00 $ $

159 DETOUR ROUTE MARKER ASSEMBLY EACH 29.00 $ $

160 CONSTRUCTION SIGN, TYPE A EACH 85.00 $ $

161 CONSTRUCTION SIGN, TYPE B EACH 60.00 $ $

162 MAINTAINING TRAFFIC LS 1.00 $ $

163 ENERGY ABSORBING TERMINAL, CZ, TL-2 EACH 21.00 $ $

164 BARRICADE, TYPE III-B LFT 1,008.00 $ $

165 TEMPORARY PAVEMENT MARKING, 24 IN. LFT 1,157.00 $ $

166 TEMPORARY TRAFFIC BARRIER, TYPE 2 LFT 8,860.00 $ $

167 PORTABLE CHANGEABLE MESSAGE SIGN EACH 2.00 $ $

168 TEMPORARY PAVEMENT MARKING, 12 IN. LFT 150.00 $ $

FIXED TEMPORARY SIGNAL, 146TH ST & HAZEL

DELL PKWY

LS 1.00 $ $

FIXED TEMPORARY SIGNAL, 156TH ST & HAZEL

DELL PKWY

LS 1.00 $ $

171 FIXED TEMPORARY SIGNAL, 156TH ST & GRAY RD LS 1.00 $ $

172 LAW ENFORCEMENT OFFICER HRS 200.00 $ $

173 TEMPORARY PEDESTRIAN CHANNELIZER LFT 48.00 $ $

TEMPORARY WORKSITE SPEED LIMIT SIGN

ASSEMBLY, INTERMITTENT

EACH 2.00 $ $

175 TEMPORARY GUARDRAIL LFT 100.00 $ $

TEMPORARY STRUCTURE ADJUSTMENTS AND

PLATING

LS 1.00 $ $

SIGN POST, SQUARE, TYPE 1, REINFORCED

ANCHOR BASE

LFT 799.00 $ $

SIGN POST, SQUARE, TYPE 2, REINFORCED

ANCHOR BASE

LFT 73.00 $ $

SIGN POST, SQUARE, TYPE 3, UNREINFORCED

ANCHOR BASE

LFT 113.00 $ $

SIGN, SHEET, WITH LEGEND, 0.080 IN.

THICKNESS

SFT 298.00 $ $

SIGN, SHEET, WITH LEGEND, 0.100 IN.

THICKNESS

SFT 331.00 $ $

11 HCHD Contract Documents

SIGN, SHEET, WITH LEGEND, 0.125 IN.

THICKNESS

SFT 118.00 $ $

183 SIGN, GROUND MOUNTED, RESET EACH 10.00 $ $

184 TRAFFIC SIGNAL EQUIPMENT, REMOVE EACH 1.00 $ $

185 CONDUIT, STEEL, GALVANIZED, 2 IN. LFT 4,885.00 $ $

TRANSPORTATION OF SALVAGEABLE SIGNAL

EQUIPMENT

LS 1.00 $ $

187 HANDHOLE, LIGHTING EACH 21.00 $ $

188 SERVICE POINT, II, MODIFIED EACH 1.00 $ $

LIGHT POLE, ORNAMENTAL, 35FT MH, 6 FT MAST

ARM

EACH 69.00 $ $

190 LUMINAIRE, ORNAMENTAL EACH 69.00 $ $

191 LUMINAIRE, WALL MOUNT EACH 4.00 $ $

192 JUNCTION BOX EACH 12.00 $ $

193 JUNCTION BOX, 12 IN. X 12 IN. X 8 IN. EACH 2.00 $ $

194 CONDUIT, STEEL, GALVANIZED, 2 IN. LFT 707.00 $ $

WIRE, NO. 4 COPPER, IN PLASTIC DUCT, IN

TRENCH, 4 1/C

LFT 10,040.00 $ $

LIGHTING FOUNDATION, CONVENTIONAL POLE,

CONCRETE, WITH GROUNDING

EACH 69.00 $ $

CABLE, POLE CIRCUIT, THWN, NO. 10 COPPER,

STRANDED 1/C

LFT 8,487.00 $ $

198 CONNECTOR KIT, UNFUSED EACH 73.00 $ $

199 CONNECTOR KIT, FUSED EACH 73.00 $ $

MULTIPLE COMPRESSION FITTING, NON-

WATERPROOFED

EACH 70.00 $ $

MULTIPLE COMPRESSION FITTING,

WATERPROOFED

EACH 153.00 $ $

202 INSULATION LINK, NON-WATERPROOFED EACH 38.00 $ $

203 INSULATION LINK, WATERPROOFED EACH 199.00 $ $

204 WIRE, NO. 4 COPPER, IN PLASTIC DUCT, 4 1/C LFT 4,885.00 $ $

TRANSVERSE MARKING, THERMOPLASTIC,

CROSSWALK LINE, WHITE, 24 IN.

