Roadway Widening, Waterline Relocation and Water Transmission Main

Solicitation No.

8516140009

Type / RFx

RFB

Status

Active

Level

city

Published Date

March 25, 2026

Due Date

April 22, 2026

NAICS Code

237310AI guide

Jurisdiction

The City of Oklahoma City and Trusts

State

Oklahoma

Agency

The City of Oklahoma City and Trusts

To bid on this Contract, the Bidder must be prequalified by the City of Oklahoma City’s Prequalification Review Board on the Bid Date and Bid Time as: Paving Contractor “B” In addition, any work for which a prequalification classification has been established must be performed by persons or entities prequalified by the Prequalification Review Board in those classifications. The Contractor and/or subcontractors (if any) must be listed as prequalified in the area(s) of: • Stormwater Contractor “B”; • Water Pipeline Contractor “C”; and • Traffic Control and Striping Contractor “B” for that respective portion of the work. **Project Type**: RFB - Request for Bid (Formal) **Source ID**: PU.MU.USA.2722754.C19106251 **Piggyback Contract**: No **Question Acceptance Deadline**: 04/14/2026 01:00 PM EDT **Questions are submitted online**: Yes **Bid Submission Type**: Electronic Bid Submission **Owner Organization**: Public Works Department **Reference Number**: 0000416200 **Pricing**: Item Based **Bid Documents List**: | Item Name | Description | Mandatory | Limited to 1 file | |---|---|---|---| | Construction Business Relationship Affidavit | Attach Notarized Construction Business Relationship Affidavit | Yes | Yes | | Construction Anti Non-Collusion Affidavit | Attach Notarized Construction Anti-Collusion Affidavit | Yes | Yes | **Pre-Bidding Events**: Event Type: Prebid Conference | Attendance: Mandatory | Event date: 04/14/2026 03:00 PM EDT | Location: 420 West Main, Oklahoma City, OK 73102, Basement Personnel Large Conference Room | Event Note: 103.01.03 – MANDATORY PRE-BID CONFERENCE 103.01.03.01 When specified in the Notice to Bidder, attendance at the Pre-Bid Conference is a prequalification requirement. If there is a virtual meeting option, the virtual address will be provided in the Notice to Bidders. When the Notice to Bidders specifies that the Pre-Bid Conference is mandatory, the contractor who plans to submit a bid must attend the Mandatory Pre Bid Conference. Failure of the prospective bidders to attend a Mandatory Pre-Bid Conference will cause the bidder’s submission to be rejected. Whenever required, a Mandatory Pre-Bid Conference is a prequalification requirement to bid on the contract. **Line Items**: | Code | Description | UOM | Qty | Code | Description | UOM | Qty | Code | Description | UOM | Qty | Code | Description | UOM | Qty | Code | Description | UOM | Qty | |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| | Next PC-0760 WC-1078 Next 1-PC-0760 Base Bid Code Description UOM Qty 200.A UNCLASSIFIED EXCAVATION Cubic Yard 3690 201.A EMBANKMENT Cubic Yard 20643 202.A BORROW Cubic Yard 16954 204.A CLEARING AND GRUBBING Lump-Sum 1 222.D DRY PORTLAND CEMENT Ton 219 222.E CEMENTITIOUS STABILIZED SUBGRADE Square Yard 24112 225.A AGGREGATE BASE Cubic Yard 105.72 252.C.1 BORING - CASING (12 INCH) Linear Foot/Feet 63 252.C.2 BORING - CASING (24 INCH) Linear Foot/Feet 100 307.B TACK COAT Gallon 2979.23 311.A SUPER PAVE TYPE S3 (PG 64-22 OK) Ton 4062.32 312.A COLD MILLING PAVEMENT Square Yard 15341.72 404.A STRUCTURAL CONCRETE Cubic Yard 207 406.A HIGH EARLY STRENGTH CONCRETE Cubic Yard 155 411.A REINFORCING STEEL Pound 37394 451.A.1 REINFORCED CONCRETE PIPE (18 INCH) Linear Foot/Feet 1024 451.A.2 REINFORCED CONCRETE PIPE (24 INCH) Linear Foot/Feet 116 451.A.3 REINFORCED CONCRETE PIPE (30 INCH) Linear Foot/Feet 2257 451.A.4 REINFORCED CONCRETE PIPE (36 INCH) Linear Foot/Feet 1024 451.A.5 REINFORCED CONCRETE PIPE (42 INCH) Linear Foot/Feet 1070 451.A.6 REINFORCED CONCRETE PIPE ARCH (22 X 13.5 INCH) Linear Foot/Feet 19 451.A.7 REINFORCED CONCRETE PIPE ARCH (36 X 22 INCH) Linear Foot/Feet 228 451.B REINFORCED CONCRETE PIPE END SECTION (ARCH)(36 INCH X 22 INCH) Each 2 455.A.1 (4') STORM SEWER MANHOLE (0' - 6') Each 5 455.A.2 (5') STORM SEWER MANHOLE (0' - 6') Each 9 455.A.3 (6') STORM SEWER MANHOLE (0' - 6') Each 1 457.A.1 INLET (DESIGN 2-1) Each 10 457.A.2 INLET (DESIGN 2-2) Each 8 457.A.3 INLET (DESIGN 2-3) Each 3 457.A.4 INLET (DESIGN 5) Each 4 457.D.1 JUNCTION BOX (4 FT X 4 FT) Each 2 457.D.2 JUNCTION BOX (5 FT X 5 FT) Each 3 635.B BORE AND STEEL ENCASEMENT (10 INCH) Linear Foot/Feet 220 722.A TRAFFIC STRIPE (PLASTIC) (4 INCH WIDE) Linear Foot/Feet 17296.87 722.C TRAFFIC STRIPE (PLASTIC) (8 INCH WIDE) Linear Foot/Feet 655.76 722.E TRAFFIC STRIPE (PLASTIC) (24 INCH WIDE) Linear Foot/Feet 143.86 722.F TRAFFIC STRIPE (PLASTIC) (ARROWS) Each 28 801.A CONSTRUCTION STAKING (CONSTRUCTION SURVEY) Lump-Sum 1 802.A CONSTRUCTION SIGNING AND TRAFFIC CONTROL Lump-Sum 1 809.A MOBILIZATION Lump-Sum 1 811.A.1 STRUCTURE REMOVAL (RCP END SECTION) Each 13 811.A.2 STRUCTURE REMOVAL (MANHOLE) Each 1 811.A.3 STRUCTURE REMOVAL (EXISTING STRUCTURES) Each 1 811.B.1 STRUCTURE REMOVAL (STORM SEWER RCP) Linear Foot/Feet 418.53 811.B.2 STRUCTURE REMOVAL (STORM SEWER CGMP) Linear Foot/Feet 99 812.A.1 PAVEMENT REMOVAL (ASPHALT) Square Yard 4567.52 812.A.2 PAVEMENT REMOVAL (CONCRETE) Square Yard 400.87 812.B SIDEWALK REMOVAL (ALL TYPES) Square Yard 2201.47 812.C DRIVEWAY REMOVAL (ALL TYPES) Square Yard 1972.49 812.D CURB AND GUTTER REMOVAL (ALL TYPES) Linear Foot/Feet 1286.06 819.A.1 ADJUST EXISTING STRUCTURE (SIGNS) Each 3 819.A.2 ADJUST EXISTING STRUCTURE (MAILBOX) Each 7 820.A SAW CUT PAVEMENT (ALL TYPES) Linear Foot/Feet 10078.31 823.A SIDEWALK (4 INCH) Square Yard 1903 823.B DRIVEWAY (11 INCH) Square Yard 420.63 825.A TYPE I PLAIN RIPRAP Ton 10 825.B TYPE II PLAIN RIPRAP WITH FILTER BLANKET Ton 286 825.C FILTER BLANKET Ton 56 823.C CURB RAMP (8 INCH) Square Yard 32.67 823.D TACTILE WARNING DEVICE Square Foot/Feet 80 830.A PIPE RAILING Linear Foot/Feet 212 838.B TEMPORARY SILT FENCE Linear Foot/Feet 8310 838.C TEMPORARY SEDIMENT FILTER Each 34 840.A SOLID SLAB SODDING Square Yard 22606.73 SP.1 INLET (DESIGN 2-1) W/ LG JCT BOX Each 5 SP.2 INLET (DESIGN 2-2) W/ SM JCT BOX Each 5 SP.3 INLET (DESIGN 2-2) W/ LG JCT BOX Each 3 SP.4 INLET (DESIGN 2-3) W/ LG JCT BOX Each 1 SP.5 REINFORCED CONCRETE BOX WEST END SPECIAL END SECTION DETAIL Each 1 SP.6 REINFORCED CONCRETE BOX EAST END SPECIAL END SECTION DETAIL Each 1 Next 3-Alternate 1 Code Description UOM Qty 307.B TACK COAT Gallon 3928.67 311.A.1 SUPERPAVE TYPE S3 (PG 70-28 OK) Ton 3352.14 311.A.2 SUPERPAVE TYPE S3 (PG 64-22 OK) Ton 2757 311.C SUPERPAVE TYPE S5 (PG 70-28 OK) Ton 3641.88 311.F RICH BOTTOM LAYER (PG 64-22 OK) Ton 4183.49 311.I RICH INTERMEDIATE LAYER (PG 64-22 OK) Ton 879.29 312.A COLD MILLING PAVEMENT Square Yard 15341.72 829.A CURB AND GUTTER Linear Foot/Feet 9507 Next 4-Alternate 2 Code Description UOM Qty 222.E CEMENTITIOUS STABILIZED SUBGRADE Square Yard 12557 222.D DRY PORTLAND CEMENT Ton 219 311.A SUPERPAVE TYPE S3 (PG 64-22 OK) Ton 2473.25 314.B DOWEL JOINTED P.C.C. PAVT. (PLACEMENT) Square Yard 31734.53 812.A PAVEMENT REMOVAL (ASPHALT) Square Yard 15364.2 820.A SAW CUT PAVEMENT (ALL TYPES) Linear Foot/Feet 8771.14 829.B INTEGRAL CURB Linear Foot/Feet 9507 Next 2-WC-1078 Base Bid Code Description UOM Qty 501.A.1 (6")(DIP) WATERLINE PIPE (NOM WALL THICK 0.28) Linear Foot/Feet 77 501.A.2 (12")(DIP) WATERLINE PIPE (NOM WALL THICK 0.34) Linear Foot/Feet 162 501.A.3 (16")(DIP) WATERLINE PIPE (NOM WALL THICK 0.37) Linear Foot/Feet 59 501.C.1 FITTINGS (6" SOLID SLEEVE (MJ)) Each 2 501.C.2 FITTINGS (16" SOLID SLEEVE (MJ)) Each 2 501.C.3 FITTINGS (6" X 22.5 DEGREE BEND (MJ)) Each 4 501.C.4 FITTINGS (12" X 45 DEGREE BEND (MJ)) Each 3 501.C.5 FITTINGS (12" X 90 DEGREE BEND (MJ)) Each 1 501.C.6 FITTINGS (16" X 22.5 DEGREE BEND (MJ)) Each 4 503.C SINGLE LONG SERVICE (2") Each 3 505.A.1 TAP (12" X 12") Each 1 505.A.2 TAP (16" X 12") Each 1 513.A HYDROSTATIC PRESSURE TESTING AND DISINFECTION Lump-Sum 1 518.A.1 STEEL CASING PIPE (12") Linear Foot/Feet 63 518.A.2 STEEL CASING PIPE (24") Linear Foot/Feet 100 518.A.3 STEEL CASING PIPE (36") Linear Foot/Feet 40 SP.1 GPS AS-BUILT SURVEY Lump-Sum 1 Next 5-WC-1077 Base Bid Code Description UOM Qty 501.A.1 (16")(DIP) WATERLINE PIPE (NOM WALL THICK 0.37) Linear Foot/Feet 885 501.C.1 FITTINGS (16" SOLID SLEEVE (MJ)) Each 2 501.C.2 FITTINGS (16" X 22.5 DEGREE BEND (MJ)) Each 4 513.A HYDROSTATIC PRESSURE TESTING AND DISINFECTION Lump-Sum 1 809.A MOBILIZATION Lump-Sum 1 SP.1 GPS AS-BUILT SURVEY Lump-Sum 1 | Next 1-PC-0760 Base Bid Code Description UOM Qty 200.A UNCLASSIFIED EXCAVATION Cubic Yard 3690 201.A EMBANKMENT Cubic Yard 20643 202.A BORROW Cubic Yard 16954 204.A CLEARING AND GRUBBING Lump-Sum 1 222.D DRY PORTLAND CEMENT Ton 219 222.E CEMENTITIOUS STABILIZED SUBGRADE Square Yard 24112 225.A AGGREGATE BASE Cubic Yard 105.72 252.C.1 BORING - CASING (12 INCH) Linear Foot/Feet 63 252.C.2 BORING - CASING (24 INCH) Linear Foot/Feet 100 307.B TACK COAT Gallon 2979.23 311.A SUPER PAVE TYPE S3 (PG 64-22 OK) Ton 4062.32 312.A COLD MILLING PAVEMENT Square Yard 15341.72 404.A STRUCTURAL CONCRETE Cubic Yard 207 406.A HIGH EARLY STRENGTH CONCRETE Cubic Yard 155 411.A REINFORCING STEEL Pound 37394 451.A.1 REINFORCED CONCRETE PIPE (18 INCH) Linear Foot/Feet 1024 451.A.2 REINFORCED CONCRETE PIPE (24 INCH) Linear Foot/Feet 116 451.A.3 REINFORCED CONCRETE PIPE (30 INCH) Linear Foot/Feet 2257 451.A.4 REINFORCED CONCRETE PIPE (36 INCH) Linear Foot/Feet 1024 451.A.5 REINFORCED CONCRETE PIPE (42 INCH) Linear Foot/Feet 1070 451.A.6 REINFORCED CONCRETE PIPE ARCH (22 X 13.5 INCH) Linear Foot/Feet 19 451.A.7 REINFORCED CONCRETE PIPE ARCH (36 X 22 INCH) Linear Foot/Feet 228 451.B REINFORCED CONCRETE PIPE END SECTION (ARCH)(36 INCH X 22 INCH) Each 2 455.A.1 (4') STORM SEWER MANHOLE (0' - 6') Each 5 455.A.2 (5') STORM SEWER MANHOLE (0' - 6') Each 9 455.A.3 (6') STORM SEWER MANHOLE (0' - 6') Each 1 457.A.1 INLET (DESIGN 2-1) Each 10 457.A.2 INLET (DESIGN 2-2) Each 8 457.A.3 INLET (DESIGN 2-3) Each 3 457.A.4 INLET (DESIGN 5) Each 4 457.D.1 JUNCTION BOX (4 FT X 4 FT) Each 2 457.D.2 JUNCTION BOX (5 FT X 5 FT) Each 3 635.B BORE AND STEEL ENCASEMENT (10 INCH) Linear Foot/Feet 220 722.A TRAFFIC STRIPE (PLASTIC) (4 INCH WIDE) Linear Foot/Feet 17296.87 722.C TRAFFIC STRIPE (PLASTIC) (8 INCH WIDE) Linear Foot/Feet 655.76 722.E TRAFFIC STRIPE (PLASTIC) (24 INCH WIDE) Linear Foot/Feet 143.86 722.F TRAFFIC STRIPE (PLASTIC) (ARROWS) Each 28 801.A CONSTRUCTION STAKING (CONSTRUCTION SURVEY) Lump-Sum 1 802.A CONSTRUCTION SIGNING AND TRAFFIC CONTROL Lump-Sum 1 809.A MOBILIZATION Lump-Sum 1 811.A.1 STRUCTURE REMOVAL (RCP END SECTION) Each 13 811.A.2 STRUCTURE REMOVAL (MANHOLE) Each 1 811.A.3 STRUCTURE REMOVAL (EXISTING STRUCTURES) Each 1 811.B.1 STRUCTURE REMOVAL (STORM SEWER RCP) Linear Foot/Feet 418.53 811.B.2 STRUCTURE REMOVAL (STORM SEWER CGMP) Linear Foot/Feet 99 812.A.1 PAVEMENT REMOVAL (ASPHALT) Square Yard 4567.52 812.A.2 PAVEMENT REMOVAL (CONCRETE) Square Yard 400.87 812.B SIDEWALK REMOVAL (ALL TYPES) Square Yard 2201.47 812.C DRIVEWAY REMOVAL (ALL TYPES) Square Yard 1972.49 812.D CURB AND GUTTER REMOVAL (ALL TYPES) Linear Foot/Feet 1286.06 819.A.1 ADJUST EXISTING STRUCTURE (SIGNS) Each 3 819.A.2 ADJUST EXISTING STRUCTURE (MAILBOX) Each 7 820.A SAW CUT PAVEMENT (ALL TYPES) Linear Foot/Feet 10078.31 823.A SIDEWALK (4 INCH) Square Yard 1903 823.B DRIVEWAY (11 INCH) Square Yard 420.63 825.A TYPE I PLAIN RIPRAP Ton 10 825.B TYPE II PLAIN RIPRAP WITH FILTER BLANKET Ton 286 825.C FILTER BLANKET Ton 56 823.C CURB RAMP (8 INCH) Square Yard 32.67 823.D TACTILE WARNING DEVICE Square Foot/Feet 80 830.A PIPE RAILING Linear Foot/Feet 212 838.B TEMPORARY SILT FENCE Linear Foot/Feet 8310 838.C TEMPORARY SEDIMENT FILTER Each 34 840.A SOLID SLAB SODDING Square Yard 22606.73 SP.1 INLET (DESIGN 2-1) W/ LG JCT BOX Each 5 SP.2 INLET (DESIGN 2-2) W/ SM JCT BOX Each 5 SP.3 INLET (DESIGN 2-2) W/ LG JCT BOX Each 3 SP.4 INLET (DESIGN 2-3) W/ LG JCT BOX Each 1 SP.5 REINFORCED CONCRETE BOX WEST END SPECIAL END SECTION DETAIL Each 1 SP.6 REINFORCED CONCRETE BOX EAST END SPECIAL END SECTION DETAIL Each 1 | Code Description UOM Qty | 200.A UNCLASSIFIED EXCAVATION Cubic Yard 3690 201.A EMBANKMENT Cubic Yard 20643 202.A BORROW Cubic Yard 16954 204.A CLEARING AND GRUBBING Lump-Sum 1 222.D DRY PORTLAND CEMENT Ton 219 222.E CEMENTITIOUS STABILIZED SUBGRADE Square Yard 24112 225.A AGGREGATE BASE Cubic Yard 105.72 252.C.1 BORING - CASING (12 INCH) Linear Foot/Feet 63 252.C.2 BORING - CASING (24 INCH) Linear Foot/Feet 100 307.B TACK COAT Gallon 2979.23 311.A SUPER PAVE TYPE S3 (PG 64-22 OK) Ton 4062.32 312.A COLD MILLING PAVEMENT Square Yard 15341.72 404.A STRUCTURAL CONCRETE Cubic Yard 207 406.A HIGH EARLY STRENGTH CONCRETE Cubic Yard 155 411.A REINFORCING STEEL Pound 37394 451.A.1 REINFORCED CONCRETE PIPE (18 INCH) Linear Foot/Feet 1024 451.A.2 REINFORCED CONCRETE PIPE (24 INCH) Linear Foot/Feet 116 451.A.3 REINFORCED CONCRETE PIPE (30 INCH) Linear Foot/Feet 2257 451.A.4 REINFORCED CONCRETE PIPE (36 INCH) Linear Foot/Feet 1024 451.A.5 REINFORCED CONCRETE PIPE (42 INCH) Linear Foot/Feet 1070 451.A.6 REINFORCED CONCRETE PIPE ARCH (22 X 13.5 INCH) Linear Foot/Feet 19 451.A.7 REINFORCED