Contract ID: | 100503 | Estimate Number: | 0033 | Contract No: | 610459 | |||
Residency: | EDMOND (04400) | Estimate Type: | Progressive | Account No: | 400400 | |||
Project Number(s): | OKCY-XTWN(009), OKCY-XTWN(012)TI, SEC115-155N(807)SG | ||||||||||||
Primary Job Piece No: | 17428(28) | ||||||||||||
Contract Description: | SURFACING AND TRAFFIC CONTROL I-40: FROM JUST WEST OF MAY AVE., EXTEND EAST IN OKLAHOMA CITY. PROJECT LENGTH = 2.298 MILES. | ||||||||||||
Primary County: | OKLAHOMA | ||||||||||||
Name of Road: | I-40 | ||||||||||||
Prime Contractor: | DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV | ||||||||||||
P.O. BOX 3788 | |||||||||||||
EDMOND , OK 73083 | |||||||||||||
Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
Date Let: | 08/19/2010 | NTP Effective Date: | 11/08/2010 | Pay Period: | 02/16/2012 TO 03/31/2012 |
Date Awarded: | 09/07/2010 | Date Work Began: | 10/20/2010 | Original Contract Time: | 370 |
Date Contract Executed: | 09/20/2010 | Date Time Stopped: | Current Time Charged: | 448.00 | |
Date NTP Issued: | 09/27/2010 | Completion Date: | Current Time Allowed: | 526.00 | |
General Liability Expires: | 03/01/2013 | Workman's Comp Expires: | 03/01/2013 | Percent Time Used: | 85.17 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $30,957,881.83 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $29,346,556.72 | Participating: | $28,417,907.88 | $28,195,008.39 | $222,899.49 | ||
Percent Complete: | 95.95 % | Non Participating: | $1,455,992.31 | $1,455,992.31 | $0.00 | ||
Funds Available: | $1,254,392.06 | Total Earnings: | $29,873,900.19 | $29,651,000.70 | $222,899.49 | ||
Unearned Balance: | $-356,933.05 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $29,873,900.19 | $29,651,000.70 | $222,899.49 | ||||
Other Adjustments: | $-170,410.42 | $-172,104.15 | $1,693.73 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $29,703,489.77 | $29,478,896.55 | $224,593.22 |
Contract ID: | 100503 | Estimate Number: | 0033 | Primary JP: | 17428(28) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Special Provisions | Approved | 03/24/2011 | 0.0 | $0.00 |
002 | Completion Date for Internal Milestone | Approved | 03/24/2011 | 120.0 | $0.00 |
003 | Changing Item to Pay Plan Quantity, Adding New Item | Approved | 05/12/2011 | 0.0 | $-60,900.00 |
005 | Adding new pay items, Revising existing item | Approved | 09/19/2011 | 0.0 | $38,543.68 |
006 | Modifying drainage structures, adding pay items for bridges | Approved | 12/06/2011 | 0.0 | $45,832.70 |
007 | Time Extension / B Bid | Approved | 11/30/2011 | 312.0 | $0.00 |
008 | Traffic Items and Structures | Approved | 02/07/2012 | 0.0 | $87,848.73 |
009 | Overhead Sign Structures | Pending | 0 | 0.0 | $149,658.76 |
010 | B Bid Incentive | Approved | 02/07/2012 | 0.0 | $1,500,000.00 |
011 | Drainage Remediation Station | Pending | 0 | 0.0 | $33,494.87 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0031 | $-14,206.99 |
17428(28) | 0028 | Paint | Stockpiled Material Initial Payment | 0012 | $140,271.11 |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0030 | $-22,914.50 |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0025 | $-23,897.53 |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0014 | $-1,050.74 |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0019 | $-9,940.20 |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0015 | $-1,970.65 |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0016 | $-5,131.59 |
17428(28) | 0028 | Paint | Stockpiled Material Closure | 0032 | $-34.36 |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0018 | $-10,709.21 |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0020 | $-21,931.47 |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0024 | $-28,483.87 |
17428(28) | 0028 | Sp. Surface Finish | Stockpiled Material Adjustment | 0030 | $-10,297.30 |
17428(28) | 0028 | Sp. Surface Finish | Stockpiled Material Adjustment | 0031 | $-6,384.33 |
17428(28) | 0028 | Sp. Surface Finish | Stockpiled Material Adjustment | 0025 | $-10,739.05 |
17428(28) | 0028 | Sp. Surface Finish | Stockpiled Material Adjustment | 0024 | $-12,800.06 |