LFT 1,280.00 $ $

206 PAVEMENT MESSAGE MARKING, REMOVE SYS 73.00 $ $

207 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 IN. LFT 5,459.00 $ $

208 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. LFT 5,873.00 $ $

209 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN. LFT 3,523.00 $ $

210 LINE, REMOVE LFT 13,665.00 $ $

12 HCHD Contract Documents

211 RETRO-REFLECTIVITY TESTING LS 1.00 $ $

212 LINE, MULTI-COMPONENT, SOLID, WHITE, 4 IN. LFT 917.00 $ $

LINE, MULTI-COMPONENT, SOLID, YELLOW, 4

IN.

LFT 707.00 $ $

LINE, MULTI-COMPONENT, BROKEN, YELLOW, 4

IN.

LFT 177.00 $ $

215 LINE, THERMOPLASTIC, DOTTED, WHITE, 8 IN. LFT 408.00 $ $

TRANSVERSE MARKING, THERMOPLASTIC, YIELD

LINE, WHITE, 27 IN.

LFT 112.00 $ $

217 GROOVING FOR PAVEMENT MARKINGS LFT 34,354.00 $ $

218 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN. LFT 15,060.00 $ $

TRANSVERSE MARKING, THERMOPLASTIC,

CROSSHATCH LINE, WHITE, 12 IN.

LFT 329.00 $ $

TRANSVERSE MARKING, THERMOPLASTIC,

CROSSHATCH LINE, WHITE, 24 IN.

LFT 305.00 $ $

TRANSVERSE MARKING, THERMOPLASTIC, STOP

LINE, WHITE, 24 IN.

LFT 154.00 $ $

PAVEMENT MESSAGE MARKING,

THERMOPLASTIC, LANE INDICATION ARROW

EACH 48.00 $ $

PAVEMENT MESSAGE MARKING,

THERMOPLASTIC, 'ONLY'

EACH 2.00 $ $

224 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 74.00 $ $

SNOWPLOWABLE RAISED PAVEMENT MARKER,

BLUE

EACH 10.00 $ $

Subtotal Road and

Bridge Bid

WATER MAIN ITEMS

Item No.

Description Unit Estimated Quantity

Bid Unit Price Bid Amount

226 CONSTRUCTION ENGINEERING, WATER MAIN LS 1 $ $

227 MOBILIZATION DEMOBILIZATION, WATER MAIN LS 1 $ $

228 6 IN DI WATER MAIN LFT 18 $ $

229 12 IN DI WATER MAIN LFT 354 $ $

230 18 IN DI WATER MAIN LFT 845 $ $

231 20 IN HDPE WATER MAIN LFT 897 $ $

232 6 IN GATE VALVE EACH 2 $ $

233 12 IN GATE VALVE EACH 1 $ $

234 20 IN BUTTERFLY VALVE EACH 2 $ $

12" X 12" TAPPING SADDLE WITH 12" TAPPING

VALVE

EACH 1 $ $

13 HCHD Contract Documents

236 HYDRANT ASSEMBLY EACH 2 $ $

237 REPLACE & RELOCATE HYDRANT EACH 2 $ $

238 REPLACE HYDRANT AND ADJUST TO GRADE EACH 2 $ $

239 6 IN CONNECTION EACH 2 $ $

240 18 IN CONNECTION EACH 6 $ $

241 2" SERVICE LINE EACH 1 $ $

242 2" SERVICE LINE WITH METER PIT EACH 1 $ $

243 ADJUST VALVE BOX TO GRADE EACH 7 $ $

244 RETIRE VALVE BOX EACH 2 $ $

245 RETIRE FIRE HYDRANT EACH 2 $ $

Subtotal Water

Main Bid

Total Bid

14 HCHD Contract Documents

BID BOND

KNOWN BY ALL PERSONS BY THESE PRESENTS THAT THE UNDERSIGNED:

BIDDER :

as principal, and SURETY:

[Name]

[Address] as Surety, are firmly bound unto Hamilton County, Indiana and the Hamilton County Board of Commissioners (collectively referred to as “Hamilton County”) in the full and just sum of an amount equal to TEN PERCENT of the amount of the Principal’s bid, to the payment of which, well and truly to be made, we bind ourselves jointly and severally, and our joint and several heirs, executors, administrators and assigns, firmly by these presents.