CONCRETE PIPE ARCH (36 X 22 INCH) Linear Foot/Feet 228 451.B REINFORCED CONCRETE PIPE END SECTION (ARCH)(36 INCH X 22 INCH) Each 2 455.A.1 (4') STORM SEWER MANHOLE (0' - 6') Each 5 455.A.2 (5') STORM SEWER MANHOLE (0' - 6') Each 9 455.A.3 (6') STORM SEWER MANHOLE (0' - 6') Each 1 457.A.1 INLET (DESIGN 2-1) Each 10 457.A.2 INLET (DESIGN 2-2) Each 8 457.A.3 INLET (DESIGN 2-3) Each 3 457.A.4 INLET (DESIGN 5) Each 4 457.D.1 JUNCTION BOX (4 FT X 4 FT) Each 2 457.D.2 JUNCTION BOX (5 FT X 5 FT) Each 3 635.B BORE AND STEEL ENCASEMENT (10 INCH) Linear Foot/Feet 220 722.A TRAFFIC STRIPE (PLASTIC) (4 INCH WIDE) Linear Foot/Feet 17296.87 722.C TRAFFIC STRIPE (PLASTIC) (8 INCH WIDE) Linear Foot/Feet 655.76 722.E TRAFFIC STRIPE (PLASTIC) (24 INCH WIDE) Linear Foot/Feet 143.86 722.F TRAFFIC STRIPE (PLASTIC) (ARROWS) Each 28 801.A CONSTRUCTION STAKING (CONSTRUCTION SURVEY) Lump-Sum 1 802.A CONSTRUCTION SIGNING AND TRAFFIC CONTROL Lump-Sum 1 809.A MOBILIZATION Lump-Sum 1 811.A.1 STRUCTURE REMOVAL (RCP END SECTION) Each 13 811.A.2 STRUCTURE REMOVAL (MANHOLE) Each 1 811.A.3 STRUCTURE REMOVAL (EXISTING STRUCTURES) Each 1 811.B.1 STRUCTURE REMOVAL (STORM SEWER RCP) Linear Foot/Feet 418.53 811.B.2 STRUCTURE REMOVAL (STORM SEWER CGMP) Linear Foot/Feet 99 812.A.1 PAVEMENT REMOVAL (ASPHALT) Square Yard 4567.52 812.A.2 PAVEMENT REMOVAL (CONCRETE) Square Yard 400.87 812.B SIDEWALK REMOVAL (ALL TYPES) Square Yard 2201.47 812.C DRIVEWAY REMOVAL (ALL TYPES) Square Yard 1972.49 812.D CURB AND GUTTER REMOVAL (ALL TYPES) Linear Foot/Feet 1286.06 819.A.1 ADJUST EXISTING STRUCTURE (SIGNS) Each 3 819.A.2 ADJUST EXISTING STRUCTURE (MAILBOX) Each 7 820.A SAW CUT PAVEMENT (ALL TYPES) Linear Foot/Feet 10078.31 823.A SIDEWALK (4 INCH) Square Yard 1903 823.B DRIVEWAY (11 INCH) Square Yard 420.63 825.A TYPE I PLAIN RIPRAP Ton 10 825.B TYPE II PLAIN RIPRAP WITH FILTER BLANKET Ton 286 825.C FILTER BLANKET Ton 56 823.C CURB RAMP (8 INCH) Square Yard 32.67 823.D TACTILE WARNING DEVICE Square Foot/Feet 80 830.A PIPE RAILING Linear Foot/Feet 212 838.B TEMPORARY SILT FENCE Linear Foot/Feet 8310 838.C TEMPORARY SEDIMENT FILTER Each 34 840.A SOLID SLAB SODDING Square Yard 22606.73 SP.1 INLET (DESIGN 2-1) W/ LG JCT BOX Each 5 SP.2 INLET (DESIGN 2-2) W/ SM JCT BOX Each 5 SP.3 INLET (DESIGN 2-2) W/ LG JCT BOX Each 3 SP.4 INLET (DESIGN 2-3) W/ LG JCT BOX Each 1 SP.5 REINFORCED CONCRETE BOX WEST END SPECIAL END SECTION DETAIL Each 1 SP.6 REINFORCED CONCRETE BOX EAST END SPECIAL END SECTION DETAIL Each 1 | 200.A | UNCLASSIFIED EXCAVATION | Cubic Yard | 3690 | 201.A | EMBANKMENT | Cubic Yard | 20643 | 202.A | BORROW | Cubic Yard | 16954 | 204.A | CLEARING AND GRUBBING | Lump-Sum | 1 | 222.D | DRY PORTLAND CEMENT | Ton | 219 | 222.E | CEMENTITIOUS STABILIZED SUBGRADE | Square Yard | 24112 | 225.A | AGGREGATE BASE | Cubic Yard | 105.72 | 252.C.1 | BORING - CASING (12 INCH) | Linear Foot/Feet | 63 | 252.C.2 | BORING - CASING (24 INCH) | Linear Foot/Feet | 100 | 307.B | TACK COAT | Gallon | 2979.23 | 311.A | SUPER PAVE TYPE S3 (PG 64-22 OK) | Ton | 4062.32 | 312.A | COLD MILLING PAVEMENT | Square Yard | 15341.72 | 404.A | STRUCTURAL CONCRETE | Cubic Yard | 207 | 406.A | HIGH EARLY STRENGTH CONCRETE | Cubic Yard | 155 | 411.A | REINFORCING STEEL | Pound | 37394 | 451.A.1 | REINFORCED CONCRETE PIPE (18 INCH) | Linear Foot/Feet | 1024 | 451.A.2 | REINFORCED CONCRETE PIPE (24 INCH) | Linear Foot/Feet | 116 | 451.A.3 | REINFORCED CONCRETE PIPE (30 INCH) | Linear Foot/Feet | 2257 | 451.A.4 | REINFORCED CONCRETE PIPE (36 INCH) | Linear Foot/Feet | 1024 | 451.A.5 | REINFORCED CONCRETE PIPE (42 INCH) | Linear Foot/Feet | 1070 | 451.A.6 | REINFORCED CONCRETE PIPE ARCH (22 X 13.5 INCH) | Linear Foot/Feet | 19 | 451.A.7 | REINFORCED CONCRETE PIPE ARCH (36 X 22 INCH) | Linear Foot/Feet | 228 | 451.B | REINFORCED CONCRETE PIPE END SECTION (ARCH)(36 INCH X 22 INCH) | Each | 2 | 455.A.1 | (4') STORM SEWER MANHOLE (0' - 6') | Each | 5 | 455.A.2 | (5') STORM SEWER MANHOLE (0' - 6') | Each | 9 | 455.A.3 | (6') STORM SEWER MANHOLE (0' - 6') | Each | 1 | 457.A.1 | INLET (DESIGN 2-1) | Each | 10 | 457.A.2 | INLET (DESIGN 2-2) | Each | 8 | 457.A.3 | INLET (DESIGN 2-3) | Each | 3 | 457.A.4 | INLET (DESIGN 5) | Each | 4 | 457.D.1 | JUNCTION BOX (4 FT X 4 FT) | Each | 2 | 457.D.2 | JUNCTION BOX (5 FT X 5 FT) | Each | 3 | 635.B | BORE AND STEEL ENCASEMENT (10 INCH) | Linear Foot/Feet | 220 | 722.A | TRAFFIC STRIPE (PLASTIC) (4 INCH WIDE) | Linear Foot/Feet | 17296.87 | 722.C | TRAFFIC STRIPE (PLASTIC) (8 INCH WIDE) | Linear Foot/Feet | 655.76 | 722.E | TRAFFIC STRIPE (PLASTIC) (24 INCH WIDE) | Linear Foot/Feet | 143.86 | 722.F | TRAFFIC STRIPE (PLASTIC) (ARROWS) | Each | 28 | 801.A | CONSTRUCTION STAKING (CONSTRUCTION SURVEY) | Lump-Sum | 1 | 802.A | CONSTRUCTION SIGNING AND TRAFFIC CONTROL | Lump-Sum | 1 | 809.A | MOBILIZATION | Lump-Sum | 1 | 811.A.1 | STRUCTURE REMOVAL (RCP END SECTION) | Each | 13 | 811.A.2 | STRUCTURE REMOVAL (MANHOLE) | Each | 1 | 811.A.3 | STRUCTURE REMOVAL (EXISTING STRUCTURES) | Each | 1 | 811.B.1 | STRUCTURE REMOVAL (STORM SEWER RCP) | Linear Foot/Feet | 418.53 | 811.B.2 | STRUCTURE REMOVAL (STORM SEWER CGMP) | Linear Foot/Feet | 99 | 812.A.1 | PAVEMENT REMOVAL (ASPHALT) | Square Yard | 4567.52 | 812.A.2 | PAVEMENT REMOVAL (CONCRETE) | Square Yard | 400.87 | 812.B | SIDEWALK REMOVAL (ALL TYPES) | Square Yard | 2201.47 | 812.C | DRIVEWAY REMOVAL (ALL TYPES) | Square Yard | 1972.49 | 812.D | CURB AND GUTTER REMOVAL (ALL TYPES) | Linear Foot/Feet | 1286.06 | 819.A.1 | ADJUST EXISTING STRUCTURE (SIGNS) | Each | 3 | 819.A.2 | ADJUST EXISTING STRUCTURE (MAILBOX) | Each | 7 | 820.A | SAW CUT PAVEMENT (ALL TYPES) | Linear Foot/Feet | 10078.31 | 823.A | SIDEWALK (4 INCH) | Square Yard | 1903 | 823.B | DRIVEWAY (11 INCH) | Square Yard | 420.63 | 825.A | TYPE I PLAIN RIPRAP | Ton | 10 | 825.B | TYPE II PLAIN RIPRAP WITH FILTER BLANKET | Ton | 286 | 825.C | FILTER BLANKET | Ton | 56 | 823.C | CURB RAMP (8 INCH) | Square Yard | 32.67 | 823.D | TACTILE WARNING DEVICE | Square Foot/Feet | 80 | 830.A | PIPE RAILING | Linear Foot/Feet | 212 | 838.B | TEMPORARY SILT FENCE | Linear Foot/Feet | 8310 | 838.C | TEMPORARY SEDIMENT FILTER | Each | 34 | 840.A | SOLID SLAB SODDING | Square Yard | 22606.73 | SP.1 | INLET (DESIGN 2-1) W/ LG JCT BOX | Each | 5 | SP.2 | INLET (DESIGN 2-2) W/ SM JCT BOX | Each | 5 | SP.3 | INLET (DESIGN 2-2) W/ LG JCT BOX | Each | 3 | SP.4 | INLET (DESIGN 2-3) W/ LG JCT BOX | Each | 1 | SP.5 | REINFORCED CONCRETE BOX WEST END SPECIAL END SECTION DETAIL | Each | 1 | SP.6 | REINFORCED CONCRETE BOX EAST END SPECIAL END SECTION DETAIL | Each | 1 | | Next 3-Alternate 1 Code Description UOM Qty 307.B TACK COAT Gallon 3928.67 311.A.1 SUPERPAVE TYPE S3 (PG 70-28 OK) Ton 3352.14 311.A.2 SUPERPAVE TYPE S3 (PG 64-22 OK) Ton 2757 311.C SUPERPAVE TYPE S5 (PG 70-28 OK) Ton 3641.88 311.F RICH BOTTOM LAYER (PG 64-22 OK) Ton 4183.49 311.I RICH INTERMEDIATE LAYER (PG 64-22 OK) Ton 879.29 312.A COLD MILLING PAVEMENT Square Yard 15341.72 829.A CURB AND GUTTER Linear Foot/Feet 9507 | 307.B | TACK COAT | Gallon | 3928.67 | 311.A.1 | SUPERPAVE TYPE S3 (PG 70-28 OK) | Ton | 3352.14 | 311.A.2 | SUPERPAVE TYPE S3 (PG 64-22 OK) | Ton | 2757 | 311.C | SUPERPAVE TYPE S5 (PG 70-28 OK) | Ton | 3641.88 | 311.F | RICH BOTTOM LAYER (PG 64-22 OK) | Ton | 4183.49 | 311.I | RICH INTERMEDIATE LAYER (PG 64-22 OK) | Ton | 879.29 | 312.A | COLD MILLING PAVEMENT | Square Yard | 15341.72 | 829.A | CURB AND GUTTER | Linear Foot/Feet | 9507 | | Next 4-Alternate 2 Code Description UOM Qty 222.E CEMENTITIOUS STABILIZED SUBGRADE Square Yard 12557 222.D DRY PORTLAND CEMENT Ton 219 311.A SUPERPAVE TYPE S3 (PG 64-22 OK) Ton 2473.25 314.B DOWEL JOINTED P.C.C. PAVT. (PLACEMENT) Square Yard 31734.53 812.A PAVEMENT REMOVAL (ASPHALT) Square Yard 15364.2 820.A SAW CUT PAVEMENT (ALL TYPES) Linear Foot/Feet 8771.14 829.B INTEGRAL CURB Linear Foot/Feet 9507 | 222.E | CEMENTITIOUS STABILIZED SUBGRADE | Square Yard | 12557 | 222.D | DRY PORTLAND CEMENT | Ton | 219 | 311.A | SUPERPAVE TYPE S3 (PG 64-22 OK) | Ton | 2473.25 | 314.B | DOWEL JOINTED P.C.C. PAVT. (PLACEMENT) | Square Yard | 31734.53 | 812.A | PAVEMENT REMOVAL (ASPHALT) | Square Yard | 15364.2 | 820.A | SAW CUT PAVEMENT (ALL TYPES) | Linear Foot/Feet | 8771.14 | 829.B | INTEGRAL CURB | Linear Foot/Feet | 9507 | | Next 2-WC-1078 Base Bid Code Description UOM Qty 501.A.1 (6")(DIP) WATERLINE PIPE (NOM WALL THICK 0.28) Linear Foot/Feet 77 501.A.2 (12")(DIP) WATERLINE PIPE (NOM WALL THICK 0.34) Linear Foot/Feet 162 501.A.3 (16")(DIP) WATERLINE PIPE (NOM WALL THICK 0.37) Linear Foot/Feet 59 501.C.1 FITTINGS (6" SOLID SLEEVE (MJ)) Each 2 501.C.2 FITTINGS (16" SOLID SLEEVE (MJ)) Each 2 501.C.3 FITTINGS (6" X 22.5 DEGREE BEND (MJ)) Each 4 501.C.4 FITTINGS (12" X 45 DEGREE BEND (MJ)) Each 3 501.C.5 FITTINGS (12" X 90 DEGREE BEND (MJ)) Each 1 501.C.6 FITTINGS (16" X 22.5 DEGREE BEND (MJ)) Each 4 503.C SINGLE LONG SERVICE (2") Each 3 505.A.1 TAP (12" X 12") Each 1 505.A.2 TAP (16" X 12") Each 1 513.A HYDROSTATIC PRESSURE TESTING AND DISINFECTION Lump-Sum 1 518.A.1 STEEL CASING PIPE (12") Linear Foot/Feet 63 518.A.2 STEEL CASING PIPE (24") Linear Foot/Feet 100 518.A.3 STEEL CASING PIPE (36") Linear Foot/Feet 40 SP.1 GPS AS-BUILT SURVEY Lump-Sum 1 | 501.A.1 | (6")(DIP) WATERLINE PIPE (NOM WALL THICK 0.28) | Linear Foot/Feet | 77 | 501.A.2 | (12")(DIP) WATERLINE PIPE (NOM WALL THICK 0.34) | Linear Foot/Feet | 162 | 501.A.3 | (16")(DIP) WATERLINE PIPE (NOM WALL THICK 0.37) | Linear Foot/Feet | 59 | 501.C.1 | FITTINGS (6" SOLID SLEEVE (MJ)) | Each | 2 | 501.C.2 | FITTINGS (16" SOLID SLEEVE (MJ)) | Each | 2 | 501.C.3 | FITTINGS (6" X 22.5 DEGREE BEND (MJ)) | Each | 4 | 501.C.4 | FITTINGS (12" X 45 DEGREE BEND (MJ)) | Each | 3 | 501.C.5 | FITTINGS (12" X 90 DEGREE BEND (MJ)) | Each | 1 | 501.C.6 | FITTINGS (16" X 22.5 DEGREE BEND (MJ)) | Each | 4 | 503.C | SINGLE LONG SERVICE (2") | Each | 3 | 505.A.1 | TAP (12" X 12") | Each | 1 | 505.A.2 | TAP (16" X 12") | Each | 1 | 513.A | HYDROSTATIC PRESSURE TESTING AND DISINFECTION | Lump-Sum | 1 | 518.A.1 | STEEL CASING PIPE (12") | Linear Foot/Feet | 63 | 518.A.2 | STEEL CASING PIPE (24") | Linear Foot/Feet | 100 | 518.A.3 | STEEL CASING PIPE (36") | Linear Foot/Feet | 40 | SP.1 | GPS AS-BUILT SURVEY | Lump-Sum | 1 | | Next 5-WC-1077 Base Bid Code Description UOM Qty 501.A.1 (16")(DIP) WATERLINE PIPE (NOM WALL THICK 0.37) Linear Foot/Feet 885 501.C.1 FITTINGS (16" SOLID SLEEVE (MJ)) Each 2 501.C.2 FITTINGS (16" X 22.5 DEGREE BEND (MJ)) Each 4 513.A HYDROSTATIC PRESSURE TESTING AND DISINFECTION Lump-Sum 1 809.A MOBILIZATION Lump-Sum 1 SP.1 GPS AS-BUILT SURVEY Lump-Sum 1 | 501.A.1 | (16")(DIP) WATERLINE PIPE (NOM WALL THICK 0.37) | Linear Foot/Feet | 885 | 501.C.1 | FITTINGS (16" SOLID SLEEVE (MJ)) | Each | 2 | 501.C.2 | FITTINGS (16" X 22.5 DEGREE BEND (MJ)) | Each | 4 | 513.A | HYDROSTATIC PRESSURE TESTING AND DISINFECTION | Lump-Sum | 1 | 809.A | MOBILIZATION | Lump-Sum | 1 | SP.1 | GPS AS-BUILT SURVEY | Lump-Sum | 1 | | | | Next 1-PC-0760 Base Bid Code Description UOM Qty 200.A UNCLASSIFIED EXCAVATION Cubic Yard 3690 201.A EMBANKMENT Cubic Yard 20643 202.A BORROW Cubic Yard 16954 204.A CLEARING AND GRUBBING Lump-Sum 1 222.D DRY PORTLAND CEMENT Ton 219 222.E CEMENTITIOUS STABILIZED SUBGRADE Square Yard 24112 225.A AGGREGATE BASE Cubic Yard 105.72 252.C.1 BORING - CASING (12 INCH) Linear Foot/Feet 63 252.C.2 BORING - CASING (24 INCH) Linear Foot/Feet 100 307.B TACK COAT Gallon 2979.23 311.A SUPER PAVE TYPE S3 (PG 64-22 OK) Ton 4062.32 312.A COLD MILLING PAVEMENT Square Yard 15341.72 404.A STRUCTURAL CONCRETE Cubic Yard 207 406.A HIGH EARLY STRENGTH CONCRETE Cubic Yard 155 411.A REINFORCING STEEL Pound 37394 451.A.1 REINFORCED CONCRETE PIPE (18 INCH) Linear Foot/Feet 1024 451.A.2 REINFORCED CONCRETE PIPE (24 INCH) Linear Foot/Feet 116 451.A.3 REINFORCED CONCRETE PIPE (30 INCH) Linear Foot/Feet 2257 451.A.4 REINFORCED CONCRETE PIPE (36 INCH) Linear Foot/Feet 1024 451.A.5 REINFORCED CONCRETE PIPE (42 INCH) Linear Foot/Feet 1070 451.A.6 REINFORCED CONCRETE PIPE ARCH (22 X 13.5 INCH) Linear Foot/Feet 19 451.A.7 REINFORCED CONCRETE PIPE ARCH (36 X 22 INCH) Linear Foot/Feet 228 451.B REINFORCED CONCRETE PIPE END SECTION (ARCH)(36 INCH X 22 INCH) Each 2 455.A.1 (4') STORM SEWER MANHOLE (0' - 6') Each 5 455.A.2 (5') STORM SEWER MANHOLE (0' - 6') Each 9 455.A.3 (6') STORM SEWER MANHOLE (0' - 6') Each 1 457.A.1 INLET (DESIGN 2-1) Each 10 457.A.2 INLET (DESIGN 2-2) Each 8 457.A.3 INLET (DESIGN 2-3) Each 3 457.A.4 INLET (DESIGN 5) Each 4 457.D.1 JUNCTION BOX (4 FT X 4 FT) Each 2 457.D.2 JUNCTION BOX (5 FT X 5 FT) Each 3 635.B BORE AND STEEL ENCASEMENT (10 INCH) Linear Foot/Feet 220 722.A TRAFFIC STRIPE (PLASTIC) (4 INCH WIDE) Linear Foot/Feet 17296.87 722.C TRAFFIC STRIPE (PLASTIC) (8 INCH WIDE) Linear Foot/Feet 655.76 722.E TRAFFIC STRIPE (PLASTIC) (24 INCH WIDE) Linear Foot/Feet 143.86 722.F TRAFFIC STRIPE (PLASTIC) (ARROWS) Each 28 801.A CONSTRUCTION STAKING (CONSTRUCTION SURVEY) Lump-Sum 1 802.A CONSTRUCTION SIGNING AND TRAFFIC CONTROL Lump-Sum 1 809.A MOBILIZATION Lump-Sum 1 811.A.1 STRUCTURE REMOVAL (RCP END SECTION) Each 13 811.A.2 STRUCTURE REMOVAL (MANHOLE) Each 1 811.A.3 STRUCTURE REMOVAL (EXISTING STRUCTURES) Each 1 811.B.1 STRUCTURE REMOVAL (STORM SEWER RCP) Linear Foot/Feet 418.53 811.B.2 STRUCTURE REMOVAL (STORM SEWER CGMP) Linear Foot/Feet 99 812.A.1 PAVEMENT REMOVAL (ASPHALT) Square Yard 4567.52 812.A.2 PAVEMENT REMOVAL (CONCRETE) Square Yard 400.87 812.B SIDEWALK REMOVAL (ALL TYPES) Square Yard 2201.47 812.C DRIVEWAY REMOVAL (ALL TYPES) Square Yard 1972.49 812.D CURB AND GUTTER REMOVAL (ALL TYPES) Linear Foot/Feet 1286.06 819.A.1 ADJUST EXISTING STRUCTURE (SIGNS) Each 3 819.A.2 ADJUST EXISTING STRUCTURE (MAILBOX) Each 7 820.A SAW CUT PAVEMENT (ALL TYPES) Linear Foot/Feet 10078.31 823.A SIDEWALK (4 INCH) Square Yard 1903 823.B DRIVEWAY (11 INCH) Square Yard 420.63 825.A TYPE I PLAIN RIPRAP Ton 10 825.B TYPE II PLAIN RIPRAP WITH FILTER BLANKET Ton 286 825.C FILTER BLANKET Ton 56 823.C CURB RAMP (8 INCH) Square Yard 32.67 823.D TACTILE WARNING DEVICE Square Foot/Feet 80 830.A PIPE RAILING Linear Foot/Feet 212 838.B TEMPORARY SILT FENCE Linear Foot/Feet 8310 838.C TEMPORARY SEDIMENT FILTER Each 34 840.A SOLID SLAB SODDING Square Yard 22606.73 SP.1 INLET (DESIGN 2-1) W/ LG JCT BOX Each 5 SP.2 INLET (DESIGN 2-2) W/ SM JCT BOX Each 5 SP.3 INLET (DESIGN 2-2) W/ LG JCT BOX Each 3 SP.4 INLET (DESIGN 2-3) W/ LG JCT BOX Each 1 SP.5 REINFORCED CONCRETE BOX WEST END SPECIAL END SECTION DETAIL Each 1 SP.6 REINFORCED CONCRETE BOX EAST END SPECIAL END SECTION DETAIL Each 1 | Code Description UOM Qty | 200.A UNCLASSIFIED EXCAVATION Cubic Yard 3690 201.A EMBANKMENT Cubic Yard 20643 202.A BORROW Cubic Yard 16954 204.A CLEARING AND GRUBBING Lump-Sum 1 222.D DRY PORTLAND CEMENT Ton 219 222.E CEMENTITIOUS STABILIZED SUBGRADE Square Yard 24112 225.A AGGREGATE BASE Cubic Yard 105.72 252.C.1 BORING - CASING (12 INCH) Linear Foot/Feet 63 252.C.2 BORING - CASING (24 INCH) Linear Foot/Feet 100 307.B TACK COAT Gallon 2979.23 311.A SUPER PAVE TYPE S3 (PG 64-22 OK) Ton 4062.32 312.A COLD MILLING PAVEMENT Square Yard 15341.72 404.A STRUCTURAL CONCRETE Cubic Yard 207 406.A HIGH EARLY STRENGTH CONCRETE Cubic Yard 155 411.A REINFORCING STEEL Pound 37394 451.A.1 REINFORCED CONCRETE PIPE (18 INCH) Linear Foot/Feet 1024 451.A.2 REINFORCED CONCRETE PIPE (24 INCH) Linear Foot/Feet 116 451.A.3 REINFORCED CONCRETE PIPE (30 INCH) Linear Foot/Feet 2257 451.A.4 REINFORCED CONCRETE PIPE (36 INCH) Linear Foot/Feet 1024 451.A.5 REINFORCED CONCRETE PIPE (42 INCH) Linear Foot/Feet 1070 451.A.6 REINFORCED CONCRETE PIPE ARCH (22 X 13.5 INCH) Linear Foot/Feet 19 451.A.7 REINFORCED CONCRETE PIPE ARCH (36 X 22 INCH) Linear Foot/Feet 228 451.B REINFORCED CONCRETE PIPE END SECTION (ARCH)(36 INCH X 22 INCH) Each 2 455.A.1 (4') STORM SEWER MANHOLE (0' - 6') Each 5 455.A.2 (5') STORM SEWER MANHOLE (0' - 6') Each 9 455.A.3 (6') STORM SEWER MANHOLE (0' - 6') Each 1 457.A.1 INLET (DESIGN 2-1) Each 10 457.A.2 INLET (DESIGN 2-2) Each 8 457.A.3 INLET (DESIGN 2-3) Each 3 457.A.4 INLET (DESIGN 5) Each 4 457.D.1 JUNCTION BOX (4 FT X 4 FT) Each 2 457.D.2 JUNCTION BOX (5 FT X 5 FT) Each 3 635.B BORE AND STEEL ENCASEMENT (10 INCH) Linear Foot/Feet 220 722.A TRAFFIC STRIPE (PLASTIC) (4 INCH WIDE) Linear Foot/Feet 17296.87 722.C TRAFFIC STRIPE (PLASTIC) (8 INCH WIDE) Linear Foot/Feet 655.76 722.E TRAFFIC STRIPE (PLASTIC) (24 INCH WIDE) Linear Foot/Feet 143.86 722.F TRAFFIC STRIPE (PLASTIC) (ARROWS) Each 28 801.A CONSTRUCTION STAKING (CONSTRUCTION SURVEY) Lump-Sum 1 802.A CONSTRUCTION SIGNING AND TRAFFIC CONTROL Lump-Sum 1 809.A MOBILIZATION Lump-Sum 1 811.A.1 STRUCTURE REMOVAL (RCP END SECTION) Each 13 811.A.2 STRUCTURE REMOVAL (MANHOLE) Each 1 811.A.3 STRUCTURE REMOVAL (EXISTING STRUCTURES) Each 1 811.B.1 STRUCTURE REMOVAL (STORM SEWER RCP) Linear Foot/Feet 418.53 811.B.2 STRUCTURE REMOVAL (STORM SEWER CGMP) Linear Foot/Feet 99 812.A.1 PAVEMENT REMOVAL (ASPHALT) Square Yard 4567.52 812.A.2 PAVEMENT REMOVAL (CONCRETE) Square Yard 400.87 812.B SIDEWALK REMOVAL (ALL TYPES) Square Yard 2201.47 812.C DRIVEWAY REMOVAL (ALL TYPES) Square Yard 1972.49 812.D CURB AND GUTTER REMOVAL (ALL TYPES) Linear Foot/Feet 1286.06 819.A.1 ADJUST EXISTING STRUCTURE (SIGNS) Each 3 819.A.2 ADJUST EXISTING STRUCTURE (MAILBOX) Each 7 820.A SAW CUT PAVEMENT (ALL TYPES) Linear Foot/Feet 10078.31 823.A SIDEWALK (4 INCH) Square Yard 1903 823.B DRIVEWAY (11 INCH) Square Yard 420.63 825.A TYPE I PLAIN RIPRAP Ton 10 825.B TYPE II PLAIN RIPRAP WITH FILTER BLANKET Ton 286 825.C FILTER BLANKET Ton 56 823.C CURB RAMP (8 INCH) Square Yard 32.67 823.D TACTILE WARNING DEVICE Square Foot/Feet 80 830.A PIPE RAILING Linear Foot/Feet 212 838.B TEMPORARY SILT FENCE Linear Foot/Feet 8310 838.C TEMPORARY SEDIMENT FILTER Each 34 840.A SOLID SLAB SODDING Square Yard 22606.73 SP.1 INLET (DESIGN 2-1) W/ LG JCT BOX Each 5 SP.2 INLET (DESIGN 2-2) W/ SM JCT BOX Each 5 SP.3 INLET (DESIGN 2-2) W/ LG JCT BOX Each 3 SP.4 INLET (DESIGN 2-3) W/ LG JCT BOX Each 1 SP.5 REINFORCED CONCRETE BOX WEST END SPECIAL END SECTION DETAIL Each 1 SP.6 REINFORCED CONCRETE BOX EAST END SPECIAL END SECTION DETAIL Each 1 | 200.A | UNCLASSIFIED EXCAVATION | Cubic Yard | 3690 | 201.A | EMBANKMENT | Cubic Yard | 20643 | 202.A | BORROW | Cubic Yard | 16954 | 204.A | CLEARING AND GRUBBING | Lump-Sum | 1 | 222.D | DRY PORTLAND CEMENT | Ton | 219 | 222.E | CEMENTITIOUS STABILIZED SUBGRADE | Square Yard | 24112 | 225.A | AGGREGATE BASE | Cubic Yard | 105.72 | 252.C.1 | BORING - CASING (12 INCH) | Linear Foot/Feet | 63 | 252.C.2 | BORING - CASING (24 INCH) | Linear Foot/Feet | 100 | 307.B | TACK COAT | Gallon | 2979.23 | 311.A | SUPER PAVE TYPE S3 (PG 64-22 OK) | Ton | 4062.32 | 312.A | COLD MILLING PAVEMENT | Square Yard | 15341.72 | 404.A | STRUCTURAL CONCRETE | Cubic Yard | 207 | 406.A | HIGH EARLY STRENGTH CONCRETE | Cubic Yard | 155 | 411.A | REINFORCING STEEL | Pound | 37394 | 451.A.1 | REINFORCED CONCRETE PIPE (18 INCH) | Linear Foot/Feet | 1024 | 451.A.2 | REINFORCED CONCRETE PIPE (24 INCH) | Linear Foot/Feet | 116 | 451.A.3 | REINFORCED CONCRETE PIPE (30 INCH) | Linear Foot/Feet | 2257 | 451.A.4 | REINFORCED CONCRETE PIPE (36 INCH) | Linear Foot/Feet | 1024 | 451.A.5 | REINFORCED CONCRETE PIPE (42 INCH) | Linear Foot/Feet | 1070 | 451.A.6 | REINFORCED CONCRETE PIPE ARCH (22 X 13.5 INCH) | Linear Foot/Feet | 19 | 451.A.7 | REINFORCED CONCRETE PIPE ARCH (36 X 22 INCH) | Linear Foot/Feet | 228 | 451.B | REINFORCED CONCRETE PIPE END SECTION (ARCH)(36 INCH X 22 INCH) | Each | 2 | 455.A.1 | (4') STORM SEWER MANHOLE (0' - 6') | Each | 5 | 455.A.2 | (5') STORM SEWER MANHOLE (0' - 6') | Each | 9 | 455.A.3 | (6') STORM SEWER MANHOLE (0' - 6') | Each | 1 | 457.A.1 | INLET (DESIGN 2-1) | Each | 10 | 457.A.2 | INLET (DESIGN 2-2) | Each | 8 | 457.A.3 | INLET (DESIGN 2-3) | Each | 3 | 457.A.4 | INLET (DESIGN 5) | Each | 4 | 457.D.1 | JUNCTION BOX (4 FT X 4 FT) | Each | 2 | 457.D.2 | JUNCTION BOX (5 FT X 5 FT) | Each | 3 | 635.B | BORE AND STEEL ENCASEMENT (10 INCH) | Linear Foot/Feet | 220 | 722.A | TRAFFIC STRIPE (PLASTIC) (4 INCH WIDE) | Linear Foot/Feet | 17296.87 | 722.C | TRAFFIC STRIPE (PLASTIC) (8 INCH WIDE) | Linear Foot/Feet | 655.76 | 722.E | TRAFFIC STRIPE (PLASTIC) (24 INCH WIDE) | Linear Foot/Feet | 143.86 | 722.F | TRAFFIC STRIPE (PLASTIC) (ARROWS) | Each | 28 | 801.A | CONSTRUCTION STAKING (CONSTRUCTION SURVEY) | Lump-Sum | 1 | 802.A | CONSTRUCTION SIGNING AND TRAFFIC CONTROL | Lump-Sum | 1 | 809.A | MOBILIZATION | Lump-Sum | 1 | 811.A.1 | STRUCTURE REMOVAL (RCP END SECTION) | Each | 13 | 811.A.2 | STRUCTURE REMOVAL (MANHOLE) | Each | 1 | 811.A.3 | STRUCTURE REMOVAL (EXISTING STRUCTURES) | Each | 1 | 811.B.1 | STRUCTURE REMOVAL (STORM SEWER RCP) | Linear Foot/Feet | 418.53 | 811.B.2 | STRUCTURE REMOVAL (STORM SEWER CGMP) | Linear Foot/Feet | 99 | 812.A.1 | PAVEMENT REMOVAL (ASPHALT) | Square Yard | 4567.52 | 812.A.2 | PAVEMENT REMOVAL (CONCRETE) | Square Yard | 400.87 | 812.B | SIDEWALK REMOVAL (ALL TYPES) | Square Yard | 2201.47 | 812.C | DRIVEWAY REMOVAL (ALL TYPES) | Square Yard | 1972.49 | 812.D | CURB AND GUTTER REMOVAL (ALL TYPES) | Linear Foot/Feet | 1286.06 | 819.A.1 | ADJUST EXISTING STRUCTURE (SIGNS) | Each | 3 | 819.A.2 | ADJUST EXISTING STRUCTURE (MAILBOX) | Each | 7 | 820.A | SAW CUT PAVEMENT (ALL TYPES) | Linear Foot/Feet | 10078.31 | 823.A | SIDEWALK (4 INCH) | Square Yard | 1903 | 823.B | DRIVEWAY (11 INCH) | Square Yard | 420.63 | 825.A | TYPE I PLAIN RIPRAP | Ton | 10 | 825.B | TYPE II PLAIN RIPRAP WITH FILTER BLANKET | Ton | 286 | 825.C | FILTER BLANKET | Ton | 56 | 823.C | CURB RAMP (8 INCH) | Square Yard | 32.67 | 823.D | TACTILE WARNING DEVICE | Square Foot/Feet | 80 | 830.A | PIPE RAILING | Linear Foot/Feet | 212 | 838.B | TEMPORARY SILT FENCE | Linear Foot/Feet | 8310 | 838.C | TEMPORARY SEDIMENT FILTER | Each | 34 | 840.A | SOLID SLAB SODDING | Square Yard | 22606.73 | SP.1 | INLET (DESIGN 2-1) W/ LG JCT BOX | Each | 5 | SP.2 | INLET (DESIGN 2-2) W/ SM JCT BOX | Each | 5 | SP.3 | INLET (DESIGN 2-2) W/ LG JCT BOX | Each | 3 | SP.4 | INLET (DESIGN 2-3) W/ LG JCT BOX | Each | 1 | SP.5 | REINFORCED CONCRETE BOX WEST END SPECIAL END SECTION DETAIL | Each | 1 | SP.6 | REINFORCED CONCRETE BOX EAST END SPECIAL END SECTION DETAIL | Each | 1 | | | Code Description UOM Qty | | 200.A UNCLASSIFIED EXCAVATION Cubic Yard 3690 201.A EMBANKMENT Cubic Yard 20643 202.A BORROW Cubic Yard 16954 204.A CLEARING AND GRUBBING Lump-Sum 1 222.D DRY PORTLAND CEMENT Ton 219 222.E CEMENTITIOUS STABILIZED SUBGRADE Square Yard 24112 225.A AGGREGATE BASE Cubic Yard 105.72 252.C.1 BORING - CASING (12 INCH) Linear Foot/Feet 63 252.C.2 BORING - CASING (24 INCH) Linear Foot/Feet 100 307.B TACK COAT Gallon 2979.23 311.A SUPER PAVE TYPE S3 (PG 64-22 OK) Ton 4062.32 312.A COLD MILLING PAVEMENT Square Yard 15341.72 404.A STRUCTURAL CONCRETE Cubic Yard 207 406.A HIGH EARLY STRENGTH CONCRETE Cubic Yard 155 411.A REINFORCING STEEL Pound 37394 451.A.1 REINFORCED CONCRETE PIPE (18 INCH) Linear Foot/Feet 1024 451.A.2 REINFORCED CONCRETE PIPE (24 INCH) Linear Foot/Feet 116 451.A.3 REINFORCED CONCRETE PIPE (30 INCH) Linear Foot/Feet 2257 451.A.4 REINFORCED CONCRETE PIPE (36 INCH) Linear Foot/Feet 1024 451.A.5 REINFORCED CONCRETE PIPE (42 INCH) Linear Foot/Feet 1070 451.A.6 REINFORCED CONCRETE PIPE ARCH (22 X 13.5 INCH) Linear Foot/Feet 19 451.A.7 REINFORCED CONCRETE PIPE ARCH (36 X 22 INCH) Linear Foot/Feet 228 451.B REINFORCED CONCRETE PIPE END SECTION (ARCH)(36 INCH X 22 INCH) Each 2 455.A.1 (4') STORM SEWER MANHOLE (0' - 6') Each 5 455.A.2 (5') STORM SEWER MANHOLE (0' - 6') Each 9 455.A.3 (6') STORM SEWER MANHOLE (0' - 6') Each 1 457.A.1 INLET (DESIGN 2-1) Each 10 457.A.2 INLET (DESIGN 2-2) Each 8 457.A.3 INLET (DESIGN 2-3) Each 3 457.A.4 INLET (DESIGN 5) Each 4 457.D.1 JUNCTION BOX (4 FT X 4 FT) Each 2 457.D.2 JUNCTION BOX (5 FT X 5 FT) Each 3 635.B BORE AND STEEL ENCASEMENT (10 INCH) Linear Foot/Feet 220 722.A TRAFFIC STRIPE (PLASTIC) (4 INCH WIDE) Linear Foot/Feet 17296.87 722.C TRAFFIC STRIPE (PLASTIC) (8 INCH WIDE) Linear Foot/Feet 655.76 722.E TRAFFIC STRIPE (PLASTIC) (24 INCH WIDE) Linear Foot/Feet 143.86 722.F TRAFFIC STRIPE (PLASTIC) (ARROWS) Each 28 801.A CONSTRUCTION STAKING (CONSTRUCTION SURVEY) Lump-Sum 1 802.A CONSTRUCTION SIGNING AND TRAFFIC CONTROL Lump-Sum 1 809.A MOBILIZATION Lump-Sum 1 811.A.1 STRUCTURE REMOVAL (RCP END SECTION) Each 13 811.A.2 STRUCTURE REMOVAL (MANHOLE) Each 1 811.A.3 STRUCTURE REMOVAL (EXISTING STRUCTURES) Each 1 811.B.1 STRUCTURE REMOVAL (STORM SEWER RCP) Linear Foot/Feet 418.53 811.B.2 STRUCTURE REMOVAL (STORM SEWER CGMP) Linear Foot/Feet 99 812.A.1 PAVEMENT REMOVAL (ASPHALT) Square Yard 4567.52 812.A.2 PAVEMENT REMOVAL (CONCRETE) Square Yard 400.87 812.B SIDEWALK REMOVAL (ALL TYPES) Square Yard 2201.47 812.C DRIVEWAY REMOVAL (ALL TYPES) Square Yard 1972.49 812.D CURB AND GUTTER REMOVAL (ALL TYPES) Linear Foot/Feet 1286.06 819.A.1 ADJUST EXISTING STRUCTURE (SIGNS) Each 3 819.A.2 ADJUST EXISTING STRUCTURE (MAILBOX) Each 7 820.A SAW CUT PAVEMENT (ALL TYPES) Linear Foot/Feet 10078.31 823.A SIDEWALK (4 INCH) Square Yard 1903 823.B DRIVEWAY (11 INCH) Square Yard 420.63 825.A TYPE I PLAIN RIPRAP Ton 10 825.B TYPE II PLAIN RIPRAP WITH FILTER BLANKET Ton 286 825.C FILTER BLANKET Ton 56 823.C CURB RAMP (8 INCH) Square Yard 32.67 823.D TACTILE WARNING DEVICE Square Foot/Feet 80 830.A PIPE RAILING Linear Foot/Feet 212 838.B TEMPORARY SILT FENCE Linear Foot/Feet 8310 838.C TEMPORARY SEDIMENT FILTER Each 34 840.A SOLID SLAB SODDING Square Yard 22606.73 SP.1 INLET (DESIGN 2-1) W/ LG JCT BOX Each 5 SP.2 INLET (DESIGN 2-2) W/ SM JCT BOX Each 5 SP.3 INLET (DESIGN 2-2) W/ LG JCT BOX Each 3 SP.4 INLET (DESIGN 2-3) W/ LG JCT BOX Each 1 SP.5 REINFORCED CONCRETE BOX WEST END SPECIAL END SECTION DETAIL Each 1 SP.6 REINFORCED CONCRETE BOX EAST END SPECIAL END SECTION DETAIL Each 1 | 200.A | UNCLASSIFIED EXCAVATION | Cubic Yard | 3690 | 201.A | EMBANKMENT | Cubic Yard | 20643 | 202.A | BORROW | Cubic Yard | 16954 | 204.A | CLEARING AND GRUBBING | Lump-Sum | 1 | 222.D | DRY PORTLAND CEMENT | Ton | 219 | 222.E | CEMENTITIOUS STABILIZED SUBGRADE | Square Yard | 24112 | 225.A | AGGREGATE BASE | Cubic Yard | 105.72 | 252.C.1 | BORING - CASING (12 INCH) | Linear Foot/Feet | 63 | 252.C.2 | BORING - CASING (24 INCH) | Linear Foot/Feet | 100 | 307.B | TACK COAT | Gallon | 2979.23 | 311.A | SUPER PAVE TYPE S3 (PG 64-22 OK) | Ton | 4062.32 | 312.A | COLD MILLING PAVEMENT | Square Yard | 15341.72 | 404.A | STRUCTURAL CONCRETE | Cubic Yard | 207 | 406.A | HIGH EARLY STRENGTH CONCRETE | Cubic Yard | 155 | 411.A | REINFORCING STEEL | Pound | 37394 | 451.A.1 | REINFORCED CONCRETE PIPE (18 INCH) | Linear Foot/Feet | 1024 | 451.A.2 | REINFORCED CONCRETE PIPE (24 INCH) | Linear Foot/Feet | 116 | 451.A.3 | REINFORCED CONCRETE PIPE (30 INCH) | Linear Foot/Feet | 2257 | 451.A.4 | REINFORCED CONCRETE PIPE (36 INCH) | Linear Foot/Feet | 1024 | 451.A.5 | REINFORCED CONCRETE PIPE (42 INCH) | Linear Foot/Feet | 1070 | 451.A.6 | REINFORCED CONCRETE PIPE ARCH (22 X 13.5 INCH) | Linear Foot/Feet | 19 | 451.A.7 | REINFORCED CONCRETE PIPE ARCH (36 X 22 INCH) | Linear Foot/Feet | 228 | 451.B | REINFORCED CONCRETE PIPE END SECTION (ARCH)(36 INCH X 22 INCH) | Each | 2 | 455.A.1 | (4') STORM SEWER MANHOLE (0' - 6') | Each | 5 | 455.A.2 | (5') STORM SEWER MANHOLE (0' - 6') | Each | 9 | 455.A.3 | (6') STORM SEWER MANHOLE (0' - 6') | Each | 1 | 457.A.1 | INLET (DESIGN 2-1) | Each | 10 | 457.A.2 | INLET (DESIGN 2-2) | Each | 8 | 457.A.3 | INLET (DESIGN 2-3) | Each | 3 | 457.A.4 | INLET (DESIGN 5) | Each | 4 | 457.D.1 | JUNCTION BOX (4 FT X 4 FT) | Each | 2 | 457.D.2 | JUNCTION BOX (5 FT X 5 FT) | Each | 3 | 635.B | BORE AND STEEL ENCASEMENT (10 INCH) | Linear Foot/Feet | 220 | 722.A | TRAFFIC STRIPE (PLASTIC) (4 INCH WIDE) | Linear Foot/Feet | 17296.87 | 722.C | TRAFFIC STRIPE (PLASTIC) (8 INCH WIDE) | Linear Foot/Feet | 655.76 | 722.E | TRAFFIC STRIPE (PLASTIC) (24 INCH WIDE) | Linear Foot/Feet | 143.86 | 722.F | TRAFFIC STRIPE (PLASTIC) (ARROWS) | Each | 28 | 801.A | CONSTRUCTION STAKING (CONSTRUCTION SURVEY) | Lump-Sum | 1 | 802.A | CONSTRUCTION SIGNING AND TRAFFIC CONTROL | Lump-Sum | 1 | 809.A | MOBILIZATION | Lump-Sum | 1 | 811.A.1 | STRUCTURE REMOVAL (RCP END SECTION) | Each | 13 | 811.A.2 | STRUCTURE REMOVAL (MANHOLE) | Each | 1 | 811.A.3 | STRUCTURE REMOVAL (EXISTING STRUCTURES) | Each | 1 | 811.B.1 | STRUCTURE REMOVAL (STORM SEWER RCP) | Linear Foot/Feet | 418.53 | 811.B.2 | STRUCTURE REMOVAL (STORM SEWER CGMP) | Linear Foot/Feet | 99 | 812.A.1 | PAVEMENT REMOVAL (ASPHALT) | Square Yard | 4567.52 | 812.A.2 | PAVEMENT REMOVAL (CONCRETE) | Square Yard | 400.87 | 812.B | SIDEWALK REMOVAL (ALL TYPES) | Square Yard | 2201.47 | 812.C | DRIVEWAY REMOVAL (ALL TYPES) | Square Yard | 1972.49 | 812.D | CURB AND GUTTER REMOVAL (ALL TYPES) | Linear Foot/Feet | 1286.06 | 819.A.1 | ADJUST EXISTING STRUCTURE (SIGNS) | Each | 3 | 819.A.2 | ADJUST EXISTING STRUCTURE (MAILBOX) | Each | 7 | 820.A | SAW CUT PAVEMENT (ALL TYPES) | Linear Foot/Feet | 10078.31 | 823.A | SIDEWALK (4 INCH) | Square Yard | 1903 | 823.B | DRIVEWAY (11 INCH) | Square Yard | 420.63 | 825.A | TYPE I PLAIN RIPRAP | Ton | 10 | 825.B | TYPE II PLAIN RIPRAP WITH FILTER BLANKET | Ton | 286 | 825.C | FILTER BLANKET | Ton | 56 | 823.C | CURB RAMP (8 INCH) | Square Yard | 32.67 | 823.D | TACTILE WARNING DEVICE | Square Foot/Feet | 80 | 830.A | PIPE RAILING | Linear Foot/Feet | 212 | 838.B | TEMPORARY SILT FENCE | Linear Foot/Feet | 8310 | 838.C | TEMPORARY SEDIMENT FILTER | Each | 34 | 840.A | SOLID SLAB SODDING | Square Yard | 22606.73 | SP.1 | INLET (DESIGN 2-1) W/ LG JCT BOX | Each | 5 | SP.2 | INLET (DESIGN 2-2) W/ SM JCT BOX | Each | 5 | SP.3 | INLET (DESIGN 2-2) W/ LG JCT BOX | Each | 3 | SP.4 | INLET (DESIGN 2-3) W/ LG JCT BOX | Each | 1 | SP.5 | REINFORCED CONCRETE BOX WEST END SPECIAL END SECTION DETAIL | Each | 1 | SP.6 | REINFORCED CONCRETE BOX EAST END SPECIAL END SECTION DETAIL | Each | 1 | | | 200.A | UNCLASSIFIED EXCAVATION | Cubic Yard | 3690 | | 201.A | EMBANKMENT | Cubic Yard | 20643 | | 202.A | BORROW | Cubic Yard | 16954 | | 204.A | CLEARING AND GRUBBING | Lump-Sum | 1 | | 222.D | DRY PORTLAND CEMENT | Ton | 219 | | 222.E | CEMENTITIOUS STABILIZED SUBGRADE | Square Yard | 24112 | | 225.A | AGGREGATE BASE | Cubic Yard | 105.72 | | 252.C.1 | BORING - CASING (12 INCH) | Linear Foot/Feet | 63 | | 252.C.2 | BORING - CASING (24 INCH) | Linear Foot/Feet | 100 | | 307.B | TACK COAT | Gallon | 2979.23 | | 311.A | SUPER PAVE TYPE S3 (PG 64-22 OK) | Ton | 4062.32 | | 312.A | COLD MILLING PAVEMENT | Square Yard | 15341.72 | | 404.A | STRUCTURAL CONCRETE | Cubic Yard | 207 | | 406.A | HIGH EARLY STRENGTH CONCRETE | Cubic Yard | 155 | | 411.A | REINFORCING STEEL | Pound | 37394 | | 451.A.1 | REINFORCED CONCRETE PIPE (18 INCH) | Linear Foot/Feet | 1024 | | 451.A.2 | REINFORCED CONCRETE PIPE (24 INCH) | Linear Foot/Feet | 116 | | 451.A.3 | REINFORCED CONCRETE PIPE (30 INCH) | Linear Foot/Feet | 2257 | | 451.A.4 | REINFORCED CONCRETE PIPE (36 INCH) | Linear Foot/Feet | 1024 | | 451.A.5 | REINFORCED CONCRETE PIPE (42 INCH) | Linear Foot/Feet | 1070 | | 451.A.6 | REINFORCED CONCRETE PIPE ARCH (22 X 13.5 INCH) | Linear Foot/Feet | 19 | | 451.A.7 | REINFORCED CONCRETE PIPE ARCH (36 X 22 INCH) | Linear Foot/Feet | 228 | | 451.B | REINFORCED CONCRETE PIPE END SECTION (ARCH)(36 INCH X 22 INCH) | Each | 2 | | 455.A.1 | (4') STORM SEWER MANHOLE (0' - 6') | Each | 5 | | 455.A.2 | (5') STORM SEWER MANHOLE (0' - 6') | Each | 9 | | 455.A.3 | (6') STORM SEWER MANHOLE (0' - 6') | Each | 1 | | 457.A.1 | INLET (DESIGN 2-1) | Each | 10 | | 457.A.2 | INLET (DESIGN 2-2) | Each | 8 | | 457.A.3 | INLET (DESIGN 2-3) | Each | 3 | | 457.A.4 | INLET (DESIGN 5) | Each | 4 | | 457.D.1 | JUNCTION BOX (4 FT X 4 FT) | Each | 2 | | 457.D.2 | JUNCTION BOX (5 FT X 5 FT) | Each | 3 | | 635.B | BORE AND STEEL ENCASEMENT (10 INCH) | Linear Foot/Feet | 220 | | 722.A | TRAFFIC STRIPE (PLASTIC) (4 INCH WIDE) | Linear Foot/Feet | 17296.87 | | 722.C | TRAFFIC STRIPE (PLASTIC) (8 INCH WIDE) | Linear Foot/Feet | 655.76 | | 722.E | TRAFFIC STRIPE (PLASTIC) (24 INCH WIDE) | Linear Foot/Feet | 143.86 | | 722.F | TRAFFIC STRIPE (PLASTIC) (ARROWS) | Each | 28 | | 801.A | CONSTRUCTION STAKING (CONSTRUCTION SURVEY) | Lump-Sum | 1 | | 802.A | CONSTRUCTION SIGNING AND TRAFFIC CONTROL | Lump-Sum | 1 | | 809.A | MOBILIZATION | Lump-Sum | 1 | | 811.A.1 | STRUCTURE REMOVAL (RCP END SECTION) | Each | 13 | | 811.A.2 | STRUCTURE REMOVAL (MANHOLE) | Each | 1 | | 811.A.3 | STRUCTURE REMOVAL (EXISTING STRUCTURES) | Each | 1 | | 811.B.1 | STRUCTURE REMOVAL (STORM SEWER RCP) | Linear Foot/Feet | 418.53 | | 811.B.2 | STRUCTURE REMOVAL (STORM SEWER CGMP) | Linear Foot/Feet | 99 | | 812.A.1 | PAVEMENT REMOVAL (ASPHALT) | Square Yard | 4567.52 | | 812.A.2 | PAVEMENT REMOVAL (CONCRETE) | Square Yard | 400.87 | | 812.B | SIDEWALK REMOVAL (ALL TYPES) | Square Yard | 2201.47 | | 812.C | DRIVEWAY REMOVAL (ALL TYPES) | Square Yard | 1972.49 | | 812.D | CURB AND GUTTER REMOVAL (ALL TYPES) | Linear Foot/Feet | 1286.06 | | 819.A.1 | ADJUST EXISTING STRUCTURE (SIGNS) | Each | 3 | | 819.A.2 | ADJUST EXISTING STRUCTURE (MAILBOX) | Each | 7 | | 820.A | SAW CUT PAVEMENT (ALL TYPES) | Linear Foot/Feet | 10078.31 | | 823.A | SIDEWALK (4 INCH) | Square Yard | 1903 | | 823.B | DRIVEWAY (11 INCH) | Square Yard | 420.63 | | 825.A | TYPE I PLAIN RIPRAP | Ton | 10 | | 825.B | TYPE II PLAIN RIPRAP WITH FILTER BLANKET | Ton | 286 | | 825.C | FILTER BLANKET | Ton | 56 | | 823.C | CURB RAMP (8 INCH) | Square Yard | 32.67 | | 823.D | TACTILE WARNING DEVICE | Square Foot/Feet | 80 | | 830.A | PIPE RAILING | Linear Foot/Feet | 212 | | 838.B | TEMPORARY SILT FENCE | Linear Foot/Feet | 8310 | | 838.C | TEMPORARY SEDIMENT FILTER | Each | 34 | | 840.A | SOLID SLAB SODDING | Square Yard | 22606.73 | | SP.1 | INLET (DESIGN 2-1) W/ LG JCT BOX | Each | 5 | | SP.2 | INLET (DESIGN 2-2) W/ SM JCT BOX | Each | 5 | | SP.3 | INLET (DESIGN 2-2) W/ LG JCT BOX | Each | 3 | | SP.4 | INLET (DESIGN 2-3) W/ LG JCT BOX | Each | 1 | | SP.5 | REINFORCED CONCRETE BOX WEST END SPECIAL END SECTION DETAIL | Each | 1 | | SP.6 | REINFORCED CONCRETE BOX EAST END SPECIAL END SECTION DETAIL | Each | 1 | | Next 3-Alternate 1 Code Description UOM Qty 307.B TACK COAT Gallon 3928.67 311.A.1 SUPERPAVE TYPE S3 (PG 70-28 OK) Ton 3352.14 311.A.2 SUPERPAVE TYPE S3 (PG 64-22 OK) Ton 2757 311.C SUPERPAVE TYPE S5 (PG 70-28 OK) Ton 3641.88 311.F RICH BOTTOM LAYER (PG 64-22 OK) Ton 4183.49 311.I RICH INTERMEDIATE LAYER (PG 64-22 OK) Ton 879.29 312.A COLD MILLING PAVEMENT Square Yard 15341.72 829.A CURB AND GUTTER Linear Foot/Feet 9507 | 307.B | TACK COAT | Gallon | 3928.67 | 311.A.1 | SUPERPAVE TYPE S3 (PG 70-28 OK) | Ton | 3352.14 | 311.A.2 | SUPERPAVE TYPE S3 (PG 64-22 OK) | Ton | 2757 | 311.C | SUPERPAVE TYPE S5 (PG 70-28 OK) | Ton | 3641.88 | 311.F | RICH BOTTOM LAYER (PG 64-22 OK) | Ton | 4183.49 | 311.I | RICH INTERMEDIATE LAYER (PG 64-22 OK) | Ton | 879.29 | 312.A | COLD MILLING PAVEMENT | Square Yard | 15341.72 | 829.A | CURB AND GUTTER | Linear Foot/Feet | 9507 | | | 307.B | TACK COAT | Gallon | 3928.67 | | 311.A.1 | SUPERPAVE TYPE S3 (PG 70-28 OK) | Ton | 3352.14 | | 311.A.2 | SUPERPAVE TYPE S3 (PG 64-22 OK) | Ton | 2757 | | 311.C | SUPERPAVE TYPE S5 (PG 70-28 OK) | Ton | 3641.88 | | 311.F | RICH BOTTOM LAYER (PG 64-22 OK) | Ton | 4183.49 | | 311.I | RICH INTERMEDIATE LAYER (PG 64-22 OK) | Ton | 879.29 | | 312.A | COLD MILLING PAVEMENT | Square Yard | 15341.72 | | 829.A | CURB AND GUTTER | Linear Foot/Feet | 9507 | | Next 4-Alternate 2 Code Description UOM Qty 222.E CEMENTITIOUS STABILIZED SUBGRADE Square Yard 12557 222.D DRY PORTLAND CEMENT Ton 219 311.A SUPERPAVE TYPE S3 (PG 64-22 OK) Ton 2473.25 314.B DOWEL JOINTED P.C.C. PAVT. (PLACEMENT) Square Yard 31734.53 812.A PAVEMENT REMOVAL (ASPHALT) Square Yard 15364.2 820.A SAW CUT PAVEMENT (ALL TYPES) Linear Foot/Feet 8771.14 829.B INTEGRAL CURB Linear Foot/Feet 9507 | 222.E | CEMENTITIOUS STABILIZED SUBGRADE | Square Yard | 12557 | 222.D | DRY PORTLAND CEMENT | Ton | 219 | 311.A | SUPERPAVE TYPE S3 (PG 64-22 OK) | Ton | 2473.25 | 314.B | DOWEL JOINTED P.C.C. PAVT. (PLACEMENT) | Square Yard | 31734.53 | 812.A | PAVEMENT REMOVAL (ASPHALT) | Square Yard | 15364.2 | 820.A | SAW CUT PAVEMENT (ALL TYPES) | Linear Foot/Feet | 8771.14 | 829.B | INTEGRAL CURB | Linear Foot/Feet | 9507 | | | 222.E | CEMENTITIOUS STABILIZED SUBGRADE | Square Yard | 12557 | | 222.D | DRY PORTLAND CEMENT | Ton | 219 | | 311.A | SUPERPAVE TYPE S3 (PG 64-22 OK) | Ton | 2473.25 | | 314.B | DOWEL JOINTED P.C.C. PAVT. (PLACEMENT) | Square Yard | 31734.53 | | 812.A | PAVEMENT REMOVAL (ASPHALT) | Square Yard | 15364.2 | | 820.A | SAW CUT PAVEMENT (ALL TYPES) | Linear Foot/Feet | 8771.14 | | 829.B | INTEGRAL CURB | Linear Foot/Feet | 9507 | | Next 2-WC-1078 Base Bid Code Description UOM Qty 501.A.1 (6")(DIP) WATERLINE PIPE (NOM WALL THICK 0.28) Linear Foot/Feet 77 501.A.2 (12")(DIP) WATERLINE PIPE (NOM WALL THICK 0.34) Linear Foot/Feet 162 501.A.3 (16")(DIP) WATERLINE PIPE (NOM WALL THICK 0.37) Linear Foot/Feet 59 501.C.1 FITTINGS (6" SOLID SLEEVE (MJ)) Each 2 501.C.2 FITTINGS (16" SOLID SLEEVE (MJ)) Each 2 501.C.3 FITTINGS (6" X 22.5 DEGREE BEND (MJ)) Each 4 501.C.4 FITTINGS (12" X 45 DEGREE BEND (MJ)) Each 3 501.C.5 FITTINGS (12" X 90 DEGREE BEND (MJ)) Each 1 501.C.6 FITTINGS (16" X 22.5 DEGREE BEND (MJ)) Each 4 503.C SINGLE LONG SERVICE (2") Each 3 505.A.1 TAP (12" X 12") Each 1 505.A.2 TAP (16" X 12") Each 1 513.A HYDROSTATIC PRESSURE TESTING AND DISINFECTION Lump-Sum 1 518.A.1 STEEL CASING PIPE (12") Linear Foot/Feet 63 518.A.2 STEEL CASING PIPE (24") Linear Foot/Feet 100 518.A.3 STEEL CASING PIPE (36") Linear Foot/Feet 40 SP.1 GPS AS-BUILT SURVEY Lump-Sum 1 | 501.A.1 | (6")(DIP) WATERLINE PIPE (NOM WALL THICK 0.28) | Linear Foot/Feet | 77 | 501.A.2 | (12")(DIP) WATERLINE PIPE (NOM WALL THICK 0.34) | Linear Foot/Feet | 162 | 501.A.3 | (16")(DIP) WATERLINE PIPE (NOM WALL THICK 0.37) | Linear Foot/Feet | 59 | 501.C.1 | FITTINGS (6" SOLID SLEEVE (MJ)) | Each | 2 | 501.C.2 | FITTINGS (16" SOLID SLEEVE (MJ)) | Each | 2 | 501.C.3 | FITTINGS (6" X 22.5 DEGREE BEND (MJ)) | Each | 4 | 501.C.4 | FITTINGS (12" X 45 DEGREE BEND (MJ)) | Each | 3 | 501.C.5 | FITTINGS (12" X 90 DEGREE BEND (MJ)) | Each | 1 | 501.C.6 | FITTINGS (16" X 22.5 DEGREE BEND (MJ)) | Each | 4 | 503.C | SINGLE LONG SERVICE (2") | Each | 3 | 505.A.1 | TAP (12" X 12") | Each | 1 | 505.A.2 | TAP (16" X 12") | Each | 1 | 513.A | HYDROSTATIC PRESSURE TESTING AND DISINFECTION | Lump-Sum | 1 | 518.A.1 | STEEL CASING PIPE (12") | Linear Foot/Feet | 63 | 518.A.2 | STEEL CASING PIPE (24") | Linear Foot/Feet | 100 | 518.A.3 | STEEL CASING PIPE (36") | Linear Foot/Feet | 40 | SP.1 | GPS AS-BUILT SURVEY | Lump-Sum | 1 | | | 501.A.1 | (6")(DIP) WATERLINE PIPE (NOM WALL THICK 0.28) | Linear Foot/Feet | 77 | | 501.A.2 | (12")(DIP) WATERLINE PIPE (NOM WALL THICK 0.34) | Linear Foot/Feet | 162 | | 501.A.3 | (16")(DIP) WATERLINE PIPE (NOM WALL THICK 0.37) | Linear Foot/Feet | 59 | | 501.C.1 | FITTINGS (6" SOLID SLEEVE (MJ)) | Each | 2 | | 501.C.2 | FITTINGS (16" SOLID SLEEVE (MJ)) | Each | 2 | | 501.C.3 | FITTINGS (6" X 22.5 DEGREE BEND (MJ)) | Each | 4 | | 501.C.4 | FITTINGS (12" X 45 DEGREE BEND (MJ)) | Each | 3 | | 501.C.5 | FITTINGS (12" X 90 DEGREE BEND (MJ)) | Each | 1 | | 501.C.6 | FITTINGS (16" X 22.5 DEGREE BEND (MJ)) | Each | 4 | | 503.C | SINGLE LONG SERVICE (2") | Each | 3 | | 505.A.1 | TAP (12" X 12") | Each | 1 | | 505.A.2 | TAP (16" X 12") | Each | 1 | | 513.A | HYDROSTATIC PRESSURE TESTING AND DISINFECTION | Lump-Sum | 1 | | 518.A.1 | STEEL CASING PIPE (12") | Linear Foot/Feet | 63 | | 518.A.2 | STEEL CASING PIPE (24") | Linear Foot/Feet | 100 | | 518.A.3 | STEEL CASING PIPE (36") | Linear Foot/Feet | 40 | | SP.1 | GPS AS-BUILT SURVEY | Lump-Sum | 1 | | Next 5-WC-1077 Base Bid Code Description UOM Qty 501.A.1 (16")(DIP) WATERLINE PIPE (NOM WALL THICK 0.37) Linear Foot/Feet 885 501.C.1 FITTINGS (16" SOLID SLEEVE (MJ)) Each 2 501.C.2 FITTINGS (16" X 22.5 DEGREE BEND (MJ)) Each 4 513.A HYDROSTATIC PRESSURE TESTING AND DISINFECTION Lump-Sum 1 809.A MOBILIZATION Lump-Sum 1 SP.1 GPS AS-BUILT SURVEY Lump-Sum 1 | 501.A.1 | (16")(DIP) WATERLINE PIPE (NOM WALL THICK 0.37) | Linear Foot/Feet | 885 | 501.C.1 | FITTINGS (16" SOLID SLEEVE (MJ)) | Each | 2 | 501.C.2 | FITTINGS (16" X 22.5 DEGREE BEND (MJ)) | Each | 4 | 513.A | HYDROSTATIC PRESSURE TESTING AND DISINFECTION | Lump-Sum | 1 | 809.A | MOBILIZATION | Lump-Sum | 1 | SP.1 | GPS AS-BUILT SURVEY | Lump-Sum | 1 | | | 501.A.1 | (16")(DIP) WATERLINE PIPE (NOM WALL THICK 0.37) | Linear Foot/Feet | 885 | | 501.C.1 | FITTINGS (16" SOLID SLEEVE (MJ)) | Each | 2 | | 501.C.2 | FITTINGS (16" X 22.5 DEGREE BEND (MJ)) | Each | 4 | | 513.A | HYDROSTATIC PRESSURE TESTING AND DISINFECTION | Lump-Sum | 1 | | 809.A | MOBILIZATION | Lump-Sum | 1 | | SP.1 | GPS AS-BUILT SURVEY | Lump-Sum | 1 | **Line Items**: | Code | Description | UOM | Qty | Code | Description | UOM | Qty | Code | Description | UOM | Qty | Code | Description | UOM | Qty | Code | Description | UOM | Qty | |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| | Next 1-PC-0760 Base Bid Code Description UOM Qty 200.A UNCLASSIFIED EXCAVATION Cubic Yard 3690 201.A EMBANKMENT Cubic Yard 20643 202.A BORROW Cubic Yard 16954 204.A CLEARING AND GRUBBING Lump-Sum 1 222.D DRY PORTLAND CEMENT Ton 219 222.E CEMENTITIOUS STABILIZED SUBGRADE Square Yard 24112 225.A AGGREGATE BASE Cubic Yard 105.72 252.C.1 BORING - CASING (12 INCH) Linear Foot/Feet 63 252.C.2 BORING - CASING (24 INCH) Linear Foot/Feet 100 307.B TACK COAT Gallon 2979.23 311.A SUPER PAVE TYPE S3 (PG 64-22 OK) Ton 4062.32 312.A COLD MILLING PAVEMENT Square Yard 15341.72 404.A STRUCTURAL CONCRETE Cubic Yard 207 406.A HIGH EARLY STRENGTH CONCRETE Cubic Yard 155 411.A REINFORCING STEEL Pound 37394 451.A.1 REINFORCED CONCRETE PIPE (18 INCH) Linear Foot/Feet 1024 451.A.2 REINFORCED CONCRETE PIPE (24 INCH) Linear Foot/Feet 116 451.A.3 REINFORCED CONCRETE PIPE (30 INCH) Linear Foot/Feet 2257 451.A.4 REINFORCED CONCRETE PIPE (36 INCH) Linear Foot/Feet 1024 451.A.5 REINFORCED CONCRETE PIPE (42 INCH) Linear Foot/Feet 1070 451.A.6 REINFORCED CONCRETE PIPE ARCH (22 X 13.5 INCH) Linear Foot/Feet 19 451.A.7 REINFORCED CONCRETE PIPE ARCH (36 X 22 INCH) Linear Foot/Feet 228 451.B REINFORCED CONCRETE PIPE END SECTION (ARCH)(36 INCH X 22 INCH) Each 2 455.A.1 (4') STORM SEWER MANHOLE (0' - 6') Each 5 455.A.2 (5') STORM SEWER MANHOLE (0' - 6') Each 9 455.A.3 (6') STORM SEWER MANHOLE (0' - 6') Each 1 457.A.1 INLET (DESIGN 2-1) Each 10 457.A.2 INLET (DESIGN 2-2) Each 8 457.A.3 INLET (DESIGN 2-3) Each 3 457.A.4 INLET (DESIGN 5) Each 4 457.D.1 JUNCTION BOX (4 FT X 4 FT) Each 2 457.D.2 JUNCTION BOX (5 FT X 5 FT) Each 3 635.B BORE AND STEEL ENCASEMENT (10 INCH) Linear Foot/Feet 220 722.A TRAFFIC STRIPE (PLASTIC) (4 INCH WIDE) Linear Foot/Feet 17296.87 722.C TRAFFIC STRIPE (PLASTIC) (8 INCH WIDE) Linear Foot/Feet 655.76 722.E TRAFFIC STRIPE (PLASTIC) (24 INCH WIDE) Linear Foot/Feet 143.86 722.F TRAFFIC STRIPE (PLASTIC) (ARROWS) Each 28 801.A CONSTRUCTION STAKING (CONSTRUCTION SURVEY) Lump-Sum 1 802.A CONSTRUCTION SIGNING AND TRAFFIC CONTROL Lump-Sum 1 809.A MOBILIZATION Lump-Sum 1 811.A.1 STRUCTURE REMOVAL (RCP END SECTION) Each 13 811.A.2 STRUCTURE REMOVAL (MANHOLE) Each 1 811.A.3 STRUCTURE REMOVAL (EXISTING STRUCTURES) Each 1 811.B.1 STRUCTURE REMOVAL (STORM SEWER RCP) Linear Foot/Feet 418.53 811.B.2 STRUCTURE REMOVAL (STORM SEWER CGMP) Linear Foot/Feet 99 812.A.1 PAVEMENT REMOVAL (ASPHALT) Square Yard 4567.52 812.A.2 PAVEMENT REMOVAL (CONCRETE) Square Yard 400.87 812.B SIDEWALK REMOVAL (ALL TYPES) Square Yard 2201.47 812.C DRIVEWAY REMOVAL (ALL TYPES) Square Yard 1972.49 812.D CURB AND GUTTER REMOVAL (ALL TYPES) Linear Foot/Feet 1286.06 819.A.1 ADJUST EXISTING STRUCTURE (SIGNS) Each 3 819.A.2 ADJUST EXISTING STRUCTURE (MAILBOX) Each 7 820.A SAW CUT PAVEMENT (ALL TYPES) Linear Foot/Feet 10078.31 823.A SIDEWALK (4 INCH) Square Yard 1903 823.B DRIVEWAY (11 INCH) Square Yard 420.63 825.A TYPE I PLAIN RIPRAP Ton 10 825.B TYPE II PLAIN RIPRAP WITH FILTER BLANKET Ton 286 825.C FILTER BLANKET Ton 56 823.C CURB RAMP (8 INCH) Square Yard 32.67 823.D TACTILE WARNING DEVICE Square Foot/Feet 80 830.A PIPE RAILING Linear Foot/Feet 212 838.B TEMPORARY SILT FENCE Linear Foot/Feet 8310 838.C TEMPORARY SEDIMENT FILTER Each 34 840.A SOLID SLAB SODDING Square Yard 22606.73 SP.1 INLET (DESIGN 2-1) W/ LG JCT BOX Each 5 SP.2 INLET (DESIGN 2-2) W/ SM JCT BOX Each 5 SP.3 INLET (DESIGN 2-2) W/ LG JCT BOX Each 3 SP.4 INLET (DESIGN 2-3) W/ LG JCT BOX Each 1 SP.5 REINFORCED CONCRETE BOX WEST END SPECIAL END SECTION DETAIL Each 1 SP.6 REINFORCED CONCRETE BOX EAST END SPECIAL END SECTION DETAIL Each 1 | Code Description UOM Qty | 200.A UNCLASSIFIED EXCAVATION Cubic Yard 3690 201.A EMBANKMENT Cubic Yard 20643 202.A BORROW Cubic Yard 16954 204.A CLEARING AND GRUBBING Lump-Sum 1 222.D DRY PORTLAND CEMENT Ton 219 222.E CEMENTITIOUS STABILIZED SUBGRADE Square Yard 24112 225.A AGGREGATE BASE Cubic Yard 105.72 252.C.1 BORING - CASING (12 INCH) Linear Foot/Feet 63 252.C.2 BORING - CASING (24 INCH) Linear Foot/Feet 100 307.B TACK COAT Gallon 2979.23 311.A SUPER PAVE TYPE S3 (PG 64-22 OK) Ton 4062.32 312.A COLD MILLING PAVEMENT Square Yard 15341.72 404.A STRUCTURAL CONCRETE Cubic Yard 207 406.A HIGH EARLY STRENGTH CONCRETE Cubic Yard 155 411.A REINFORCING STEEL Pound 37394 451.A.1 REINFORCED CONCRETE PIPE (18 INCH) Linear Foot/Feet 1024 451.A.2 REINFORCED CONCRETE PIPE (24 INCH) Linear Foot/Feet 116 451.A.3 REINFORCED CONCRETE PIPE (30 INCH) Linear Foot/Feet 2257 451.A.4 REINFORCED CONCRETE PIPE (36 INCH) Linear Foot/Feet 1024 451.A.5 REINFORCED CONCRETE PIPE (42 INCH) Linear Foot/Feet 1070 451.A.6 REINFORCED CONCRETE PIPE ARCH (22 X 13.5 INCH) Linear Foot/Feet 19 451.A.7 REINFORCED CONCRETE PIPE ARCH (36 X 22 INCH) Linear Foot/Feet 228 451.B REINFORCED CONCRETE PIPE END SECTION (ARCH)(36 INCH X 22 INCH) Each 2 455.A.1 (4') STORM SEWER MANHOLE (0' - 6') Each 5 455.A.2 (5') STORM SEWER MANHOLE (0' - 6') Each 9 455.A.3 (6') STORM SEWER MANHOLE (0' - 6') Each 1 457.A.1 INLET (DESIGN 2-1) Each 10 457.A.2 INLET (DESIGN 2-2) Each 8 457.A.3 INLET (DESIGN 2-3) Each 3 457.A.4 INLET (DESIGN 5) Each 4 457.D.1 JUNCTION BOX (4 FT X 4 FT) Each 2 457.D.2 JUNCTION BOX (5 FT X 5 FT) Each 3 635.B BORE AND STEEL ENCASEMENT (10 INCH) Linear Foot/Feet 220 722.A TRAFFIC STRIPE (PLASTIC) (4 INCH WIDE) Linear Foot/Feet 17296.87 722.C TRAFFIC STRIPE (PLASTIC) (8 INCH WIDE) Linear Foot/Feet 655.76 722.E TRAFFIC STRIPE (PLASTIC) (24 INCH WIDE) Linear Foot/Feet 143.86 722.F TRAFFIC STRIPE (PLASTIC) (ARROWS) Each 28 801.A CONSTRUCTION STAKING (CONSTRUCTION SURVEY) Lump-Sum 1 802.A CONSTRUCTION SIGNING AND TRAFFIC CONTROL Lump-Sum 1 809.A MOBILIZATION Lump-Sum 1 811.A.1 STRUCTURE REMOVAL (RCP END SECTION) Each 13 811.A.2 STRUCTURE REMOVAL (MANHOLE) Each 1 811.A.3 STRUCTURE REMOVAL (EXISTING STRUCTURES) Each 1 811.B.1 STRUCTURE REMOVAL (STORM SEWER RCP) Linear Foot/Feet 418.53 811.B.2 STRUCTURE REMOVAL (STORM SEWER CGMP) Linear Foot/Feet 99 812.A.1 PAVEMENT REMOVAL (ASPHALT) Square Yard 4567.52 812.A.2 PAVEMENT REMOVAL (CONCRETE) Square Yard 400.87 812.B SIDEWALK REMOVAL (ALL TYPES) Square Yard 2201.47 812.C DRIVEWAY REMOVAL (ALL TYPES) Square Yard 1972.49 812.D CURB AND GUTTER REMOVAL (ALL TYPES) Linear Foot/Feet 1286.06 819.A.1 ADJUST EXISTING STRUCTURE (SIGNS) Each 3 819.A.2 ADJUST EXISTING STRUCTURE (MAILBOX) Each 7 820.A SAW CUT PAVEMENT (ALL TYPES) Linear Foot/Feet 10078.31 823.A SIDEWALK (4 INCH) Square Yard 1903 823.B DRIVEWAY (11 INCH) Square Yard 420.63 825.A TYPE I PLAIN RIPRAP Ton 10 825.B TYPE II PLAIN RIPRAP WITH FILTER BLANKET Ton 286 825.C FILTER BLANKET Ton 56 823.C CURB RAMP (8 INCH) Square Yard 32.67 823.D TACTILE WARNING DEVICE Square Foot/Feet 80 830.A PIPE RAILING Linear Foot/Feet 212 838.B TEMPORARY SILT FENCE Linear Foot/Feet 8310 838.C TEMPORARY SEDIMENT FILTER Each 34 840.A SOLID SLAB SODDING Square Yard 22606.73 SP.1 INLET (DESIGN 2-1) W/ LG JCT BOX Each 5 SP.2 INLET (DESIGN 2-2) W/ SM JCT BOX Each 5 SP.3 INLET (DESIGN 2-2) W/ LG JCT BOX Each 3 SP.4 INLET (DESIGN 2-3) W/ LG JCT BOX Each 1 SP.5 REINFORCED CONCRETE BOX WEST END SPECIAL END SECTION DETAIL Each 1 SP.6 REINFORCED CONCRETE BOX EAST END SPECIAL END SECTION DETAIL Each 1 | 200.A | UNCLASSIFIED EXCAVATION | Cubic Yard | 3690 | 201.A | EMBANKMENT | Cubic Yard | 20643 | 202.A | BORROW | Cubic Yard | 16954 | 204.A | CLEARING AND GRUBBING | Lump-Sum | 1 | 222.D | DRY PORTLAND CEMENT | Ton | 219 | 222.E | CEMENTITIOUS STABILIZED SUBGRADE | Square Yard | 24112 | 225.A | AGGREGATE BASE | Cubic Yard | 105.72 | 252.C.1 | BORING - CASING (12 INCH) | Linear Foot/Feet | 63 | 252.C.2 | BORING - CASING (24 INCH) | Linear Foot/Feet | 100 | 307.B | TACK COAT | Gallon | 2979.23 | 311.A | SUPER PAVE TYPE S3 (PG 64-22 OK) | Ton | 4062.32 | 312.A | COLD MILLING PAVEMENT | Square Yard | 15341.72 | 404.A | STRUCTURAL CONCRETE | Cubic Yard | 207 | 406.A | HIGH EARLY STRENGTH CONCRETE | Cubic Yard | 155 | 411.A | REINFORCING STEEL | Pound | 37394 | 451.A.1 | REINFORCED CONCRETE PIPE (18 INCH) | Linear Foot/Feet | 1024 | 451.A.2 | REINFORCED CONCRETE PIPE (24 INCH) | Linear Foot/Feet | 116 | 451.A.3 | REINFORCED CONCRETE PIPE (30 INCH) | Linear Foot/Feet | 2257 | 451.A.4 | REINFORCED CONCRETE PIPE (36 INCH) | Linear Foot/Feet | 1024 | 451.A.5 | REINFORCED CONCRETE PIPE (42 INCH) | Linear Foot/Feet | 1070 | 451.A.6 | REINFORCED CONCRETE PIPE ARCH (22 X 13.5 INCH) | Linear Foot/Feet | 19 | 451.A.7 | REINFORCED CONCRETE PIPE ARCH (36 X 22 INCH) | Linear Foot/Feet | 228 | 451.B | REINFORCED CONCRETE PIPE END SECTION (ARCH)(36 INCH X 22 INCH) | Each | 2 | 455.A.1 | (4') STORM SEWER MANHOLE (0' - 6') | Each | 5 | 455.A.2 | (5') STORM SEWER MANHOLE (0' - 6') | Each | 9 | 455.A.3 | (6') STORM SEWER MANHOLE (0' - 6') | Each | 1 | 457.A.1 | INLET (DESIGN 2-1) | Each | 10 | 457.A.2 | INLET (DESIGN 2-2) | Each | 8 | 457.A.3 | INLET (DESIGN 2-3) | Each | 3 | 457.A.4 | INLET (DESIGN 5) | Each | 4 | 457.D.1 | JUNCTION BOX (4 FT X 4 FT) | Each | 2 | 457.D.2 | JUNCTION BOX (5 FT X 5 FT) | Each | 3 | 635.B | BORE AND STEEL ENCASEMENT (10 INCH) | Linear Foot/Feet | 220 | 722.A | TRAFFIC STRIPE (PLASTIC) (4 INCH WIDE) | Linear Foot/Feet | 17296.87 | 722.C | TRAFFIC STRIPE (PLASTIC) (8 INCH WIDE) | Linear Foot/Feet | 655.76 | 722.E | TRAFFIC STRIPE (PLASTIC) (24 INCH WIDE) | Linear Foot/Feet | 143.86 | 722.F | TRAFFIC STRIPE (PLASTIC) (ARROWS) | Each | 28 | 801.A | CONSTRUCTION STAKING (CONSTRUCTION SURVEY) | Lump-Sum | 1 | 802.A | CONSTRUCTION SIGNING AND TRAFFIC CONTROL | Lump-Sum | 1 | 809.A | MOBILIZATION | Lump-Sum | 1 | 811.A.1 | STRUCTURE REMOVAL (RCP END SECTION) | Each | 13 | 811.A.2 | STRUCTURE REMOVAL (MANHOLE) | Each | 1 | 811.A.3 | STRUCTURE REMOVAL (EXISTING STRUCTURES) | Each | 1 | 811.B.1 | STRUCTURE REMOVAL (STORM SEWER RCP) | Linear Foot/Feet | 418.53 | 811.B.2 | STRUCTURE REMOVAL (STORM SEWER CGMP) | Linear Foot/Feet | 99 | 812.A.1 | PAVEMENT REMOVAL (ASPHALT) | Square Yard | 4567.52 | 812.A.2 | PAVEMENT REMOVAL (CONCRETE) | Square Yard | 400.87 | 812.B | SIDEWALK REMOVAL (ALL TYPES) | Square Yard | 2201.47 | 812.C | DRIVEWAY REMOVAL (ALL TYPES) | Square Yard | 1972.49 | 812.D | CURB AND GUTTER REMOVAL (ALL TYPES) | Linear Foot/Feet | 1286.06 | 819.A.1 | ADJUST EXISTING STRUCTURE (SIGNS) | Each | 3 | 819.A.2 | ADJUST EXISTING STRUCTURE (MAILBOX) | Each | 7 | 820.A | SAW CUT PAVEMENT (ALL TYPES) | Linear Foot/Feet | 10078.31 | 823.A | SIDEWALK (4 INCH) | Square Yard | 1903 | 823.B | DRIVEWAY (11 INCH) | Square Yard | 420.63 | 825.A | TYPE I PLAIN RIPRAP | Ton | 10 | 825.B | TYPE II PLAIN RIPRAP WITH FILTER BLANKET | Ton | 286 | 825.C | FILTER BLANKET | Ton | 56 | 823.C | CURB RAMP (8 INCH) | Square Yard | 32.67 | 823.D | TACTILE WARNING DEVICE | Square Foot/Feet | 80 | 830.A | PIPE RAILING | Linear Foot/Feet | 212 | 838.B | TEMPORARY SILT FENCE | Linear Foot/Feet | 8310 | 838.C | TEMPORARY SEDIMENT FILTER | Each | 34 | 840.A | SOLID SLAB SODDING | Square Yard | 22606.73 | SP.1 | INLET (DESIGN 2-1) W/ LG JCT BOX | Each | 5 | SP.2 | INLET (DESIGN 2-2) W/ SM JCT BOX | Each | 5 | SP.3 | INLET (DESIGN 2-2) W/ LG JCT BOX | Each | 3 | SP.4 | INLET (DESIGN 2-3) W/ LG JCT BOX | Each | 1 | SP.5 | REINFORCED CONCRETE BOX WEST END SPECIAL END SECTION DETAIL | Each | 1 | SP.6 | REINFORCED CONCRETE BOX EAST END SPECIAL END SECTION DETAIL | Each | 1 | | | Code Description UOM Qty | | 200.A UNCLASSIFIED EXCAVATION Cubic Yard 3690 201.A EMBANKMENT Cubic Yard 20643 202.A BORROW Cubic Yard 16954 204.A CLEARING AND GRUBBING Lump-Sum 1 222.D DRY PORTLAND CEMENT Ton 219 222.E CEMENTITIOUS STABILIZED SUBGRADE Square Yard 24112 225.A AGGREGATE BASE Cubic Yard 105.72 252.C.1 BORING - CASING (12 INCH) Linear Foot/Feet 63 252.C.2 BORING - CASING (24 INCH) Linear Foot/Feet 100 307.B TACK COAT Gallon 2979.23 311.A SUPER PAVE TYPE S3 (PG 64-22 OK) Ton 4062.32 312.A COLD