17428(28) | 0028 | Sp. Surface Finish | Stockpiled Material Closure | 0032 | $-12,958.63 |
17428(28) | 0028 | Sp. Surface Finish | Stockpiled Material Initial Payment | 0020 | $63,034.92 |
17428(28) | 0028 | Sp. Surface Finish | Stockpiled Material Adjustment | 0020 | $-9,855.55 |
17428(28) | 0048 | Fence | Stockpiled Material Initial Payment | 0009 | $44,021.97 |
17428(28) | 0048 | Fence | Stockpiled Material Adjustment | 0018 | $-9,634.19 |
17428(28) | 0048 | Fence | Stockpiled Material Adjustment | 0028 | $-3,522.09 |
17428(28) | 0048 | Fence | Stockpiled Material Closure | 0029 | $-4,932.57 |
17428(28) | 0048 | Fence | Stockpiled Material Adjustment | 0017 | $-25,933.12 |
17428(31) | 0145 | Paint | Stockpiled Material Initial Payment | 0012 | $201,990.10 |
17428(31) | 0145 | Paint | Stockpiled Material Adjustment | 0030 | $-74,507.60 |
17428(31) | 0145 | Paint | Stockpiled Material Closure | 0032 | $-22,966.96 |
17428(31) | 0145 | Paint | Stockpiled Material Adjustment | 0020 | $-10,498.68 |
17428(31) | 0145 | Paint | Stockpiled Material Adjustment | 0014 | $-11,473.50 |
17428(31) | 0145 | Paint | Stockpiled Material Adjustment | 0028 | $-16,158.24 |
17428(31) | 0145 | Paint | Stockpiled Material Adjustment | 0031 | $-37,253.80 |
17428(31) | 0145 | Paint | Stockpiled Material Adjustment | 0026 | $-29,131.32 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0028 | $-3,643.58 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0020 | $-2,367.39 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Closure | 0032 | $-7,766.11 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0026 | $-6,568.93 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Initial Payment | 0020 | $45,547.51 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0031 | $-8,400.50 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0030 | $-16,801.00 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0028 | $-7,322.90 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0026 | $-13,202.29 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Initial Payment | 0021 | $91,508.02 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Closure | 0032 | $-20,332.63 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0031 | $-16,883.40 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0030 | $-33,766.80 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0031 | $-6,753.30 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0030 | $-13,506.60 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Initial Payment | 0021 | $36,616.39 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Closure | 0032 | $-8,146.48 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0026 | $-5,280.87 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0028 | $-2,929.14 |
17428(31) | 0177 | Fence | Stockpiled Material Closure | 0029 | $-7,505.91 |
17428(31) | 0177 | Fence | Stockpiled Material Adjustment | 0018 | $-9,146.75 |
17428(31) | 0177 | Fence | Stockpiled Material Adjustment | 0025 | $-20,039.06 |
17428(31) | 0177 | Fence | Stockpiled Material Adjustment | 0020 | $-14,767.46 |
17428(31) | 0177 | Fence | Stockpiled Material Initial Payment | 0009 | $63,747.94 |
17428(31) | 0177 | Fence | Stockpiled Material Adjustment | 0028 | $-12,288.76 |
17428(31) | 0183 | Reinforcing Steel | Stockpiled Material Initial Payment | 0004 | $10,779.16 |
17428(31) | 0183 | Reinforcing Steel | Stockpiled Material Adjustment | 0005 | $-5,913.14 |
17428(31) | 0183 | Reinforcing Steel | Stockpiled Material Adjustment | 0006 | $-3,788.10 |
17428(31) | 0183 | Reinforcing Steel | Stockpiled Material Adjustment | 0007 | $-1,077.92 |
17428(31) | 0184 | Reinforcing Steel | Stockpiled Material Adjustment | 0009 | $-1,319.52 |
17428(31) | 0184 | Reinforcing Steel | Stockpiled Material Initial Payment | 0004 | $4,757.92 |
17428(31) | 0184 | Reinforcing Steel | Stockpiled Material Adjustment | 0008 | $-3,438.40 |
17428(31) | 0185 | Reinforcing Steel | Stockpiled Material Initial Payment | 0004 | $21,000.32 |
17428(31) | 0185 | Reinforcing Steel | Stockpiled Material Adjustment | 0012 | $-21,000.32 |
17428(31) | 0195 | Reinforcing Steel | Stockpiled Material Initial Payment | 0005 | $1,171.86 |