THE CONDITIONS OF THE ABOVE OBLIGATIONS ARE SUCH THAT, whereas, the Principal is herewith submitting a bid and proposal for construction and completion of this contract in accordance with plans and specifications, which are made part of this bond;

NOW, THEREFORE, if Hamilton County shall award the Principal the contract and the Principal shall promptly, enter into contract with Hamilton County, then this obligation shall be void; otherwise to remain in full force, virtue, and effect.

IT IS AGREED that no modifications, omissions, or additions in or to the terms of such contract or in or to the plans or specifications therefor shall affect the obligation of such sureties on this bond.

IN WITNESS WHEREOF, we hereto set our hands and seals:

15 HCHD Contract Documents

< <BIDDER > >

(Bid Bond)

(Title)

State of Indiana, County of, , SS:

Before me, the undersigned Notary Public, personally appeared;

As Principal and acknowledged the execution of the above bond on this Day of , 20 .

My commission Expires:

(County of Residence) (Notary Signature & Seal)

< <SURETY > >

(Bid Bond)

As Principal and acknowledged the execution of the above bond on this Day of , 20___.

16 HCHD Contract Documents

PAYMENT BOND

BIDDER:

(collectively referred to as “Hamilton County”) in the penal sum of an amount equal to ONE HUNDRED PERCENT of the amount of the Principal’s bid, to the payment of which, well and truly made, we bind ourselves jointly and severally, and our joint and several heirs, executors, administrators and assigns, firmly by these presents.

THE CONDITIONS OF THE ABOVE OBLIGATIONS ARE SUCH THAT, whereas, the Principal is herewith submitting a bid and proposal for construction and completion of this contract in accordance with plans and specifications, which are made part of this bond;

NOW, THEREFORE, if Hamilton County shall award the Principal the contract for work and the Principal shall promptly enter into contract with Hamilton County, for the work and shall promptly make payments of all amounts due to all Claimants, then this obligation shall be void; otherwise to remain in full force, virtue, and effect. Claimant shall mean any subcontractor, material supplier or the person, firm, or corporation furnishing materials or equipment for or performing labor or services in the prosecution of the work provided in such an agreement, including lubricants, oil, gasoline, coal, and coke, repairs on machinery, and tools, whether consumed or used in connection with the construction of such work, and all insurance premiums on said work, and for all labor, performed in such work.

IT IS AGREED that no modifications, omissions, or additions in or to the terms of such contract or in or to

17 HCHD Contract Documents

(Payment Bond)

As Principal and acknowledged the execution of the above

(Payment Bond)

As Principal and acknowledged the execution of the above

18 HCHD Contract Documents

PERFORMANCE BOND

BIDDER :

(collectively referred to as “Hamilton County”) in the penal sum of an amount equal to ONE HUNDRED PERCENT of the amount of the Principal’s bid, to the payment of which, well and truly made, we bind ourselves jointly and severally, and our joint and several heirs, executors, administrators and assigns, firmly by these presents.

THE CONDITIONS OF THE ABOVE OBLIGATIONS ARE SUCH THAT, whereas, the Principal is herewith submitting a bid and proposal for construction and completion of this contract in accordance with plans and specifications, which are made part of this bond;

NOW, THEREFORE, if Hamilton County shall award the Principal the contract for work and the Principal shall promptly enter into contract with Hamilton County, for the work and shall well and faithfully do and perform the same in all respects according to the plans and specifications and according to the time, terms, and conditions specified in this contract to be entered into, and in accordance with all requirements of law and shall promptly pay all debts incurred by the Principal or a subcontractor in the construction of the work, including labor, service, and materials furnished, and shall remain in effect at least until one year after the date when final payment becomes due, then this obligation shall be void; otherwise to remain in full force, virtue, and effect.

IT IS AGREED that no modifications, omissions, or additions in or to the terms of such contract or in or to

19 HCHD Contract Documents

(Performance Bond)

As Principal and acknowledged the execution of the above

(Performance Bond)

As Principal and acknowledged the execution of the above

20 HCHD Contract Documents

NON-COLLUSION AFFIDAVIT

STATE OF )

) SS

COUNTY OF )

The undersigned contractor, being duly sworn, on oath, says that he has not, nor has any other member, representative, or agent of the firm, company, corporation or partnership represented by it, entered into any combination, collusion or agreement with any person relative to the price to be bid by anyone, nor to prevent any person from bidding nor to induce anyone to refrain from bidding, and that this bid is made without reference to any other bid and without any agreement, understanding or combination with any other person in reference to such bidding in any way or manner whatever.