MILLING PAVEMENT Square Yard 15341.72 404.A STRUCTURAL CONCRETE Cubic Yard 207 406.A HIGH EARLY STRENGTH CONCRETE Cubic Yard 155 411.A REINFORCING STEEL Pound 37394 451.A.1 REINFORCED CONCRETE PIPE (18 INCH) Linear Foot/Feet 1024 451.A.2 REINFORCED CONCRETE PIPE (24 INCH) Linear Foot/Feet 116 451.A.3 REINFORCED CONCRETE PIPE (30 INCH) Linear Foot/Feet 2257 451.A.4 REINFORCED CONCRETE PIPE (36 INCH) Linear Foot/Feet 1024 451.A.5 REINFORCED CONCRETE PIPE (42 INCH) Linear Foot/Feet 1070 451.A.6 REINFORCED CONCRETE PIPE ARCH (22 X 13.5 INCH) Linear Foot/Feet 19 451.A.7 REINFORCED CONCRETE PIPE ARCH (36 X 22 INCH) Linear Foot/Feet 228 451.B REINFORCED CONCRETE PIPE END SECTION (ARCH)(36 INCH X 22 INCH) Each 2 455.A.1 (4') STORM SEWER MANHOLE (0' - 6') Each 5 455.A.2 (5') STORM SEWER MANHOLE (0' - 6') Each 9 455.A.3 (6') STORM SEWER MANHOLE (0' - 6') Each 1 457.A.1 INLET (DESIGN 2-1) Each 10 457.A.2 INLET (DESIGN 2-2) Each 8 457.A.3 INLET (DESIGN 2-3) Each 3 457.A.4 INLET (DESIGN 5) Each 4 457.D.1 JUNCTION BOX (4 FT X 4 FT) Each 2 457.D.2 JUNCTION BOX (5 FT X 5 FT) Each 3 635.B BORE AND STEEL ENCASEMENT (10 INCH) Linear Foot/Feet 220 722.A TRAFFIC STRIPE (PLASTIC) (4 INCH WIDE) Linear Foot/Feet 17296.87 722.C TRAFFIC STRIPE (PLASTIC) (8 INCH WIDE) Linear Foot/Feet 655.76 722.E TRAFFIC STRIPE (PLASTIC) (24 INCH WIDE) Linear Foot/Feet 143.86 722.F TRAFFIC STRIPE (PLASTIC) (ARROWS) Each 28 801.A CONSTRUCTION STAKING (CONSTRUCTION SURVEY) Lump-Sum 1 802.A CONSTRUCTION SIGNING AND TRAFFIC CONTROL Lump-Sum 1 809.A MOBILIZATION Lump-Sum 1 811.A.1 STRUCTURE REMOVAL (RCP END SECTION) Each 13 811.A.2 STRUCTURE REMOVAL (MANHOLE) Each 1 811.A.3 STRUCTURE REMOVAL (EXISTING STRUCTURES) Each 1 811.B.1 STRUCTURE REMOVAL (STORM SEWER RCP) Linear Foot/Feet 418.53 811.B.2 STRUCTURE REMOVAL (STORM SEWER CGMP) Linear Foot/Feet 99 812.A.1 PAVEMENT REMOVAL (ASPHALT) Square Yard 4567.52 812.A.2 PAVEMENT REMOVAL (CONCRETE) Square Yard 400.87 812.B SIDEWALK REMOVAL (ALL TYPES) Square Yard 2201.47 812.C DRIVEWAY REMOVAL (ALL TYPES) Square Yard 1972.49 812.D CURB AND GUTTER REMOVAL (ALL TYPES) Linear Foot/Feet 1286.06 819.A.1 ADJUST EXISTING STRUCTURE (SIGNS) Each 3 819.A.2 ADJUST EXISTING STRUCTURE (MAILBOX) Each 7 820.A SAW CUT PAVEMENT (ALL TYPES) Linear Foot/Feet 10078.31 823.A SIDEWALK (4 INCH) Square Yard 1903 823.B DRIVEWAY (11 INCH) Square Yard 420.63 825.A TYPE I PLAIN RIPRAP Ton 10 825.B TYPE II PLAIN RIPRAP WITH FILTER BLANKET Ton 286 825.C FILTER BLANKET Ton 56 823.C CURB RAMP (8 INCH) Square Yard 32.67 823.D TACTILE WARNING DEVICE Square Foot/Feet 80 830.A PIPE RAILING Linear Foot/Feet 212 838.B TEMPORARY SILT FENCE Linear Foot/Feet 8310 838.C TEMPORARY SEDIMENT FILTER Each 34 840.A SOLID SLAB SODDING Square Yard 22606.73 SP.1 INLET (DESIGN 2-1) W/ LG JCT BOX Each 5 SP.2 INLET (DESIGN 2-2) W/ SM JCT BOX Each 5 SP.3 INLET (DESIGN 2-2) W/ LG JCT BOX Each 3 SP.4 INLET (DESIGN 2-3) W/ LG JCT BOX Each 1 SP.5 REINFORCED CONCRETE BOX WEST END SPECIAL END SECTION DETAIL Each 1 SP.6 REINFORCED CONCRETE BOX EAST END SPECIAL END SECTION DETAIL Each 1 | 200.A | UNCLASSIFIED EXCAVATION | Cubic Yard | 3690 | 201.A | EMBANKMENT | Cubic Yard | 20643 | 202.A | BORROW | Cubic Yard | 16954 | 204.A | CLEARING AND GRUBBING | Lump-Sum | 1 | 222.D | DRY PORTLAND CEMENT | Ton | 219 | 222.E | CEMENTITIOUS STABILIZED SUBGRADE | Square Yard | 24112 | 225.A | AGGREGATE BASE | Cubic Yard | 105.72 | 252.C.1 | BORING - CASING (12 INCH) | Linear Foot/Feet | 63 | 252.C.2 | BORING - CASING (24 INCH) | Linear Foot/Feet | 100 | 307.B | TACK COAT | Gallon | 2979.23 | 311.A | SUPER PAVE TYPE S3 (PG 64-22 OK) | Ton | 4062.32 | 312.A | COLD MILLING PAVEMENT | Square Yard | 15341.72 | 404.A | STRUCTURAL CONCRETE | Cubic Yard | 207 | 406.A | HIGH EARLY STRENGTH CONCRETE | Cubic Yard | 155 | 411.A | REINFORCING STEEL | Pound | 37394 | 451.A.1 | REINFORCED CONCRETE PIPE (18 INCH) | Linear Foot/Feet | 1024 | 451.A.2 | REINFORCED CONCRETE PIPE (24 INCH) | Linear Foot/Feet | 116 | 451.A.3 | REINFORCED CONCRETE PIPE (30 INCH) | Linear Foot/Feet | 2257 | 451.A.4 | REINFORCED CONCRETE PIPE (36 INCH) | Linear Foot/Feet | 1024 | 451.A.5 | REINFORCED CONCRETE PIPE (42 INCH) | Linear Foot/Feet | 1070 | 451.A.6 | REINFORCED CONCRETE PIPE ARCH (22 X 13.5 INCH) | Linear Foot/Feet | 19 | 451.A.7 | REINFORCED CONCRETE PIPE ARCH (36 X 22 INCH) | Linear Foot/Feet | 228 | 451.B | REINFORCED CONCRETE PIPE END SECTION (ARCH)(36 INCH X 22 INCH) | Each | 2 | 455.A.1 | (4') STORM SEWER MANHOLE (0' - 6') | Each | 5 | 455.A.2 | (5') STORM SEWER MANHOLE (0' - 6') | Each | 9 | 455.A.3 | (6') STORM SEWER MANHOLE (0' - 6') | Each | 1 | 457.A.1 | INLET (DESIGN 2-1) | Each | 10 | 457.A.2 | INLET (DESIGN 2-2) | Each | 8 | 457.A.3 | INLET (DESIGN 2-3) | Each | 3 | 457.A.4 | INLET (DESIGN 5) | Each | 4 | 457.D.1 | JUNCTION BOX (4 FT X 4 FT) | Each | 2 | 457.D.2 | JUNCTION BOX (5 FT X 5 FT) | Each | 3 | 635.B | BORE AND STEEL ENCASEMENT (10 INCH) | Linear Foot/Feet | 220 | 722.A | TRAFFIC STRIPE (PLASTIC) (4 INCH WIDE) | Linear Foot/Feet | 17296.87 | 722.C | TRAFFIC STRIPE (PLASTIC) (8 INCH WIDE) | Linear Foot/Feet | 655.76 | 722.E | TRAFFIC STRIPE (PLASTIC) (24 INCH WIDE) | Linear Foot/Feet | 143.86 | 722.F | TRAFFIC STRIPE (PLASTIC) (ARROWS) | Each | 28 | 801.A | CONSTRUCTION STAKING (CONSTRUCTION SURVEY) | Lump-Sum | 1 | 802.A | CONSTRUCTION SIGNING AND TRAFFIC CONTROL | Lump-Sum | 1 | 809.A | MOBILIZATION | Lump-Sum | 1 | 811.A.1 | STRUCTURE REMOVAL (RCP END SECTION) | Each | 13 | 811.A.2 | STRUCTURE REMOVAL (MANHOLE) | Each | 1 | 811.A.3 | STRUCTURE REMOVAL (EXISTING STRUCTURES) | Each | 1 | 811.B.1 | STRUCTURE REMOVAL (STORM SEWER RCP) | Linear Foot/Feet | 418.53 | 811.B.2 | STRUCTURE REMOVAL (STORM SEWER CGMP) | Linear Foot/Feet | 99 | 812.A.1 | PAVEMENT REMOVAL (ASPHALT) | Square Yard | 4567.52 | 812.A.2 | PAVEMENT REMOVAL (CONCRETE) | Square Yard | 400.87 | 812.B | SIDEWALK REMOVAL (ALL TYPES) | Square Yard | 2201.47 | 812.C | DRIVEWAY REMOVAL (ALL TYPES) | Square Yard | 1972.49 | 812.D | CURB AND GUTTER REMOVAL (ALL TYPES) | Linear Foot/Feet | 1286.06 | 819.A.1 | ADJUST EXISTING STRUCTURE (SIGNS) | Each | 3 | 819.A.2 | ADJUST EXISTING STRUCTURE (MAILBOX) | Each | 7 | 820.A | SAW CUT PAVEMENT (ALL TYPES) | Linear Foot/Feet | 10078.31 | 823.A | SIDEWALK (4 INCH) | Square Yard | 1903 | 823.B | DRIVEWAY (11 INCH) | Square Yard | 420.63 | 825.A | TYPE I PLAIN RIPRAP | Ton | 10 | 825.B | TYPE II PLAIN RIPRAP WITH FILTER BLANKET | Ton | 286 | 825.C | FILTER BLANKET | Ton | 56 | 823.C | CURB RAMP (8 INCH) | Square Yard | 32.67 | 823.D | TACTILE WARNING DEVICE | Square Foot/Feet | 80 | 830.A | PIPE RAILING | Linear Foot/Feet | 212 | 838.B | TEMPORARY SILT FENCE | Linear Foot/Feet | 8310 | 838.C | TEMPORARY SEDIMENT FILTER | Each | 34 | 840.A | SOLID SLAB SODDING | Square Yard | 22606.73 | SP.1 | INLET (DESIGN 2-1) W/ LG JCT BOX | Each | 5 | SP.2 | INLET (DESIGN 2-2) W/ SM JCT BOX | Each | 5 | SP.3 | INLET (DESIGN 2-2) W/ LG JCT BOX | Each | 3 | SP.4 | INLET (DESIGN 2-3) W/ LG JCT BOX | Each | 1 | SP.5 | REINFORCED CONCRETE BOX WEST END SPECIAL END SECTION DETAIL | Each | 1 | SP.6 | REINFORCED CONCRETE BOX EAST END SPECIAL END SECTION DETAIL | Each | 1 | | | 200.A | UNCLASSIFIED EXCAVATION | Cubic Yard | 3690 | | 201.A | EMBANKMENT | Cubic Yard | 20643 | | 202.A | BORROW | Cubic Yard | 16954 | | 204.A | CLEARING AND GRUBBING | Lump-Sum | 1 | | 222.D | DRY PORTLAND CEMENT | Ton | 219 | | 222.E | CEMENTITIOUS STABILIZED SUBGRADE | Square Yard | 24112 | | 225.A | AGGREGATE BASE | Cubic Yard | 105.72 | | 252.C.1 | BORING - CASING (12 INCH) | Linear Foot/Feet | 63 | | 252.C.2 | BORING - CASING (24 INCH) | Linear Foot/Feet | 100 | | 307.B | TACK COAT | Gallon | 2979.23 | | 311.A | SUPER PAVE TYPE S3 (PG 64-22 OK) | Ton | 4062.32 | | 312.A | COLD MILLING PAVEMENT | Square Yard | 15341.72 | | 404.A | STRUCTURAL CONCRETE | Cubic Yard | 207 | | 406.A | HIGH EARLY STRENGTH CONCRETE | Cubic Yard | 155 | | 411.A | REINFORCING STEEL | Pound | 37394 | | 451.A.1 | REINFORCED CONCRETE PIPE (18 INCH) | Linear Foot/Feet | 1024 | | 451.A.2 | REINFORCED CONCRETE PIPE (24 INCH) | Linear Foot/Feet | 116 | | 451.A.3 | REINFORCED CONCRETE PIPE (30 INCH) | Linear Foot/Feet | 2257 | | 451.A.4 | REINFORCED CONCRETE PIPE (36 INCH) | Linear Foot/Feet | 1024 | | 451.A.5 | REINFORCED CONCRETE PIPE (42 INCH) | Linear Foot/Feet | 1070 | | 451.A.6 | REINFORCED CONCRETE PIPE ARCH (22 X 13.5 INCH) | Linear Foot/Feet | 19 | | 451.A.7 | REINFORCED CONCRETE PIPE ARCH (36 X 22 INCH) | Linear Foot/Feet | 228 | | 451.B | REINFORCED CONCRETE PIPE END SECTION (ARCH)(36 INCH X 22 INCH) | Each | 2 | | 455.A.1 | (4') STORM SEWER MANHOLE (0' - 6') | Each | 5 | | 455.A.2 | (5') STORM SEWER MANHOLE (0' - 6') | Each | 9 | | 455.A.3 | (6') STORM SEWER MANHOLE (0' - 6') | Each | 1 | | 457.A.1 | INLET (DESIGN 2-1) | Each | 10 | | 457.A.2 | INLET (DESIGN 2-2) | Each | 8 | | 457.A.3 | INLET (DESIGN 2-3) | Each | 3 | | 457.A.4 | INLET (DESIGN 5) | Each | 4 | | 457.D.1 | JUNCTION BOX (4 FT X 4 FT) | Each | 2 | | 457.D.2 | JUNCTION BOX (5 FT X 5 FT) | Each | 3 | | 635.B | BORE AND STEEL ENCASEMENT (10 INCH) | Linear Foot/Feet | 220 | | 722.A | TRAFFIC STRIPE (PLASTIC) (4 INCH WIDE) | Linear Foot/Feet | 17296.87 | | 722.C | TRAFFIC STRIPE (PLASTIC) (8 INCH WIDE) | Linear Foot/Feet | 655.76 | | 722.E | TRAFFIC STRIPE (PLASTIC) (24 INCH WIDE) | Linear Foot/Feet | 143.86 | | 722.F | TRAFFIC STRIPE (PLASTIC) (ARROWS) | Each | 28 | | 801.A | CONSTRUCTION STAKING (CONSTRUCTION SURVEY) | Lump-Sum | 1 | | 802.A | CONSTRUCTION SIGNING AND TRAFFIC CONTROL | Lump-Sum | 1 | | 809.A | MOBILIZATION | Lump-Sum | 1 | | 811.A.1 | STRUCTURE REMOVAL (RCP END SECTION) | Each | 13 | | 811.A.2 | STRUCTURE REMOVAL (MANHOLE) | Each | 1 | | 811.A.3 | STRUCTURE REMOVAL (EXISTING STRUCTURES) | Each | 1 | | 811.B.1 | STRUCTURE REMOVAL (STORM SEWER RCP) | Linear Foot/Feet | 418.53 | | 811.B.2 | STRUCTURE REMOVAL (STORM SEWER CGMP) | Linear Foot/Feet | 99 | | 812.A.1 | PAVEMENT REMOVAL (ASPHALT) | Square Yard | 4567.52 | | 812.A.2 | PAVEMENT REMOVAL (CONCRETE) | Square Yard | 400.87 | | 812.B | SIDEWALK REMOVAL (ALL TYPES) | Square Yard | 2201.47 | | 812.C | DRIVEWAY REMOVAL (ALL TYPES) | Square Yard | 1972.49 | | 812.D | CURB AND GUTTER REMOVAL (ALL TYPES) | Linear Foot/Feet | 1286.06 | | 819.A.1 | ADJUST EXISTING STRUCTURE (SIGNS) | Each | 3 | | 819.A.2 | ADJUST EXISTING STRUCTURE (MAILBOX) | Each | 7 | | 820.A | SAW CUT PAVEMENT (ALL TYPES) | Linear Foot/Feet | 10078.31 | | 823.A | SIDEWALK (4 INCH) | Square Yard | 1903 | | 823.B | DRIVEWAY (11 INCH) | Square Yard | 420.63 | | 825.A | TYPE I PLAIN RIPRAP | Ton | 10 | | 825.B | TYPE II PLAIN RIPRAP WITH FILTER BLANKET | Ton | 286 | | 825.C | FILTER BLANKET | Ton | 56 | | 823.C | CURB RAMP (8 INCH) | Square Yard | 32.67 | | 823.D | TACTILE WARNING DEVICE | Square Foot/Feet | 80 | | 830.A | PIPE RAILING | Linear Foot/Feet | 212 | | 838.B | TEMPORARY SILT FENCE | Linear Foot/Feet | 8310 | | 838.C | TEMPORARY SEDIMENT FILTER | Each | 34 | | 840.A | SOLID SLAB SODDING | Square Yard | 22606.73 | | SP.1 | INLET (DESIGN 2-1) W/ LG JCT BOX | Each | 5 | | SP.2 | INLET (DESIGN 2-2) W/ SM JCT BOX | Each | 5 | | SP.3 | INLET (DESIGN 2-2) W/ LG JCT BOX | Each | 3 | | SP.4 | INLET (DESIGN 2-3) W/ LG JCT BOX | Each | 1 | | SP.5 | REINFORCED CONCRETE BOX WEST END SPECIAL END SECTION DETAIL | Each | 1 | | SP.6 | REINFORCED CONCRETE BOX EAST END SPECIAL END SECTION DETAIL | Each | 1 | | Next 3-Alternate 1 Code Description UOM Qty 307.B TACK COAT Gallon 3928.67 311.A.1 SUPERPAVE TYPE S3 (PG 70-28 OK) Ton 3352.14 311.A.2 SUPERPAVE TYPE S3 (PG 64-22 OK) Ton 2757 311.C SUPERPAVE TYPE S5 (PG 70-28 OK) Ton 3641.88 311.F RICH BOTTOM LAYER (PG 64-22 OK) Ton 4183.49 311.I RICH INTERMEDIATE LAYER (PG 64-22 OK) Ton 879.29 312.A COLD MILLING PAVEMENT Square Yard 15341.72 829.A CURB AND GUTTER Linear Foot/Feet 9507 | 307.B | TACK COAT | Gallon | 3928.67 | 311.A.1 | SUPERPAVE TYPE S3 (PG 70-28 OK) | Ton | 3352.14 | 311.A.2 | SUPERPAVE TYPE S3 (PG 64-22 OK) | Ton | 2757 | 311.C | SUPERPAVE TYPE S5 (PG 70-28 OK) | Ton | 3641.88 | 311.F | RICH BOTTOM LAYER (PG 64-22 OK) | Ton | 4183.49 | 311.I | RICH INTERMEDIATE LAYER (PG 64-22 OK) | Ton | 879.29 | 312.A | COLD MILLING PAVEMENT | Square Yard | 15341.72 | 829.A | CURB AND GUTTER | Linear Foot/Feet | 9507 | | | 307.B | TACK COAT | Gallon | 3928.67 | | 311.A.1 | SUPERPAVE TYPE S3 (PG 70-28 OK) | Ton | 3352.14 | | 311.A.2 | SUPERPAVE TYPE S3 (PG 64-22 OK) | Ton | 2757 | | 311.C | SUPERPAVE TYPE S5 (PG 70-28 OK) | Ton | 3641.88 | | 311.F | RICH BOTTOM LAYER (PG 64-22 OK) | Ton | 4183.49 | | 311.I | RICH INTERMEDIATE LAYER (PG 64-22 OK) | Ton | 879.29 | | 312.A | COLD MILLING PAVEMENT | Square Yard | 15341.72 | | 829.A | CURB AND GUTTER | Linear Foot/Feet | 9507 | | Next 4-Alternate 2 Code Description UOM Qty 222.E CEMENTITIOUS STABILIZED SUBGRADE Square Yard 12557 222.D DRY PORTLAND CEMENT Ton 219 311.A SUPERPAVE TYPE S3 (PG 64-22 OK) Ton 2473.25 314.B DOWEL JOINTED P.C.C. PAVT. (PLACEMENT) Square Yard 31734.53 812.A PAVEMENT REMOVAL (ASPHALT) Square Yard 15364.2 820.A SAW CUT PAVEMENT (ALL TYPES) Linear Foot/Feet 8771.14 829.B INTEGRAL CURB Linear Foot/Feet 9507 | 222.E | CEMENTITIOUS STABILIZED SUBGRADE | Square Yard | 12557 | 222.D | DRY PORTLAND CEMENT | Ton | 219 | 311.A | SUPERPAVE TYPE S3 (PG 64-22 OK) | Ton | 2473.25 | 314.B | DOWEL JOINTED P.C.C. PAVT. (PLACEMENT) | Square Yard | 31734.53 | 812.A | PAVEMENT REMOVAL (ASPHALT) | Square Yard | 15364.2 | 820.A | SAW CUT PAVEMENT (ALL TYPES) | Linear Foot/Feet | 8771.14 | 829.B | INTEGRAL CURB | Linear Foot/Feet | 9507 | | | 222.E | CEMENTITIOUS STABILIZED SUBGRADE | Square Yard | 12557 | | 222.D | DRY PORTLAND CEMENT | Ton | 219 | | 311.A | SUPERPAVE TYPE S3 (PG 64-22 OK) | Ton | 2473.25 | | 314.B | DOWEL JOINTED P.C.C. PAVT. (PLACEMENT) | Square Yard | 31734.53 | | 812.A | PAVEMENT REMOVAL (ASPHALT) | Square Yard | 15364.2 | | 820.A | SAW CUT PAVEMENT (ALL TYPES) | Linear Foot/Feet | 8771.14 | | 829.B | INTEGRAL CURB | Linear Foot/Feet | 9507 | | Next 2-WC-1078 Base Bid Code Description UOM Qty 501.A.1 (6")(DIP) WATERLINE PIPE (NOM WALL THICK 0.28) Linear Foot/Feet 77 501.A.2 (12")(DIP) WATERLINE PIPE (NOM WALL THICK 0.34) Linear Foot/Feet 162 501.A.3 (16")(DIP) WATERLINE PIPE (NOM WALL THICK 0.37) Linear Foot/Feet 59 501.C.1 FITTINGS (6" SOLID SLEEVE (MJ)) Each 2 501.C.2 FITTINGS (16" SOLID SLEEVE (MJ)) Each 2 501.C.3 FITTINGS (6" X 22.5 DEGREE BEND (MJ)) Each 4 501.C.4 FITTINGS (12" X 45 DEGREE BEND (MJ)) Each 3 501.C.5 FITTINGS (12" X 90 DEGREE BEND (MJ)) Each 1 501.C.6 FITTINGS (16" X 22.5 DEGREE BEND (MJ)) Each 4 503.C SINGLE LONG SERVICE (2") Each 3 505.A.1 TAP (12" X 12") Each 1 505.A.2 TAP (16" X 12") Each 1 513.A HYDROSTATIC PRESSURE TESTING AND DISINFECTION Lump-Sum 1 518.A.1 STEEL CASING PIPE (12") Linear Foot/Feet 63 518.A.2 STEEL CASING PIPE (24") Linear Foot/Feet 100 518.A.3 STEEL CASING PIPE (36") Linear Foot/Feet 40 SP.1 GPS AS-BUILT SURVEY Lump-Sum 1 | 501.A.1 | (6")(DIP) WATERLINE PIPE (NOM WALL THICK 0.28) | Linear Foot/Feet | 77 | 501.A.2 | (12")(DIP) WATERLINE PIPE (NOM WALL THICK 0.34) | Linear Foot/Feet | 162 | 501.A.3 | (16")(DIP) WATERLINE PIPE (NOM WALL THICK 0.37) | Linear Foot/Feet | 59 | 501.C.1 | FITTINGS (6" SOLID SLEEVE (MJ)) | Each | 2 | 501.C.2 | FITTINGS (16" SOLID SLEEVE (MJ)) | Each | 2 | 501.C.3 | FITTINGS (6" X 22.5 DEGREE BEND (MJ)) | Each | 4 | 501.C.4 | FITTINGS (12" X 45 DEGREE BEND (MJ)) | Each | 3 | 501.C.5 | FITTINGS (12" X 90 DEGREE BEND (MJ)) | Each | 1 | 501.C.6 | FITTINGS (16" X 22.5 DEGREE BEND (MJ)) | Each | 4 | 503.C | SINGLE LONG SERVICE (2") | Each | 3 | 505.A.1 | TAP (12" X 12") | Each | 1 | 505.A.2 | TAP (16" X 12") | Each | 1 | 513.A | HYDROSTATIC PRESSURE TESTING AND DISINFECTION | Lump-Sum | 1 | 518.A.1 | STEEL CASING PIPE (12") | Linear Foot/Feet | 63 | 518.A.2 | STEEL CASING PIPE (24") | Linear Foot/Feet | 100 | 518.A.3 | STEEL CASING PIPE (36") | Linear Foot/Feet | 40 | SP.1 | GPS AS-BUILT SURVEY | Lump-Sum | 1 | | | 501.A.1 | (6")(DIP) WATERLINE PIPE (NOM WALL THICK 0.28) | Linear Foot/Feet | 77 | | 501.A.2 | (12")(DIP) WATERLINE PIPE (NOM WALL THICK 0.34) | Linear Foot/Feet | 162 | | 501.A.3 | (16")(DIP) WATERLINE PIPE (NOM WALL THICK 0.37) | Linear Foot/Feet | 59 | | 501.C.1 | FITTINGS (6" SOLID SLEEVE (MJ)) | Each | 2 | | 501.C.2 | FITTINGS (16" SOLID SLEEVE (MJ)) | Each | 2 | | 501.C.3 | FITTINGS (6" X 22.5 DEGREE BEND (MJ)) | Each | 4 | | 501.C.4 | FITTINGS (12" X 45 DEGREE BEND (MJ)) | Each | 3 | | 501.C.5 | FITTINGS (12" X 90 DEGREE BEND (MJ)) | Each | 1 | | 501.C.6 | FITTINGS (16" X 22.5 DEGREE BEND (MJ)) | Each | 4 | | 503.C | SINGLE LONG SERVICE (2") | Each | 3 | | 505.A.1 | TAP (12" X 12") | Each | 1 | | 505.A.2 | TAP (16" X 12") | Each | 1 | | 513.A | HYDROSTATIC PRESSURE TESTING AND DISINFECTION | Lump-Sum | 1 | | 518.A.1 | STEEL CASING PIPE (12") | Linear Foot/Feet | 63 | | 518.A.2 | STEEL CASING PIPE (24") | Linear Foot/Feet | 100 | | 518.A.3 | STEEL CASING PIPE (36") | Linear Foot/Feet | 40 | | SP.1 | GPS AS-BUILT SURVEY | Lump-Sum | 1 | | Next 5-WC-1077 Base Bid Code Description UOM Qty 501.A.1 (16")(DIP) WATERLINE PIPE (NOM WALL THICK 0.37) Linear Foot/Feet 885 501.C.1 FITTINGS (16" SOLID SLEEVE (MJ)) Each 2 501.C.2 FITTINGS (16" X 22.5 DEGREE BEND (MJ)) Each 4 513.A HYDROSTATIC PRESSURE TESTING AND DISINFECTION Lump-Sum 1 809.A MOBILIZATION Lump-Sum 1 SP.1 GPS AS-BUILT SURVEY Lump-Sum 1 | 501.A.1 | (16")(DIP) WATERLINE PIPE (NOM WALL THICK 0.37) | Linear Foot/Feet | 885 | 501.C.1 | FITTINGS (16" SOLID SLEEVE (MJ)) | Each | 2 | 501.C.2 | FITTINGS (16" X 22.5 DEGREE BEND (MJ)) | Each | 4 | 513.A | HYDROSTATIC PRESSURE TESTING AND DISINFECTION | Lump-Sum | 1 | 809.A | MOBILIZATION | Lump-Sum | 1 | SP.1 | GPS AS-BUILT SURVEY | Lump-Sum | 1 | | | 501.A.1 | (16")(DIP) WATERLINE PIPE (NOM WALL THICK 0.37) | Linear Foot/Feet | 885 | | 501.C.1 | FITTINGS (16" SOLID SLEEVE (MJ)) | Each | 2 | | 501.C.2 | FITTINGS (16" X 22.5 DEGREE BEND (MJ)) | Each | 4 | | 513.A | HYDROSTATIC PRESSURE TESTING AND DISINFECTION | Lump-Sum | 1 | | 809.A | MOBILIZATION | Lump-Sum | 1 | | SP.1 | GPS AS-BUILT SURVEY | Lump-Sum | 1 | **Line Items**: | Code | Description | UOM | Qty | |---|---|---|---| | Code Description UOM Qty | | 200.A UNCLASSIFIED EXCAVATION Cubic Yard 3690 201.A EMBANKMENT Cubic Yard 20643 202.A BORROW Cubic Yard 16954 204.A CLEARING AND GRUBBING Lump-Sum 1 222.D DRY PORTLAND CEMENT Ton 219 222.E CEMENTITIOUS STABILIZED SUBGRADE Square Yard 24112 225.A AGGREGATE BASE Cubic Yard 105.72 252.C.1 BORING - CASING (12 INCH) Linear Foot/Feet 63 252.C.2 BORING - CASING (24 INCH) Linear Foot/Feet 100 307.B TACK COAT Gallon 2979.23 311.A SUPER PAVE TYPE S3 (PG 64-22 OK) Ton 4062.32 312.A COLD MILLING PAVEMENT Square Yard 15341.72 404.A STRUCTURAL CONCRETE Cubic Yard 207 406.A HIGH EARLY STRENGTH CONCRETE Cubic Yard 155 411.A REINFORCING STEEL Pound 37394 451.A.1 REINFORCED CONCRETE PIPE (18 INCH) Linear Foot/Feet 1024 451.A.2 REINFORCED CONCRETE PIPE (24 INCH) Linear Foot/Feet 116 451.A.3 REINFORCED CONCRETE PIPE (30 INCH) Linear Foot/Feet 2257 451.A.4 REINFORCED CONCRETE PIPE (36 INCH) Linear Foot/Feet 1024 451.A.5 REINFORCED CONCRETE PIPE (42 INCH) Linear Foot/Feet 1070 451.A.6 REINFORCED CONCRETE PIPE ARCH (22 X 13.5 INCH) Linear Foot/Feet 19 451.A.7 REINFORCED CONCRETE PIPE ARCH (36 X 22 INCH) Linear Foot/Feet 228 451.B REINFORCED CONCRETE PIPE END SECTION (ARCH)(36 INCH X 22 INCH) Each 2 455.A.1 (4') STORM SEWER MANHOLE (0' - 6') Each 5 455.A.2 (5') STORM SEWER MANHOLE (0' - 6') Each 9 455.A.3 (6') STORM SEWER MANHOLE (0' - 6') Each 1 457.A.1 INLET (DESIGN 2-1) Each 10 457.A.2 INLET (DESIGN 2-2) Each 8 457.A.3 INLET (DESIGN 2-3) Each 3 457.A.4 INLET (DESIGN 5) Each 4 457.D.1 JUNCTION BOX (4 FT X 4 FT) Each 2 457.D.2 JUNCTION BOX (5 FT X 5 FT) Each 3 635.B BORE AND STEEL ENCASEMENT (10 INCH) Linear Foot/Feet 220 722.A TRAFFIC STRIPE (PLASTIC) (4 INCH WIDE) Linear Foot/Feet 17296.87 722.C TRAFFIC STRIPE (PLASTIC) (8 INCH WIDE) Linear Foot/Feet 655.76 722.E TRAFFIC STRIPE (PLASTIC) (24 INCH WIDE) Linear Foot/Feet 143.86 722.F TRAFFIC STRIPE (PLASTIC) (ARROWS) Each 28 801.A CONSTRUCTION STAKING (CONSTRUCTION SURVEY) Lump-Sum 1 802.A CONSTRUCTION SIGNING AND TRAFFIC CONTROL Lump-Sum 1 809.A MOBILIZATION Lump-Sum 1 811.A.1 STRUCTURE REMOVAL (RCP END SECTION) Each 13 811.A.2 STRUCTURE REMOVAL (MANHOLE) Each 1 811.A.3 STRUCTURE REMOVAL (EXISTING STRUCTURES) Each 1 811.B.1 STRUCTURE REMOVAL (STORM SEWER RCP) Linear Foot/Feet 418.53 811.B.2 STRUCTURE REMOVAL (STORM SEWER CGMP) Linear Foot/Feet 99 812.A.1 PAVEMENT REMOVAL (ASPHALT) Square Yard 4567.52 812.A.2 PAVEMENT REMOVAL (CONCRETE) Square Yard 400.87 812.B SIDEWALK REMOVAL (ALL TYPES) Square Yard 2201.47 812.C DRIVEWAY REMOVAL (ALL TYPES) Square Yard 1972.49 812.D CURB AND GUTTER REMOVAL (ALL TYPES) Linear Foot/Feet 1286.06 819.A.1 ADJUST EXISTING STRUCTURE (SIGNS) Each 3 819.A.2 ADJUST EXISTING STRUCTURE (MAILBOX) Each 7 820.A SAW CUT PAVEMENT (ALL TYPES) Linear Foot/Feet 10078.31 823.A SIDEWALK (4 INCH) Square Yard 1903 823.B DRIVEWAY (11 INCH) Square Yard 420.63 825.A TYPE I PLAIN RIPRAP Ton 10 825.B TYPE II PLAIN RIPRAP WITH FILTER BLANKET Ton 286 825.C FILTER BLANKET Ton 56 823.C CURB RAMP (8 INCH) Square Yard 32.67 823.D TACTILE WARNING DEVICE Square Foot/Feet 80 830.A PIPE RAILING Linear Foot/Feet 212 838.B TEMPORARY SILT FENCE Linear Foot/Feet 8310 838.C TEMPORARY SEDIMENT FILTER Each 34 840.A SOLID SLAB SODDING Square Yard 22606.73 SP.1 INLET (DESIGN 2-1) W/ LG JCT BOX Each 5 SP.2 INLET (DESIGN 2-2) W/ SM JCT BOX Each 5 SP.3 INLET (DESIGN 2-2) W/ LG JCT BOX Each 3 SP.4 INLET (DESIGN 2-3) W/ LG JCT BOX Each 1 SP.5 REINFORCED CONCRETE BOX WEST END SPECIAL END SECTION DETAIL Each 1 SP.6 REINFORCED CONCRETE BOX EAST END SPECIAL END SECTION DETAIL Each 1 | 200.A | UNCLASSIFIED EXCAVATION | Cubic Yard | 3690 | 201.A | EMBANKMENT | Cubic Yard | 20643 | 202.A | BORROW | Cubic Yard | 16954 | 204.A | CLEARING AND GRUBBING | Lump-Sum | 1 | 222.D | DRY PORTLAND CEMENT | Ton | 219 | 222.E | CEMENTITIOUS STABILIZED SUBGRADE | Square Yard | 24112 | 225.A | AGGREGATE BASE | Cubic Yard | 105.72 | 252.C.1 | BORING - CASING (12 INCH) | Linear Foot/Feet | 63 | 252.C.2 | BORING - CASING (24 INCH) | Linear Foot/Feet | 100 | 307.B | TACK COAT | Gallon | 2979.23 | 311.A | SUPER PAVE TYPE S3 (PG 64-22 OK) | Ton | 4062.32 | 312.A | COLD MILLING PAVEMENT | Square Yard | 15341.72 | 404.A | STRUCTURAL CONCRETE | Cubic Yard | 207 | 406.A | HIGH EARLY STRENGTH CONCRETE | Cubic Yard | 155 | 411.A | REINFORCING STEEL | Pound | 37394 | 451.A.1 | REINFORCED CONCRETE PIPE (18 INCH) | Linear Foot/Feet | 1024 | 451.A.2 | REINFORCED CONCRETE PIPE (24 INCH) | Linear Foot/Feet | 116 | 451.A.3 | REINFORCED CONCRETE PIPE (30 INCH) | Linear Foot/Feet | 2257 | 451.A.4 | REINFORCED CONCRETE PIPE (36 INCH) | Linear Foot/Feet | 1024 | 451.A.5 | REINFORCED CONCRETE PIPE (42 INCH) | Linear Foot/Feet | 1070 | 451.A.6 | REINFORCED CONCRETE PIPE ARCH (22 X 13.5 INCH) | Linear Foot/Feet | 19 | 451.A.7 | REINFORCED CONCRETE PIPE ARCH (36 X 22 INCH) | Linear Foot/Feet | 228 | 451.B | REINFORCED CONCRETE PIPE END SECTION (ARCH)(36 INCH X 22 INCH) | Each | 2 | 455.A.1 | (4') STORM SEWER MANHOLE (0' - 6') | Each | 5 | 455.A.2 | (5') STORM SEWER MANHOLE (0' - 6') | Each | 9 | 455.A.3 | (6') STORM SEWER MANHOLE (0' - 6') | Each | 1 | 457.A.1 | INLET (DESIGN 2-1) | Each | 10 | 457.A.2 | INLET (DESIGN 2-2) | Each | 8 | 457.A.3 | INLET (DESIGN 2-3) | Each | 3 | 457.A.4 | INLET (DESIGN 5) | Each | 4 | 457.D.1 | JUNCTION BOX (4 FT X 4 FT) | Each | 2 | 457.D.2 | JUNCTION BOX (5 FT X 5 FT) | Each | 3 | 635.B | BORE AND STEEL ENCASEMENT (10 INCH) | Linear Foot/Feet | 220 | 722.A | TRAFFIC STRIPE (PLASTIC) (4 INCH WIDE) | Linear Foot/Feet | 17296.87 | 722.C | TRAFFIC STRIPE (PLASTIC) (8 INCH WIDE) | Linear Foot/Feet | 655.76 | 722.E | TRAFFIC STRIPE (PLASTIC) (24 INCH WIDE) | Linear Foot/Feet | 143.86 | 722.F | TRAFFIC STRIPE (PLASTIC) (ARROWS) | Each | 28 | 801.A | CONSTRUCTION STAKING (CONSTRUCTION SURVEY) | Lump-Sum | 1 | 802.A | CONSTRUCTION SIGNING AND TRAFFIC CONTROL | Lump-Sum | 1 | 809.A | MOBILIZATION | Lump-Sum | 1 | 811.A.1 | STRUCTURE REMOVAL (RCP END SECTION) | Each | 13 | 811.A.2 | STRUCTURE REMOVAL (MANHOLE) | Each | 1 | 811.A.3 | STRUCTURE REMOVAL (EXISTING STRUCTURES) | Each | 1 | 811.B.1 | STRUCTURE REMOVAL (STORM SEWER RCP) | Linear Foot/Feet | 418.53 | 811.B.2 | STRUCTURE REMOVAL (STORM SEWER CGMP) | Linear Foot/Feet | 99 | 812.A.1 | PAVEMENT REMOVAL (ASPHALT) | Square Yard | 4567.52 | 812.A.2 | PAVEMENT REMOVAL (CONCRETE) | Square Yard | 400.87 | 812.B | SIDEWALK REMOVAL (ALL TYPES) | Square Yard | 2201.47 | 812.C | DRIVEWAY REMOVAL (ALL TYPES) | Square Yard | 1972.49 | 812.D | CURB AND GUTTER REMOVAL (ALL TYPES) | Linear Foot/Feet | 1286.06 | 819.A.1 | ADJUST EXISTING STRUCTURE (SIGNS) | Each | 3 | 819.A.2 | ADJUST EXISTING STRUCTURE (MAILBOX) | Each | 7 | 820.A | SAW CUT PAVEMENT (ALL TYPES) | Linear Foot/Feet | 10078.31 | 823.A | SIDEWALK (4 INCH) | Square Yard | 1903 | 823.B | DRIVEWAY (11 INCH) | Square Yard | 420.63 | 825.A | TYPE I PLAIN RIPRAP | Ton | 10 | 825.B | TYPE II PLAIN RIPRAP WITH FILTER BLANKET | Ton | 286 | 825.C | FILTER BLANKET | Ton | 56 | 823.C | CURB RAMP (8 INCH) | Square Yard | 32.67 | 823.D | TACTILE WARNING DEVICE | Square Foot/Feet | 80 | 830.A | PIPE RAILING | Linear Foot/Feet | 212 | 838.B | TEMPORARY SILT FENCE | Linear Foot/Feet | 8310 | 838.C | TEMPORARY SEDIMENT FILTER | Each | 34 | 840.A | SOLID SLAB SODDING | Square Yard | 22606.73 | SP.1 | INLET (DESIGN 2-1) W/ LG JCT BOX | Each | 5 | SP.2 | INLET (DESIGN 2-2) W/ SM JCT BOX | Each | 5 | SP.3 | INLET (DESIGN 2-2) W/ LG JCT BOX | Each | 3 | SP.4 | INLET (DESIGN 2-3) W/ LG JCT BOX | Each | 1 | SP.5 | REINFORCED CONCRETE BOX WEST END SPECIAL END SECTION DETAIL | Each | 1 | SP.6 | REINFORCED CONCRETE BOX EAST END SPECIAL END SECTION DETAIL | Each | 1 | | | 200.A | UNCLASSIFIED EXCAVATION | Cubic Yard | 3690 | | 201.A | EMBANKMENT | Cubic Yard | 20643 | | 202.A | BORROW | Cubic Yard | 16954 | | 204.A | CLEARING AND GRUBBING | Lump-Sum | 1 | | 222.D | DRY PORTLAND CEMENT | Ton | 219 | | 222.E | CEMENTITIOUS STABILIZED SUBGRADE | Square Yard | 24112 | | 225.A | AGGREGATE BASE | Cubic Yard | 105.72 | | 252.C.1 | BORING - CASING (12 INCH) | Linear Foot/Feet | 63 | | 252.C.2 | BORING - CASING (24 INCH) | Linear Foot/Feet | 100 | | 307.B | TACK COAT | Gallon | 2979.23 | | 311.A | SUPER PAVE TYPE S3 (PG 64-22 OK) | Ton | 4062.32 | | 312.A | COLD