17428(31) | 0195 | Reinforcing Steel | Stockpiled Material Adjustment | 0015 | $-279.01 |
17428(31) | 0195 | Reinforcing Steel | Stockpiled Material Adjustment | 0017 | $-892.85 |
17428(31) | 0197 | Reinforcing Steel | Stockpiled Material Closure | 0032 | $-2,864.14 |
17428(31) | 0197 | Reinforcing Steel | Stockpiled Material Adjustment | 0012 | $-5,321.02 |
17428(31) | 0197 | Reinforcing Steel | Stockpiled Material Adjustment | 0017 | $-5,091.29 |
17428(31) | 0197 | Reinforcing Steel | Stockpiled Material Initial Payment | 0005 | $13,276.45 |
22873(09) | 0319 | Message Sign | Stockpiled Material Initial Payment | 0017 | $104,605.72 |
22873(09) | 0319 | Message Sign | Stockpiled Material Adjustment | 0029 | $-104,605.72 |
22873(09) | 0320 | Support Equipment | Stockpiled Material Initial Payment | 0017 | $13,986.88 |
22873(09) | 0320 | Support Equipment | Stockpiled Material Adjustment | 0029 | $-13,986.88 |
22873(09) | 0322 | Lane Control Sign | Stockpiled Material Adjustment | 0029 | $-47,663.32 |
22873(09) | 0322 | Lane Control Sign | Stockpiled Material Initial Payment | 0017 | $47,663.32 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
Progressive Adjustment of Liquidated Damages | 0028 | -1.0 | $2,000.00 | $2,000.00 |
System Application of Liquidated Damages | 0028 | --1.0 | $2,000.00 | $-2,000.00 |
Progressive Adjustment of Liquidated Damages | 0029 | --1.0 | $2,000.00 | $-2,000.00 |
System Application of Liquidated Damages | 0029 | -1.0 | $2,000.00 | $2,000.00 | Subtotals For Liquidated Damages | $0.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
No general contract adjustments have been created on this contract. | Subtotals For Contract Adjustments | $0.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
17428(28) | 0022 | P.C. CONCRETE FOR PAVEMENT | * Material Discrepancy Adjustments | 0029 | 1.00 | $-189,356.00 | $-189,356.00 |
17428(31) | 0136 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0010 | 291.07 | $-0.87 | $-253.67 |
17428(31) | 0136 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0020 | 1,662.80 | $2.86 | $4,766.42 |
17428(31) | 0136 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0024 | 237.32 | $2.86 | $680.28 |
17428(31) | 0136 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0026 | 97.30 | $2.65 | $258.48 |
17428(31) | 0136 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0030 | 476.36 | $1.92 | $915.33 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 27.95 | $-1.39 | $-39.03 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0007 | -27.95 | $56.23 | $-1,571.63 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 377.70 | $-0.87 | $-329.17 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 295.82 | $-0.87 | $-257.81 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 2,019.57 | $0.13 | $275.67 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 2,051.64 | $2.86 | $5,881.03 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0024 | 722.51 | $2.86 | $2,071.08 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0025 | 793.85 | $2.65 | $2,108.86 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0030 | 416.21 | $1.92 | $799.75 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0033 | 835.79 | $2.02 | $1,693.73 |
17428(31) | 0138 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0024 | 1,351.25 | $3.27 | $4,426.70 |
17428(31) | 0138 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0026 | 156.57 | $3.03 | $475.35 |
17428(31) | 0138 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0030 | 347.01 | $2.19 | $762.03 |
17428(31) | 0142 | P.C. CONCRETE FOR PAVEMENT | * Material Discrepancy Adjustments | 0029 | 1.00 | $-2,058.44 | $-2,058.44 |
17428(31) | 0142 | P.C. CONCRETE FOR PAVEMENT | * Material Discrepancy Adjustments | 0029 | 1.00 | $-501.79 | $-501.79 |
17428(31) | 0178 | FENCE-STYLE CLF (6'HIGH, CLASS B) | * Material Discrepancy Adjustments | 0029 | 1.00 | $-1,157.59 | $-1,157.59 | Subtotals For Line Item Adjustments | $-170,410.42 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | TIME 'B' BID | 10/20/2010 | 11/20/2011 | 496.00 DYS | $15,000.00 | Y | |||
02 | Internal Milestone/SEC115-155N(807)SG | 10/20/2010 | 02/17/2011 | 120.00 DYS | $1,500.00 | Y | |||