BY :

FOR :

(Firm or Corporation)

As Principal and acknowledged the execution of the above

21 HCHD Contract Documents

LEGAL STATUS OF BIDDER

This Proposal is submitted in the name of:

Firm Name

The undersigned hereby designates below his business address to which all notices, directions or other communications may be served or mailed:

Street :

City :

State : Zip Code:

The undersigned hereby declares that he has legal status checked below:

( ) INDIVIDUAL

( ) INDIVIDUAL DOING BUSINESS UNDER AN ASSUMED NAME

( ) CO-PARTNERSHIP (The Assumed name of the partnership is registered in the County of , Indiana.

( ) CORPORATION INCORPORATED UNDER THE LAWS OF THE STATE OF

. The Corporation is:

( ) LICENSED TO DO BUSINESS IN INDIANA

( ) NOT NOW LICENSED TO DO BUSINESS IN INDIANA

The name, titles and home address of all persons who are officers or Partners in the organization are as follows:

NAME AND TITLE HOME ADDRESS

Signed and Sealed this day of . 20___.

By

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23 HCHD Contract Documents

HCHD FORM 10 63 REV 05-02-02

Page:

Project No. Contract No.

Project Description: Change Order No.

Whereas, the Standard Specifications for this contract provides for such work to be performed, the following change is recommended. (Give location, description and reason)

UNIT QUANTITY AMOUNT QUANTITY AMOUNT

THIS

C.O.

TO

DATE

TOTALS

NET XXXXXXXXX

XXXXXXXXX

This contract has been extended / reduced (circle one) by 0 work / calendar (circle one) days or the completion date has been moved to 0 to accommodate the changes made in this change order. It is the intent of the parties that this change order is full and complete compensation for the work described above. Notification and consent to this change in plans is hereby acknowledged.

Contractor : By: Date:

Title:

ESTIMATED COST -$

PLACE EW FOR EXTRA WORK ITEMS

PLACE FA FOR FORCE ACCOUNT ITEMS

HAMILTON COUNTY HIGHWAY DEPARTMENT

CHANGE ORDER

ITEM

NO.

DESCRIPTION OF ITEM

UNIT

PRICE

INCREASE DECREASE % CHANGE

Submitted for Consideration

P ro ject Engineer

Co unty Engineer

Co ns tructio n Engineer

Highway Direc to r

24 HCHD Contract Documents

AFFIDAVIT AND WAIVER OF LIEN

Final Partial Payment to Follow

State of Indiana, County of SS Being duly sworn states that he is the of (Name of Officer) (Title) having contracted with to furnish certain materials and/or labor as follows (Description) for the project known as located at and owned by Hamilton County (Owner) and does hereby further state on behalf of the aforementioned subcontractor/supplier:

(PARTIAL WAIVER) that there is due from the CONTRACTOR the sum of Dollars ($ ) ( ) receipt of which is hereby acknowledged; or ( ) the payment of which has been promised as the sole consideration of this affidavit and Partial Waiver of Lien which is given solely with respect to said amount and which waiver shall be effective only upon receipt of payment thereof by the undersigned:

(FINAL WAIVER) that the final balance due from the CONTRACTOR is the sum of Dollars ($ )

( ) receipt of which is hereby acknowledged or ( ) the payment of which has been promised as the sole consideration for the Affidavit and Final Waiver of Lien which shall become effective upon receipt of such payment

THEREFORE, the undersigned waives and releases unto the OWNER of said premises, any and all lien or claim whatsoever on the above-described property and improvements thereon on account of LABOR or material or both, furnished by the undersigned thereto, subject to limitations or conditions expressed herein, if any; and further certifies that no other party has any claim or right to a lien on account of any work performed or material furnished to the undersigned for said project, and within the scope of this affidavit and waiver.