MILLING PAVEMENT | Square Yard | 15341.72 | | 404.A | STRUCTURAL CONCRETE | Cubic Yard | 207 | | 406.A | HIGH EARLY STRENGTH CONCRETE | Cubic Yard | 155 | | 411.A | REINFORCING STEEL | Pound | 37394 | | 451.A.1 | REINFORCED CONCRETE PIPE (18 INCH) | Linear Foot/Feet | 1024 | | 451.A.2 | REINFORCED CONCRETE PIPE (24 INCH) | Linear Foot/Feet | 116 | | 451.A.3 | REINFORCED CONCRETE PIPE (30 INCH) | Linear Foot/Feet | 2257 | | 451.A.4 | REINFORCED CONCRETE PIPE (36 INCH) | Linear Foot/Feet | 1024 | | 451.A.5 | REINFORCED CONCRETE PIPE (42 INCH) | Linear Foot/Feet | 1070 | | 451.A.6 | REINFORCED CONCRETE PIPE ARCH (22 X 13.5 INCH) | Linear Foot/Feet | 19 | | 451.A.7 | REINFORCED CONCRETE PIPE ARCH (36 X 22 INCH) | Linear Foot/Feet | 228 | | 451.B | REINFORCED CONCRETE PIPE END SECTION (ARCH)(36 INCH X 22 INCH) | Each | 2 | | 455.A.1 | (4') STORM SEWER MANHOLE (0' - 6') | Each | 5 | | 455.A.2 | (5') STORM SEWER MANHOLE (0' - 6') | Each | 9 | | 455.A.3 | (6') STORM SEWER MANHOLE (0' - 6') | Each | 1 | | 457.A.1 | INLET (DESIGN 2-1) | Each | 10 | | 457.A.2 | INLET (DESIGN 2-2) | Each | 8 | | 457.A.3 | INLET (DESIGN 2-3) | Each | 3 | | 457.A.4 | INLET (DESIGN 5) | Each | 4 | | 457.D.1 | JUNCTION BOX (4 FT X 4 FT) | Each | 2 | | 457.D.2 | JUNCTION BOX (5 FT X 5 FT) | Each | 3 | | 635.B | BORE AND STEEL ENCASEMENT (10 INCH) | Linear Foot/Feet | 220 | | 722.A | TRAFFIC STRIPE (PLASTIC) (4 INCH WIDE) | Linear Foot/Feet | 17296.87 | | 722.C | TRAFFIC STRIPE (PLASTIC) (8 INCH WIDE) | Linear Foot/Feet | 655.76 | | 722.E | TRAFFIC STRIPE (PLASTIC) (24 INCH WIDE) | Linear Foot/Feet | 143.86 | | 722.F | TRAFFIC STRIPE (PLASTIC) (ARROWS) | Each | 28 | | 801.A | CONSTRUCTION STAKING (CONSTRUCTION SURVEY) | Lump-Sum | 1 | | 802.A | CONSTRUCTION SIGNING AND TRAFFIC CONTROL | Lump-Sum | 1 | | 809.A | MOBILIZATION | Lump-Sum | 1 | | 811.A.1 | STRUCTURE REMOVAL (RCP END SECTION) | Each | 13 | | 811.A.2 | STRUCTURE REMOVAL (MANHOLE) | Each | 1 | | 811.A.3 | STRUCTURE REMOVAL (EXISTING STRUCTURES) | Each | 1 | | 811.B.1 | STRUCTURE REMOVAL (STORM SEWER RCP) | Linear Foot/Feet | 418.53 | | 811.B.2 | STRUCTURE REMOVAL (STORM SEWER CGMP) | Linear Foot/Feet | 99 | | 812.A.1 | PAVEMENT REMOVAL (ASPHALT) | Square Yard | 4567.52 | | 812.A.2 | PAVEMENT REMOVAL (CONCRETE) | Square Yard | 400.87 | | 812.B | SIDEWALK REMOVAL (ALL TYPES) | Square Yard | 2201.47 | | 812.C | DRIVEWAY REMOVAL (ALL TYPES) | Square Yard | 1972.49 | | 812.D | CURB AND GUTTER REMOVAL (ALL TYPES) | Linear Foot/Feet | 1286.06 | | 819.A.1 | ADJUST EXISTING STRUCTURE (SIGNS) | Each | 3 | | 819.A.2 | ADJUST EXISTING STRUCTURE (MAILBOX) | Each | 7 | | 820.A | SAW CUT PAVEMENT (ALL TYPES) | Linear Foot/Feet | 10078.31 | | 823.A | SIDEWALK (4 INCH) | Square Yard | 1903 | | 823.B | DRIVEWAY (11 INCH) | Square Yard | 420.63 | | 825.A | TYPE I PLAIN RIPRAP | Ton | 10 | | 825.B | TYPE II PLAIN RIPRAP WITH FILTER BLANKET | Ton | 286 | | 825.C | FILTER BLANKET | Ton | 56 | | 823.C | CURB RAMP (8 INCH) | Square Yard | 32.67 | | 823.D | TACTILE WARNING DEVICE | Square Foot/Feet | 80 | | 830.A | PIPE RAILING | Linear Foot/Feet | 212 | | 838.B | TEMPORARY SILT FENCE | Linear Foot/Feet | 8310 | | 838.C | TEMPORARY SEDIMENT FILTER | Each | 34 | | 840.A | SOLID SLAB SODDING | Square Yard | 22606.73 | | SP.1 | INLET (DESIGN 2-1) W/ LG JCT BOX | Each | 5 | | SP.2 | INLET (DESIGN 2-2) W/ SM JCT BOX | Each | 5 | | SP.3 | INLET (DESIGN 2-2) W/ LG JCT BOX | Each | 3 | | SP.4 | INLET (DESIGN 2-3) W/ LG JCT BOX | Each | 1 | | SP.5 | REINFORCED CONCRETE BOX WEST END SPECIAL END SECTION DETAIL | Each | 1 | | SP.6 | REINFORCED CONCRETE BOX EAST END SPECIAL END SECTION DETAIL | Each | 1 | **Line Items**: | Code | Description | UOM | Qty | |---|---|---|---| | 307.B | TACK COAT | Gallon | 3928.67 | | 311.A.1 | SUPERPAVE TYPE S3 (PG 70-28 OK) | Ton | 3352.14 | | 311.A.2 | SUPERPAVE TYPE S3 (PG 64-22 OK) | Ton | 2757 | | 311.C | SUPERPAVE TYPE S5 (PG 70-28 OK) | Ton | 3641.88 | | 311.F | RICH BOTTOM LAYER (PG 64-22 OK) | Ton | 4183.49 | | 311.I | RICH INTERMEDIATE LAYER (PG 64-22 OK) | Ton | 879.29 | | 312.A | COLD MILLING PAVEMENT | Square Yard | 15341.72 | | 829.A | CURB AND GUTTER | Linear Foot/Feet | 9507 | **Line Items**: | Code | Description | UOM | Qty | |---|---|---|---| | 222.E | CEMENTITIOUS STABILIZED SUBGRADE | Square Yard | 12557 | | 222.D | DRY PORTLAND CEMENT | Ton | 219 | | 311.A | SUPERPAVE TYPE S3 (PG 64-22 OK) | Ton | 2473.25 | | 314.B | DOWEL JOINTED P.C.C. PAVT. (PLACEMENT) | Square Yard | 31734.53 | | 812.A | PAVEMENT REMOVAL (ASPHALT) | Square Yard | 15364.2 | | 820.A | SAW CUT PAVEMENT (ALL TYPES) | Linear Foot/Feet | 8771.14 | | 829.B | INTEGRAL CURB | Linear Foot/Feet | 9507 | **Line Items**: | Code | Description | UOM | Qty | |---|---|---|---| | 501.A.1 | (6")(DIP) WATERLINE PIPE (NOM WALL THICK 0.28) | Linear Foot/Feet | 77 | | 501.A.2 | (12")(DIP) WATERLINE PIPE (NOM WALL THICK 0.34) | Linear Foot/Feet | 162 | | 501.A.3 | (16")(DIP) WATERLINE PIPE (NOM WALL THICK 0.37) | Linear Foot/Feet | 59 | | 501.C.1 | FITTINGS (6" SOLID SLEEVE (MJ)) | Each | 2 | | 501.C.2 | FITTINGS (16" SOLID SLEEVE (MJ)) | Each | 2 | | 501.C.3 | FITTINGS (6" X 22.5 DEGREE BEND (MJ)) | Each | 4 | | 501.C.4 | FITTINGS (12" X 45 DEGREE BEND (MJ)) | Each | 3 | | 501.C.5 | FITTINGS (12" X 90 DEGREE BEND (MJ)) | Each | 1 | | 501.C.6 | FITTINGS (16" X 22.5 DEGREE BEND (MJ)) | Each | 4 | | 503.C | SINGLE LONG SERVICE (2") | Each | 3 | | 505.A.1 | TAP (12" X 12") | Each | 1 | | 505.A.2 | TAP (16" X 12") | Each | 1 | | 513.A | HYDROSTATIC PRESSURE TESTING AND DISINFECTION | Lump-Sum | 1 | | 518.A.1 | STEEL CASING PIPE (12") | Linear Foot/Feet | 63 | | 518.A.2 | STEEL CASING PIPE (24") | Linear Foot/Feet | 100 | | 518.A.3 | STEEL CASING PIPE (36") | Linear Foot/Feet | 40 | | SP.1 | GPS AS-BUILT SURVEY | Lump-Sum | 1 | **Line Items**: | Code | Description | UOM | Qty | |---|---|---|---| | 501.A.1 | (16")(DIP) WATERLINE PIPE (NOM WALL THICK 0.37) | Linear Foot/Feet | 885 | | 501.C.1 | FITTINGS (16" SOLID SLEEVE (MJ)) | Each | 2 | | 501.C.2 | FITTINGS (16" X 22.5 DEGREE BEND (MJ)) | Each | 4 | | 513.A | HYDROSTATIC PRESSURE TESTING AND DISINFECTION | Lump-Sum | 1 | | 809.A | MOBILIZATION | Lump-Sum | 1 | | SP.1 | GPS AS-BUILT SURVEY | Lump-Sum | 1 | **Questions and Answers**: - Q1 Arrow Right Question: Award Criteria Will the selection of Alternate 1 or Alternate 2 be based solely on lowest cost or will other criteria be considered? Arrow Right Answer: Other criteria will be considered, such as life-cycle. 03/25/2026 04:09 PM EDT 03/26/2026 10:55 AM EDT - Q2 Arrow Right Question: Q/A Deadline Can the Q/A deadline be moved to sometime after the pre-bid conference to allow any questions that arise to be submitted online? Arrow Right Answer: All questions must be submitted through BidNet prior to the pre-bid conference. The pre-bid conference will consist of a review of the questions submitted via BidNet, along with any updates or changes to the plan set. Any additional clarifications or details will be addressed through a formal addendum. 03/30/2026 04:59 PM EDT 03/31/2026 12:17 PM EDT - Q3 Arrow Right Question: Bid Alternates Is the contractor required to bid both bid alternates, or can we select only 1 and choose not to bid the other? Arrow Right Answer: Please bid on both alternates to avoid potential bid defects or irregularities. 03/31/2026 06:52 PM EDT 04/02/2026 10:57 AM EDT - Q4 Arrow Right Question: Plan Quantity Only - CAD Files Can the CAD files be provided in order to verify excavation, embankment, and borrow quantities since they are pay plan quantity only items? Arrow Right Answer: CAD files can be provided. This will be addressed by addendum. 04/01/2026 10:28 AM EDT 04/03/2026 03:29 PM EDT - Q5 Arrow Right Question: Traffic Control Devices & Temporary Striping Can a summary of the traffic control devices, quantity of barrier walls and temporary striping be provided? Arrow Right Answer: This will be addressed by addendum. 04/01/2026 05:16 PM EDT 04/03/2026 03:29 PM EDT - Q6 Arrow Right Question: Cold Milling Pavement Is Base Bid pay item #12 - 312.A Cold Milling Pavement - 15,341.72 SY a duplication of of Alternate No. 1 pay item #77 - 312.A Cold Milling Pavement - 15,341.72 SY? Arrow Right Answer: Item 12 “312.A COLD MILLING PAVEMENT” of the Base Bid should only be used during Bid Alternate 1 Asphalt Pavement. This item is a duplicate and will be removed from the plans by addendum. 04/01/2026 05:19 PM EDT 04/03/2026 03:29 PM EDT - Q7 Arrow Right Question: GeoTech and Core Reports Can the geotech and core reports for this project be provided before the mandatory pre-bid meeting? Arrow Right Answer: The Geotechnical Engineering Report will be provided by addendum. 04/02/2026 11:03 AM EDT 04/03/2026 03:29 PM EDT - Q8 Arrow Right Question: Ongoing Projects Will the timeframe on this project be affected by the ongoing project at I-40? Arrow Right Answer: Timeframe of this project is not anticipated to be impacted by the project at I-40. 04/02/2026 11:04 AM EDT 04/03/2026 03:29 PM EDT - Q9 Arrow Right Question: Existing Traffic Stripe Can a pay item for the removal of existing traffic stripe be added to this project? Arrow Right Answer: Bid Alternate 1and Bid Alternate 2 involve removal of existing pavement. Removal of existing striping is a function of Construction Signing And Traffic Control. Please include all removal of existing striping in this lump sum pay item. 04/02/2026 11:05 AM EDT 04/03/2026 03:29 PM EDT - Q10 Arrow Right Question: Project Phasing and the Alternates Will both the Asphalt and Concrete Alternates follow the same construction phasing as outlined in the plans? Arrow Right Answer: Construction Sequence phasing was developed for Bid Alternate 1 (Asphalt), but the general sequencing can also be used Bid Alternate 2. Areas shown as “MILL &OVERLAY” in SEQUENCING TYPCALS sheets will be full depth concrete reconstruction. As such, drop off heights and length of portable longitudinal barrier may vary. 04/02/2026 11:05 AM EDT 04/03/2026 03:29 PM EDT - Q11 Arrow Right Question: Q/A Deadline If a formal addendum is issued, will the Questions & Answers deadline be extended and for how many days? Arrow Right Answer: The Questions & Answers deadline is not expected to be extended. Answers and revisions to the plans will be issued as soon as available to help alleviate concerns prior to the Questions & Answers deadline. 04/02/2026 01:37 PM EDT 04/03/2026 03:29 PM EDT - Q12 Arrow Right Question: Guardrail Pay Items There is a schedule of guardrail on sheet 8, but there are not any pay items for the work. Can the pay items be added? Arrow Right Answer: A12. “827.A BEAM TYPE GUARDRAIL (SINGLE)” and “827.D NEW EXTRUDER TERMINAL” pay items will be added to the Summary of Pay Quantities. 04/02/2026 02:28 PM EDT 04/03/2026 04:31 PM EDT - Q13 Arrow Right Question: Storm Sewer Pay quantity note #18 requires that "All pipes under pavement shall be o-ring and backfilled with Type A Aggregate full depth." The majority of the storm sewer pipe system on the East side of the roadway is connected together by a series of combination junction box/inlet structures. The trench excavation for the storm sewer pipe will extend underneath a portion of the subgrade and curb & gutter sections. Will these pipes be classified as under the pavement, and required to be o-ring and backfilled with Type A Aggregate full depth? Arrow Right Answer: The storm sewer trunk line on the east side of the alignment, flowing north to south and connected via combined inlet/junction boxes, is not directly under driving lanes, as such it is not considered under pavement, so Note 18 does not apply. 04/03/2026 05:23 PM EDT 04/07/2026 11:36 AM EDT - Q14 Arrow Right Question: O-Ring Storm Sewer Pipe Pay quantity note #29 states that the Drainage Design Record will include a Description of RCP's that include an O-Ring. We have located the Drainage Design Record on Sheet No. 20 of the plans, but we cannot find any descriptions that identify O-Ring that is required. Can this summary be updated for Descriptions of RCP's that include an O-Ring? Arrow Right Answer: “The SUMMARY OF DRAINAGE STRUCTURES (Sheet 9) has identified all pipe runs that require O-rings. See * note at bottom of table on sheet 9.” 04/03/2026 05:28 PM EDT 04/07/2026 11:36 AM EDT - Q15 Arrow Right Question: Waterline Relocation For the two water mains crossing Cemetery Road that are to be lowered (Station 112+31 and Station 144+78), how long is Cemetery Road to be closed for these utility line lowerings? Arrow Right Answer: The preference from OCWUT is to install these crossings via boring at the start of construction, thereby lowering the crossings and avoiding a conflict. Regarding “STEEL CASING PIPE”, Section 518.01 of the City of Oklahoma City Standard Specifications states that “…covers steel pipe intended to be used as a casing pipe for boring and micro and small diameter tunneling installations”, while Section 815.03 states “Installation method will be included in the payment for "Steel Casing Pipe."”. Please bid this include the cost of installation (boring) in this pay item. 04/07/2026 11:01 AM EDT 04/08/2026 11:25 AM EDT

1. March 25, 2026Published
2. April 22, 2026Responses Due