03 | Internal Milestone/OKCY-XTWN(009) | 10/20/2010 | 05/16/2011 | Complete By 06/01/2011 | $10,000.00 | Y |
MILESTONE ADJUSTMENTS | |||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
Milestone Adjust. (Prog. Est. Only) | 0010 | $420,000.00 | |
Milestone Adjust. (Prog. Est. Only) | 0011 | $-420,000.00 | |
Milestone Adjust. (Prog. Est. Only) | 0024 | $75,000.00 | |
Milestone Adjust. (Prog. Est. Only) | 0025 | $225,000.00 | |
Milestone Adjust. (Prog. Est. Only) | 0027 | $15,000.00 | |
Milestone Adjust. (Prog. Est. Only) | 0027 | $240,000.00 | |
Milestone Adjust. (Prog. Est. Only) | 0028 | $210,000.00 | |
Milestone Adjust. (Prog. Est. Only) | 0029 | $-765,000.00 | |
Milestone Adjust. (Prog. Est. Only) | 0029 | $750,000.00 | |
Milestone Adjust. (Prog. Est. Only) | 0032 | $-750,000.00 | |
01 | System Application of Disincentive Adj | 0024 | $-75,000.00 |
01 | System Application of Disincentive Adj | 0025 | $-225,000.00 |
01 | System Application of Disincentive Adj | 0026 | $-240,000.00 |
01 | System Application of Disincentive Adj | 0027 | $-15,000.00 |
01 | System Application of Disincentive Adj | 0028 | $-210,000.00 |
01 | System Application of Disincentive Adj | 0029 | $75,000.00 |
01 | System Application of Disincentive Adj | 0029 | $240,000.00 |
01 | System Application of Disincentive Adj | 0029 | $15,000.00 |
01 | System Application of Disincentive Adj | 0029 | $225,000.00 |
01 | System Application of Disincentive Adj | 0029 | $210,000.00 |
03 | System Application of Disincentive Adj | 0008 | $-140,000.00 |
03 | System Application of Disincentive Adj | 0009 | $-130,000.00 |
03 | System Application of Disincentive Adj | 0010 | $-150,000.00 |
03 | System Application of Disincentive Adj | 0011 | $140,000.00 |
03 | System Application of Disincentive Adj | 0011 | $150,000.00 |
03 | System Application of Disincentive Adj | 0011 | $130,000.00 | Subtotals For Milestones | $0.00 |
Contract ID: | 100503 | Estimate Number: | 0033 | Primary JP: | 17428(28) | |||
Line Item Number | Item Description | Item Number | Units | Bid Qty | Current Quantity | Quantity Paid This Est. | Quantity Paid To Date | Unit Price | Amount Paid This Est. | Amount Paid To Date |
Fed/State Project Number: OKCY-XTWN(009) | Project: 17428(28) | Category: 0100/ROADWAY - OKCY-XTWN(009) | ||||||||
0001 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 23,213.000 | 23,213.000 | 11,903.000 | $1.87 | $0.00 | $22,258.61 | |
0002 | UNCLASSIFIED BORROW (TOPSOIL) | 202(D) 4781 | CY | 1,000.000 | 1,000.000 | 0.000 | $8.00 | $0.00 | $0.00 | |
0003 | EARTHWORK | 202(H) 0185 | LSUM | 1.000 | 1.000 | 1.000 | $135,000.00 | $0.00 | $135,000.00 | |
0004 | TEMPORARY SLOPE DRAINS | 221(A) 2800 | LF | 162.000 | 162.000 | 0.000 | $10.65 | $0.00 | $0.00 | |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 4,550.000 | 4,550.000 | 8,934.000 | $1.70 | $0.00 | $15,187.80 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 315.000 | 315.000 | 0.000 | $7.46 | $0.00 | $0.00 | |
0007 | (PL)TEMPORARY INLET SEDIMENT FILTER | 221(H) 0450 | EA | 308.000 | 308.000 | 0.000 | $47.93 | $0.00 | $0.00 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 6,739.000 | 6,739.000 | 22,815.120 | $1.54 | $0.00 | $35,135.28 | |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 1.340 | 1.340 | 2.110 | $532.50 | $0.00 | $1,123.57 | |
0010 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 0.650 | 0.650 | 2.280 | $852.00 | $0.00 | $1,942.56 | |
0011 | MOWING | 241 2832 | AC | 5.400 | 5.400 | 0.000 | $63.90 | $0.00 | $0.00 | |
0012 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 21,944.000 | 21,944.000 | 21,944.000 | $38.00 | $0.00 | $833,872.00 | |
0013 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 109,014.000 | 109,014.000 | 107,505.100 | $4.30 | $0.00 | $462,271.92 | |
0014 | CEMENT TREATED BASE | 317 4270 | SY | 14,985.000 | 14,985.000 | 14,255.230 | $9.55 | $0.00 | $136,137.45 | |
0015 | OPEN-GRADED PORTLAND CEMENT BASE | 319(B) 5254 | SY | 91,653.000 | 91,653.000 | 91,653.000 | $8.50 | $0.00 | $779,050.52 | |
0016 | SEPARATOR FABRIC | 325 5271 | SY | 276,759.000 | 276,759.000 | 276,759.000 | $1.25 | $0.00 | $345,948.75 | |