By Title (Firm) (Authorized Representative) WITNESS MY HAND AND NOTARIAL SEAL this day of 20

(Notary Public)

My Commission Expires Printed

Residing in County, 25 HCHD Contract Documents

CERTIFICATION LETTER

TO BE COMPLETED BY ALL SUB-CONTRACTORS AND MATERIAL SUPPLIERS

Reference:

HAMILTON COUNTY INTERSECTION IMPROVEMENT AND

NEW BRIDGE CONSTRUCTION PROJECT

146TH STREET AND HAZEL DELL PARKWAY

CLAY AND NOBLESVILLE TOWNSHIPS

HAMILTON COUNTY, INDIANA

PR-26-0836

We hereby certify that we have examined the Contract Plans and Specifications for this project and that all materials and workmanship will be in strict compliance therewith.

Company Name

Address

By

Date

Describe Item of work or material to be furnished:

26 HCHD Contract Documents

EMPLOYMENT ELIGIBILITY VERIFICATION CERTIFICATION

This Certification is submitted by the undersigned, _______________________, as part of the contract with Hamilton County for the project known as _________________________ entered into on the ______ day of ______________________, 20__. The undersigned affirms under the penalties of perjury that the Contractor does not knowingly employ an unauthorized alien.

The Contractor shall enroll in and verify the work eligibility status of all newly hired employees through the E-Verify program as defined in IC 22-5-1.7-3. The Contractor is not required to participate if the Contractor is self-employed and does not employ any employees.

The Contractor shall not knowingly employ or contract with an unauthorized alien. The

Contractor shall not retain an employee or contract with a person that the Contractor subsequently learns is an unauthorized alien.

The Contractor shall require all subcontractors who perform work under its contract, to certify to the Contractor that:

1. The subcontractor does not knowingly employ or contract with an unauthorized alien;

2. The subcontractor has enrolled and is participating in the E-Verify program. The Contractor agrees to maintain this certification at least two years after the term of a contract with a subcontractor.

The County may terminate the contract if the Contractor fails to cure a breach of this provision no later than thirty (30) days after being notified by the County.

The terms of this Certification shall be incorporated within the contract between the Contractor and the County.

Witness this day of , 2026.

Contractor:

Address:

Signature: , Printed: _________________________________________________ Title

27 HCHD Contract Documents

Drug Testing Program

IC-4-13-18

This is submitted by the undersigned, _______________________, as part of the contract with Hamilton

County for the project known as _________________________ entered into on the __________ day of

______________________, 20__. The undersigned affirms under the penalties of perjury that the Contractor has a drug testing program in compliance with IC 4-13-18 and the program shall continue during the term of the contract with Hamilton County.

The Contractor shall also require the maintenance of a drug testing program from all subcontractors who perform work under its contract.

The County may terminate the contract if the Contractor fails to comply with the terms of IC 4-13-18 provision no later than thirty (30) days after being notified by the County.

The terms of this requirement shall be incorporated within the contract between the Contractor and the

County.

I, _____________________, verify under the penalties of perjury that all requirements of Drug Testing

Program per IC 4-13-18 are in compliance:

Witness this _________ day of ______________________ , 20___.

Contractor: _________________________________

Address: ___________________________________

Signature: ______________________________________________,____________________

Title

Printed: ______________________________________________

28 HCHD Contract Documents

Hot Mix Asphalt Certification

For Hamilton County Highway Department

Date

Project Number

Certified HMA Producer Name

Certified HMA Plant Number

HMA Type and Designation

JMF Number PG Binder Grade

Specification reference INDOT 402.09

This is to certify that the test results for air voids and binder content represent the HMA mixture furnished for this contract.

Air Voids (±1.5% from JMF)

Binder Content (±0.7% from JMF)

* ( ) First test of JMF for the year. A production sample shall be taken within the first 250 T (250 MG) produced and test results submitted within 48 hours of the time the sample was taken.

* ( ) If applicable

Certified Asphalt Technician

Company

Any falsification of this document by the technician can result in loss of the technician’s INDOT Certification.

29 HCHD Contract Documents

GENERAL PROVISIONS INDEX

Page No. Description

GP 1 30 COUNTY

GP 2 30 OWNER

GP 3 30 ENGINEER

GP 4 30 CONTRACTOR

GP 5 30 PRE-QUALIFICATION AND BIDDING

GP 6 30 PUBLIC OPENING OF BIDS

GP 7 30 AWARD OF CONTRACT

GP 8 30 CONTRACT DOCUMENTS

GP 9 30 INSURANCE REQUIREMENTS

GP 10 31 CONTRACT QUESTIONS

GP 11 31 EXAMINATION OF THE PROJECT SITE

GP 12 31 NOTICE TO PROCEED

GP 13 31 WARRANTY OF WORK

GP 14 32 PRE-CONSTRUCTION CONFERENCE

GP 15 32 NOTIFICATION OF CONSTRUCTION SCHEDULE

GP 16 32 NOTIFICATION OF WORK SCHEDULE

GP 17 32 DETERMINATION AND EXTENSION OF CONTRACT

TIME

GP 18 33 HOLIDAYS THAT WORK IS NOT PERMITTED

GP 19 33 RESIDENT SUPERINTENDENT

GP 20 33 SUPERVISION

GP 21 33 EXISTING CONDITIONS

GP 22 33 SURVEYOR MARKER

GP 23 34 DELETION OF WORK

GP 24 34 TESTING OF MATERIALS

GP 25 35 UTILITIES

GP 26 35 PERMITS

GP 27 35 PARTIAL PAYMENTS

GP 28 36 FINAL PAYMENT

30 HCHD Contract Documents

GENERAL PROVISIONS

GP 1 COUNTY

County of Hamilton, State of Indiana.

GP 2 OWNER

The Board of County Commissioners of Hamilton County, Indiana

GP 3 ENGINEER

Hamilton County Highway Engineer or its authorized representative.

GP 4 CONTRACTOR

The Firm or Corporation with whom the OWNER has entered into the Construction Contract.

GP 5 PRE-QUALIFICATION AND BIDDING

See Notice to Bidders.

GP 6 PUBLIC OPENING OF BIDS

See Notice to Bidders.

GP 7 AWARD OF CONTRACT

The OWNER reserves the right to reject any or all bids or to waive any informalities and to accept the bid, which it deems favorable to the interest of the OWNER after all bids have been examined and scrutinized.

GP 8 CONTRACT DOCUMENTS

The Indiana Department of Transportation, Standard Specifications dated 2026 together with most recently published Supplemental Specifications shall be used in conjunction with these Plans, Contract Forms, General Provision, Special Provisions, Modifications to the Specifications, Standard Sheets and any addenda which may be issued for this project.

It is the intent of these Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance therewith. Any work, materials or equipment that may reasonably be inferred will be supplied whether or not specifically called for.

Wherever reference is made to the Indiana Department of Transportation, Director, or Chief Highway Engineer, it shall be interpreted as the Board of County Commissioners of Hamilton County, Indiana.

GP 9 INSURANCE REQUIREMENTS

Hamilton County’s insurance requirements can be found at and contract requires standard + pollution+builders risk.

31 HCHD Contract Documents https://www.hamiltoncounty.in.gov/1645/Certificates-Of-Insurance

CONTRACTOR shall submit Certificate of Insurance indicating the above necessary coverage as well as naming OWNER, its employees and representatives and ENGINEER as Additional Insured on all policies except Worker’s Compensation.

CONTRACTOR shall not commence work until he has obtained all insurance specified herein, has filed with the OWNER one (1) copy of Certificate of insurance, and such insurance has been approved by the OWNER.

Should any coverage approach expiration during the Contract period, it shall be renewed prior to its expiration, and certificate again filed with the OWNER. If any of such policies are canceled or are changed so as to reduce the coverage evidenced by the Certificate, at least ten (10) days prior written notice by registered mail of such cancellation or change shall be sent to the OWNER.

All insurance provided for under this Section shall be written by Insurance Companies licensed to do business in Indiana and countersigned by registered Indiana agent. The insurance company shall file with the OWNER, one (1) copy of Affirmation of Authority, on the form furnished by the OWNER, as verification of the resident agent.

All insurance shall be maintained in full force and effect until the Contract has been fully and completely performed.

GP 10 CONTRACT QUESTIONS

Submit all questions in writing to the project team through OpenGov prior to 9:00 a.m. local time August 17, 2026. A written response will be emailed to the addresses on the Record of Plans Purchased that is required to be filled out by anyone purchasing plans. No questions will be answered by telephone.

GP 11 EXAMINATION OF THE PROJECT SITE

Before the bid date, all bidders shall carefully and thoroughly examine the entire site of the proposed work, adjacent premises, various means of approach, access thereto by means of a site inspection visit, and make all necessary investigations to inform themselves thoroughly as to the facilities necessary for delivering, placing, and operating the necessary construction equipment, and for delivering and handling materials at the site, and shall inform themselves thoroughly as to any and all actual or potential difficulties, hindrances, delays, and constraints involved in the commencement, prosecution and completion of the proposed work in accordance with the requirements of this contract. The CONTRACTOR, by the execution of the Contract, shall in no way be relieved of any obligation under it, due to his failure to receive or examine any form or legal instrument, or to visit the site and acquaint himself with the conditions there existing. The OWNER will be justified in rejecting any claim based on facts, which he should have noticed as a result thereof.