0017 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 100.000 | 100.000 | 0.000 | $35.00 | $0.00 | $0.00 | |
0018 | PRIME COAT | 408 5774 | GAL | 16,220.000 | 16,220.000 | 0.000 | $3.16 | $0.00 | $0.00 | |
0019 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 30,429.000 | 30,429.000 | 28,167.630 | $5.00 | $0.00 | $140,838.15 | |
0020 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 8,177.000 | 8,177.000 | 11,279.330 | $11.00 | $0.00 | $124,072.63 | |
0021 | CONT. REINF. P.C.C. PAVEMENT(PLACEMENT) | 414(C) 4425 | SY | 65,672.000 | 65,672.000 | 64,022.000 | $19.00 | $0.00 | $1,216,418.00 | |
0022 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 33,687.000 | 33,687.000 | 33,473.950 | $85.00 | $0.00 | $2,845,285.75 | |
0023 | TYPE 1 TERMINAL JOINT | 414(I) 5262 | EA | 2.000 | 2.000 | 0.000 | $950.00 | $0.00 | $0.00 | |
0024 | TYPE 2 TERMINAL JOINT | 414(I) 5264 | EA | 4.000 | 4.000 | 0.000 | $1,092.46 | $0.00 | $0.00 | |
0025 | TERMINAL JOINT SLEEPER SLAB | 414(J) 5263 | SY | 317.000 | 317.000 | 0.000 | $51.52 | $0.00 | $0.00 | |
0026 | PARAPET ORNAMENT | 504 6415 | EA | 24.000 | 24.000 | 24.000 | $1,000.00 | $0.00 | $24,000.00 | |
0027 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 5,408.000 | 5,408.000 | 5,064.000 | $39.00 | $0.00 | $197,496.00 | |
0028 | SPECIAL CONCRETE FINISH | 509 6152 | SY | 61,215.000 | 61,215.000 | 520.000 | 61,720.000 | $10.10 | $5,252.00 | $623,372.02 |
0029 | CLASS AA CONCRETE | 509(A) 0319 | CY | 1,213.000 | 1,213.000 | 1,213.000 | $145.03 | $0.00 | $175,921.39 | |
0030 | CLASS A CONCRETE(LONG. BAR. DES. 1-A) | 509(B) 0325 | CY | 835.000 | 835.000 | 835.000 | $175.34 | $0.00 | $146,408.90 | |
0031 | CLASS C CONCRETE | 509(D) 0325 | CY | 10.000 | 10.000 | 3.420 | $266.25 | $0.00 | $910.58 | |
0032 | REINFORCING STEEL | 511(A) 0332 | LB | 79,756.000 | 79,756.000 | 79,756.000 | $1.10 | $0.00 | $87,731.60 | |
0033 | EPOXY COATED REINFORCING STEEL | 511(B) 4269 | LB | 201,700.000 | 201,700.000 | 201,700.000 | $0.99 | $0.00 | $199,683.00 | |
0034 | CONCRETE CURB (4" MNTBLE-INTEGRAL) | 609(A) 0287 | LF | 8,052.000 | 0.000 | 0.000 | $0.48 | $0.00 | $0.00 | |
0035 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 293.000 | 293.000 | 283.000 | $4.23 | $0.00 | $1,197.09 | |
0036 | 2'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1525 | LF | 113.000 | 113.000 | 135.000 | $17.88 | $0.00 | $2,413.80 | |
0037 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 8,984.000 | 8,984.000 | 12,491.840 | $35.00 | $0.00 | $437,214.40 | |
0038 | INLET CI DES. 3 (STD) | 611(G) 5120 | EA | 2.000 | 2.000 | 2.000 | $4,579.50 | $0.00 | $9,159.00 | |
0039 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 30.000 | 30.000 | 31.000 | $434.14 | $0.00 | $13,458.34 | |
0040 | INLET ADJUST TO GRADE | 612(C) 0645 | EA | 102.000 | 102.000 | 102.000 | $852.48 | $0.00 | $86,952.96 | |
0041 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 45.000 | 45.000 | 48.000 | $56.45 | $0.00 | $2,709.60 | |
0042 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 13,201.000 | 13,201.000 | 12,822.000 | $6.98 | $0.00 | $89,497.56 | |
0043 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1096 | LF | 180.000 | 180.000 | 231.000 | $6.93 | $0.00 | $1,600.83 | |
0044 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 4.000 | 4.000 | 0.000 | $346.13 | $0.00 | $0.00 | |
0045 | (PL)VIDEO INSPECTION OF CONDUIT | 613(Y) 0100 | LF | 36,764.000 | 36,764.000 | 10,749.000 | $1.33 | $0.00 | $14,296.17 | |
0046 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 247.000 | 247.000 | 247.000 | $5.24 | $0.00 | $1,294.28 | |
0047 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 751.000 | 751.000 | 751.000 | $8.12 | $0.00 | $6,098.12 | |
0048 | FENCE-STYLE CLF (8'HIGH, CLASS A) | 624(E) 4294 | LF | 5,337.000 | 5,337.000 | 7,208.000 | $21.03 | $0.00 | $151,584.24 | |
0049 | GATES-STYLE CLF (8'HIGH X 8'LONG) | 624(F) 5990 | EA | 2.000 | 2.000 | 4.000 | $612.38 | $0.00 | $2,449.52 | |
0050 | CONCRETE LONGITUDINAL BARRIER, DESIGN 1 | 627(A) 4317 | LF | 3,105.000 | 3,105.000 | 3,105.000 | $33.97 | $0.00 | $105,476.85 | |
0051 | (SP)IMPACT ATTENUATOR | 871(A) 8325 | EA | 1.000 | 1.000 | 1.000 | $24,495.00 | $0.00 | $24,495.00 | |
8008 | CONC.CURB(6" MNTBLE-INTEGRAL) | 609(A) 0288 | LF | 0.000 | 8,052.000 | 8,120.000 | $0.48 | $0.00 | $3,897.60 | |
Subtotals For Category 0100/ROADWAY - OKCY-XTWN(009) | $5,252.00 | $9,503,861.84 | ||||||||
Fed/State Project Number: OKCY-XTWN(009) | Project: 17428(28) | Category: 0300/TRAFFIC SIGNAL - OKCY-XTWN(009) | ||||||||
0052 | 3/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8300 | LF | 120.000 | 120.000 | 120.000 | $8.52 | $0.00 | $1,022.40 | |
0053 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 20.000 | 20.000 | 20.000 | $12.78 | $0.00 | $255.60 | |
0054 | 3" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8316 | LF | 240.000 | 240.000 | 389.000 | $15.98 | $0.00 | $6,216.22 | |
0055 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 445.000 | 445.000 | 313.000 | $3.46 | $0.00 | $1,082.98 | |
0056 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 530.000 | 530.000 | 461.000 | $19.17 | $0.00 | $8,837.37 | |
0057 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 210.000 | 210.000 | 117.000 | $8.52 | $0.00 | $996.84 | |
0058 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 7.000 | 7.000 | 4.000 | $426.00 | $0.00 | $1,704.00 | |
0059 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 9.000 | 9.000 | 5.000 | $213.00 | $0.00 | $1,065.00 | |
0060 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 2.000 | 2.000 | 2.000 | $239.63 | $0.00 | $479.26 | |
0061 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 20.800 | 20.800 | 20.800 | $426.00 | $0.00 | $8,860.80 | |
0062 | REINFORCING STEEL | 804(B) 2916 | LB | 3,122.900 | 3,122.900 | 3,122.900 | $1.33 | $0.00 | $4,153.45 | |
0063 | 32'MH POLE 40'TS & 10'LMA(G.STL.) | 806(A) 8312 | EA | 1.000 | 1.000 | 1.000 | $14,299.76 | $0.00 | $14,299.76 | |
0064 | 32'MH POLE 45'TS & 10'LMA(G.STL.) | 806(A) 8313 | EA | 1.000 | 1.000 | 1.000 | $14,476.55 | $0.00 | $14,476.55 | |
0065 | 32'MH POLE,TWIN TS & 10'LMA(G.STL.) | 806(A) 8355 | EA | 2.000 | 2.000 | 2.000 | $15,016.50 | $0.00 | $30,033.00 | |
0066 | POLE & 30' TS MST.ARM(G.STL.) | 806(A) 8728 | EA | 1.000 | 1.000 | 1.000 | $9,760.73 | $0.00 | $9,760.73 | |
0067 | POLE & 40' TS MST.ARM(G.STL.) | 806(A) 8732 | EA | 2.000 | 2.000 | 2.000 | $10,680.89 | $0.00 | $21,361.78 | |
0068 | 12' MTG.HT.TS PED.POLE(G.STL.) | 806(B) 8896 | EA | 1.000 | 1.000 | 1.000 | $3,359.01 | $0.00 | $3,359.01 | |
0069 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 4.000 | 4.000 | 4.000 | $1,379.18 | $0.00 | $5,516.72 | |
0070 | SERVICE POLE | 810(A) 3118 | EA | 2.000 | 2.000 | 2.000 | $4,686.00 | $0.00 | $9,372.00 | |
0071 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 400.000 | 400.000 | 400.000 | $0.85 | $0.00 | $340.00 | |
0072 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 5,055.000 | 5,055.000 | 2,358.000 | $0.43 | $0.00 | $1,013.94 | |
0073 | (SP)MASTER CONTROLLER | 824(A) 8340 | EA | 1.000 | 1.000 | 1.000 | $4,707.30 | $0.00 | $4,707.30 | |
0074 | TRAFFIC SIGNAL CONTROLLER ASSEMBLY | 825 8550 | EA | 2.000 | 2.000 | 2.000 | $17,607.65 | $0.00 | $35,215.30 | |
0075 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 1.000 | $38,233.50 | $0.00 | $38,233.50 | |
0076 | PEDESTRIAN PUSH BUTTON | 830 8000 | EA | 4.000 | 4.000 | 4.000 | $1,560.23 | $0.00 | $6,240.92 | |
0077 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 19.000 | 19.000 | 19.000 | $665.63 | $0.00 | $12,646.97 | |
0078 | 1WAY 5SEC. ADJ. SIG. HD. S-19 | 831 8286 | EA | 3.000 | 3.000 | 3.000 | $1,059.68 | $0.00 | $3,179.04 | |
0079 | 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | 831 8295 | EA | 4.000 | 4.000 | 4.000 | $639.00 | $0.00 | $2,556.00 | |
0080 | BACKPLATE | 833 3030 | EA | 22.000 | 22.000 | 22.000 | $69.23 | $0.00 | $1,523.06 | |
0081 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8207 | LF | 1,785.000 | 1,785.000 | 1,187.000 | $0.96 | $0.00 | $1,139.52 | |
0082 | 7/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8208 | LF | 165.000 | 165.000 | 165.000 | $1.28 | $0.00 | $211.20 | |
0083 | 21/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8213 | LF | 1,835.000 | 1,835.000 | 1,754.000 | $2.66 | $0.00 | $4,665.64 | |