GP 12 NOTICE TO PROCEED

The CONTRACTOR shall start to perform the work on the date designated in the written Notice to Proceed, but no work shall be done at the site prior to the date of the Notice to Proceed.

GP 13 WARRANTY OF WORK

The CONTRACTOR warrants and guarantees for one year after final acceptance of the contract, to the

32 HCHD Contract Documents

OWNER that all work will be performed, supplied, furnished and installed, and that the work will perform in strict accordance with the Contract Documents and will not be defective. Notice of all work determined or suspected to be defective or not in conformity with the Contract Documents shall be given to the CONTRACTOR within reasonable time after observance thereof.

GP 14 PRE-CONSTRUCTION CONFERENCE

Before the CONTRACTOR is issued a Notice to Proceed, a conference attended by the OWNER, ENGINEER, CONTRACTOR and others as appropriate will be held. The purpose of this conference will be to discuss procedures for making submittals, processing applications for payment, and to establish other procedures and understandings bearing upon coordination and performance of the work.

The CONTRACTOR shall submit the following documents at the Pre-construction Conference:

• Payment Bond as mentioned elsewhere herein

• Performance Bond as mentioned elsewhere herein

• Certification Letter as mentioned elsewhere herein

• Certificate of Insurance as mentioned elsewhere herein

• Construction Schedule as mentioned elsewhere herein

• Specific Mix Design, Certification, and specification of material required to be submitted as mentioned elsewhere herein

CONTRACTOR shall not be allowed to proceed with any work until all the above-mentioned documents are submitted to the ENGINEER. Notice to proceed shall be issued as mentioned elsewhere herein and all work / calendar days shall be counted after issuance of Notice to Proceed. This time frame also includes review and approval of any mix design and certification required as mentioned elsewhere herein. ENGINEER shall have a minimum of 72-hours for review and approval of any mix design submitted.

GP 15 NOTIFICATION OF CONSTRUCTION SCHEDULE

At or before the preconstruction meeting, the CONTRACTOR shall submit to the ENGINEER for review a proposed schedule indicating the starting and completion dates of the various stages of the work to be performed under this contract. The ENGINEER shall review the proposed schedule to determine conformity with the contract and will make recommendations to the OWNER concerning approval thereof; however, the review, approval or other action taken by the ENGINEER or OWNER in respect of such schedules shall not relieve the CONTRACTOR of its obligations to perform the work within the contract schedule(s).

GP 16 NOTIFICATION OF WORK SCHEDULE

The CONTRACTOR shall provide a listing of the next workday’s work activities by 12:00 p.m. of that day’s work for the ENGINEER’S scheduling and inspection. All work scheduled for Monday shall be provided on Friday of the preceding week.

Failure to provide such notice within the specified time may result in the failure of the ENGINEER to pay for any material placed that day.

GP 17 DETERMINATION AND EXTENSION OF CONTRACT TIME

An extended date of completion will only be considered if the notice to proceed is not issued within 90 days of the letting except if the delay is due to the failure of the CONTRACTOR to furnish any stated or requested

33 HCHD Contract Documents forms or information.

GP 18 HOLIDAYS THAT WORK IS NOT PERMITTED

The CONTRACTOR may not perform work on this project as mentioned in the most recent INDOT Standard Specifications.

At the discretion of the ENGINEER, CONTRACTOR shall be allowed to work on Saturday and Sunday, only if, CONTRACTOR submits in writing 72-hours in advance to the ENGINEER or specifically stated in the contract documents mentioned elsewhere herein.

GP 19 RESIDENT SUPERINTENDENT

The CONTRACTOR shall keep on the work site at all times during its progress, a competent resident superintendent, who shall not be replaced without written notice to the ENGINEER except under extraordinary circumstances. The superintendent will be the CONTRACTOR’s representative at the site and shall have authority to act on behalf of the CONTRACTOR. All communications given to the superintendent shall be as binding as if given to the CONTRACTOR.

GP 20 SUPERVISION

The CONTRACTOR shall supervise and direct the work completely and efficiently devoting such attention thereto and applying such skills and expertise as may be necessary to perform the work in accordance with the Contract Documents.