0084 | (SP)UNDERGROUND COMMUNICATION CABLE | 834(C) 8358 | LF | 340.000 | 340.000 | 340.000 | $1.07 | $0.00 | $363.80 | |
0085 | E.P.S. OPTICAL EMITTER | 840(A) 8592 | EA | 10.000 | 10.000 | 10.000 | $1,065.00 | $0.00 | $10,650.00 | |
0086 | E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 9.000 | 9.000 | 9.000 | $426.00 | $0.00 | $3,834.00 | |
0087 | E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 2,355.000 | 2,355.000 | 2,355.000 | $1.07 | $0.00 | $2,519.85 | |
0088 | E.P.S. 2 CHANNEL PHASE SELECTOR | 840(D) 8595 | EA | 5.000 | 5.000 | 5.000 | $1,363.20 | $0.00 | $6,816.00 | |
0089 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 151.500 | 151.500 | 170.500 | $37.28 | $0.00 | $6,356.24 | |
Subtotals For Category 0300/TRAFFIC SIGNAL - OKCY-XTWN(009) | $0.00 | $285,065.75 | ||||||||
Fed/State Project Number: OKCY-XTWN(009) | Project: 17428(28) | Category: 0301/SIGNING AND STRIPING - OKCY-XTWN(009) | ||||||||
0090 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 56.000 | 56.000 | 112.000 | $394.05 | $0.00 | $44,133.60 | |
0091 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 199.380 | 199.380 | 121.060 | $372.75 | $0.00 | $45,125.12 | |
0092 | REINFORCING STEEL | 804(B) 2916 | LB | 11,376.000 | 11,376.000 | 8,048.000 | $2.66 | $0.00 | $21,407.68 | |
0093 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 156.280 | 156.280 | 355.820 | $15.71 | $0.00 | $5,589.93 | |
0094 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 218.000 | 218.000 | 169.500 | $20.77 | $0.00 | $3,520.52 | |
0095 | EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD SIGNS) | 850(B) 8114 | SF | 1,547.000 | 1,547.000 | 1,590.000 | $20.77 | $0.00 | $33,024.30 | |
0096 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 206.000 | 206.000 | 186.400 | $29.82 | $0.00 | $5,558.45 | |
0097 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 149.000 | 149.000 | 163.100 | $17.31 | $0.00 | $2,823.26 | |
0098 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 90.000 | 90.000 | 77.500 | $20.24 | $0.00 | $1,568.60 | |
0099 | OVHD.SN.STR., MONOTUBE TYPE B 110' | 852(D) 0340 | EA | 2.000 | 2.000 | 2.000 | $109,439.40 | $0.00 | $218,878.80 | |
0100 | OVHD.SN.STR., MONOTUBE TYPE B 115' | 852(D) 0345 | EA | 1.000 | 1.000 | 1.000 | $112,464.00 | $0.00 | $112,464.00 | |
0101 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 25,750.000 | 25,750.000 | 24,894.000 | $0.43 | $0.00 | $10,704.42 | |
0102 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 18,636.000 | 18,636.000 | 14,232.000 | $0.64 | $0.00 | $9,108.48 | |
0103 | TRAFFIC STRIPE(MULTI-POLYMER)(12" WIDE) | 856(A) 8548 | LF | 3,168.000 | 3,168.000 | 2,583.000 | $1.28 | $0.00 | $3,306.24 | |
0104 | TRAFF. STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 66.000 | 66.000 | 84.000 | $2.56 | $0.00 | $215.04 | |
0105 | TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 856(B) 8525 | EA | 12.000 | 12.000 | 12.000 | $292.88 | $0.00 | $3,514.56 | |
8021 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 0.000 | 832.000 | 650.000 | $5.83 | $0.00 | $3,789.50 | |
8022 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 0.000 | 2,080.000 | 1,625.000 | $13.20 | $0.00 | $21,450.00 | |
Subtotals For Category 0301/SIGNING AND STRIPING - OKCY-XTWN(009) | $0.00 | $546,182.50 | ||||||||
Fed/State Project Number: OKCY-XTWN(009) | Project: 17428(28) | Category: 0302/LIGHTING - OKCY-XTWN(009) | ||||||||
0106 | 3/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8300 | LF | 350.000 | 350.000 | 274.000 | $8.52 | $0.00 | $2,334.48 | |
0107 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 340.000 | 340.000 | 1,533.000 | $13.85 | $0.00 | $21,232.05 | |
0108 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 9,270.000 | 9,270.000 | 7,869.000 | $3.20 | $0.00 | $25,180.80 | |
0109 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 55.000 | 55.000 | 56.000 | $410.03 | $0.00 | $22,961.68 | |
0110 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 53.750 | 53.750 | 53.750 | $532.50 | $0.00 | $28,621.88 | |
0111 | REINFORCING STEEL | 804(B) 2916 | LB | 4,652.200 | 4,652.200 | 4,652.200 | $1.33 | $0.00 | $6,187.43 | |
0112 | 40' MTG.HT.HL.PTP.(G.STL.) | 806(D) 8989 | EA | 43.000 | 43.000 | 45.000 | $1,991.55 | $0.00 | $89,619.75 | |