GP 21 EXISTING CONDITIONS

The CONTRACTOR shall verify the elevation and measurements of all points where new construction is to match existing conditions prior to the commencement of any construction activities.

Where new work is to be filled to old work, the CONTRACTOR shall check all dimensions and condition in the field and report any errors or discrepancies to the ENGINEER or assume responsibility for their correctness and the fit of new parts to old. If such parts do not fit properly, CONTRACTOR shall make at CONTRACTOR’S expense such alternations to new parts as may be necessary to assure proper fits and connection, which meet the approval of the ENGINEER.

No direct payment shall be made for this work but the cost thereof shall be included in the costs of other items of the contract.

GP 22 SURVEYOR MARKER

Before the marker is disturbed, the Hamilton County Surveyor’s Office shall be notified seven (7) calendar days in advance in writing. Any marker disturbed or covered without the notification of the Hamilton County Surveyor’s Office or without the Engineer’s approval shall be repaired/reset at the contractor’s expense.

34 HCHD Contract Documents

GP 23 DELETION OF WORK

The OWNER/ENGINEER has the right to delete any items that are a part of this contract.

GP 24 TESTING OF MATERIALS

The CONTRACTOR shall be responsible for all testing and sampling of materials as hereinafter specified.

The CONTRACTOR shall furnish certified tests for the following materials, which are to be made by an independent laboratory approved by the ENGINEER. The independent laboratory shall submit copies of all test results directly to the ENGINEER. Testing performed by an agent of a material producer or supplier will not be considered independent. The cost of providing samples and testing will not be paid for directly, but will be included in the cost of other items.

CONCRETE

Advance Concrete Tests: Concrete tests shall be conducted in accordance with A.S.T.M. Serial Des. C-39, for compliance with the requirements of these specifications.

Slump: For each 25 cubic yards or fraction thereof taken from forms.

Compression: The Contractor shall have tests made at a testing laboratory that is approved by the Engineer.

The Contractor shall furnish to the Engineer all equipment and facilities necessary to prepare concrete test specimens. Three test cylinders 6" in diameter and 12" high will be made for each 100 cubic yard of each class of concrete or fraction thereof, placed each day. The Contractor shall properly crate and transport the cylinder test specimens to the approved laboratory.

The minimum compressive strength at 28 days shall be:

Class “A” Concrete, 3500 P.S.I.

Class “B” Concrete, 3000 P.S.I.

Class “C” Concrete, 4000 P.S.I.

One of the three test specimens shall be tested at 7 days and the remaining two specimens shall be tested at 28 days.

Concrete test specifications shall be in accordance with AASHTO Des. T-23; cylinder specimens shall be tested in accordance with ASSHTO T-22, and test beams shall be treated in accordance with AASHTO Des.

T-97.

If the Contractor desires to remove forms sooner than as specified in Article 702.13, he shall make 6x6x36 test beams to provide information for stripping forms. Equipment for testing these beams shall be furnished by the Contractor.

BITUMINOUS MATERIAL

The Contractor shall provide proof that all bituminous material used shall be State tested material and on an immediate usage basis.

HMA items not designated as QC/QA HMA shall comply with INDOT Standard Specifications Section 402 and shall be accompanied by the required Type D Certification.

35 HCHD Contract Documents

HMA items designated as QC/QA HMA shall comply with the applicable requirements of INDOT Standard

Specifications Section 401, QC/QA HMA Pavement. All sampling, testing, quality control, quality assurance, laboratory services, certifications, reports, and documentation necessary to demonstrate compliance with

Section 401 shall be provided by the Contractor at no additional cost to the Owner. No separate payment will be made for QC/QA testing or related services.

BORROW

The CONTRACTOR shall determine the location of the borrow pit and shall have laboratory density tests made as prescribed in Section 203.24 and outlined in AASHTO T-99. The subgrade shall be constructed in accordance with Section 207. No direct payment will be made for subgrade treatment. The cost of all work and testing for subgrade treatment shall be included in other items of the contract. Frequency of the density testing shall be every 100 ft for each lane of pavement per lift. Density testing for shoulder width greater than 6 feet shall be every 300 feet per lift.

FOUNDATION

The CONTRACTOR shall verify soil bearing capacity meet or exceed the design capacity at each wingwall (minimum 2 test) and main footing (minimum 4 test). Frequency of the testing may increase or decrease based on field results. Engineer shall determine the location of each test.

REINFORCING STEEL

The Contractor shall furnish the Engineer with two (2) copies of certified mill test…