0113 | BREAKAWAY BASE (DES. B) | 807 8092 | EA | 13.000 | 13.000 | 13.000 | $559.13 | $0.00 | $7,268.69 | |
0114 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 63.000 | 63.000 | 63.000 | $740.18 | $0.00 | $46,631.34 | |
0115 | UNDERPASS LUMINIARE | 809(B) 8098 | EA | 12.000 | 12.000 | 12.000 | $319.50 | $0.00 | $3,834.00 | |
0116 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 1.000 | $4,686.00 | $0.00 | $4,686.00 | |
0117 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 19,470.000 | 19,470.000 | 15,738.000 | $1.07 | $0.00 | $16,839.66 | |
0118 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 770.000 | 770.000 | 880.000 | $0.43 | $0.00 | $378.40 | |
0119 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 7,875.000 | 7,875.000 | 5,985.000 | $0.37 | $0.00 | $2,214.45 | |
Subtotals For Category 0302/LIGHTING - OKCY-XTWN(009) | $0.00 | $277,990.61 | ||||||||
Fed/State Project Number: OKCY-XTWN(009) | Project: 17428(28) | Category: 0640/CONSTRUCTION - OKCY-XTWN(009) | ||||||||
0120 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $2,500.00 | $0.00 | $1,875.00 | |
Subtotals For Category 0640/CONSTRUCTION - OKCY-XTWN(009) | $0.00 | $1,875.00 | ||||||||
Fed/State Project Number: OKCY-XTWN(009) | Project: 17428(28) | Category: 0900/FEDERAL NON PARTICIPATING | ||||||||
8014 | INLET ADJUST TO GRADE | 612(C) 0645 | EA | 0.000 | 1.000 | 1.000 | $2,180.65 | $0.00 | $2,180.65 | |
8027 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $12,232.66 | $0.00 | $12,232.66 | |
8035 | INCENTIVE FOR EARLY COMPLETION | 108 0174 | LSUM | 0.000 | 100.000 | 50.000 | $15,000.00 | $0.00 | $750,000.00 | |
Subtotals For Category 0900/FEDERAL NON PARTICIPATING | $0.00 | $764,413.31 | ||||||||
Subtotals For Project OKCY-XTWN(009) /17428(28) | $5,252.00 | $11,379,389.01 |
Line Item Number | Item Description | Item Number | Units | Bid Qty | Current Quantity | Quantity Paid This Est. | Quantity Paid To Date | Unit Price | Amount Paid This Est. | Amount Paid To Date |
Fed/State Project Number: OKCY-XTWN(012)TI | Project: 17428(31) | Category: 0100/ROADWAY - OKCY-XTWN(012)TI | ||||||||
0121 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 25,058.000 | 18,108.000 | 18,108.000 | $9.00 | $0.00 | $162,972.00 | |
0122 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 23,546.000 | 23,546.000 | 1,467.300 | 49,170.050 | $9.00 | $13,205.70 | $442,530.45 |
0123 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $18,000.00 | $0.00 | $18,000.00 | |
0124 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,000.000 | 1,000.000 | 0.000 | 15,572.000 | $1.70 | $0.00 | $26,472.40 |
0125 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 30.000 | 30.000 | 0.000 | $47.93 | $0.00 | $0.00 | |
0126 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 204.000 | 204.000 | 101.000 | $7.46 | $0.00 | $753.46 | |
0127 | SOLID SLAB SODDING | 230(A) 2806 | SY | 20,730.000 | 20,730.000 | 78,715.600 | $1.54 | $0.00 | $121,222.02 | |
0128 | MOWING | 241 2832 | AC | 10.000 | 10.000 | 0.000 | $63.90 | $0.00 | $0.00 | |
0129 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 28,102.000 | 28,102.000 | 27,868.940 | $38.00 | $0.00 | $1,059,019.72 | |
0130 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 162,697.000 | 162,697.000 | 161,777.770 | $4.30 | $0.00 | $695,644.42 | |
0131 | CEMENT TREATED BASE | 317 4270 | SY | 16,391.000 | 16,391.000 | 16,723.740 | $9.55 | $0.00 | $159,711.71 | |
0132 | OPEN-GRADED PORTLAND CEMENT BASE | 319(B) 5254 | SY | 121,584.000 | 121,584.000 | 120,430.420 | $8.50 | $0.00 | $1,023,658.60 | |
0133 | SEPARATOR FABRIC | 325 5271 | SY | 373,251.000 | 373,251.000 | 341,820.390 | $1.25 | $0.00 | $427,275.49 | |
0134 | TACK COAT | 407(B) 0250 | GAL | 2,751.000 | 2,751.000 | 2,600.000 | $2.40 | $0.00 | $6,240.00 | |
0135 | PRIME COAT | 408 5774 | GAL | 13,356.000 | 13,356.000 | 0.000 | $3.16 | $0.00 | $0.00 | |
0136 | SUPERPAVE, TYPE S3(PG 76-28 OK) | 411(B) 5935 | TON | 2,622.000 | 2,622.000 | 2,764.850 | $65.50 | $0.00 | $181,097.68 | |
0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 14,400.000 | 14,400.000 | 835.790 | 7,541.040 | $56.23 | $46,996.47 | $424,032.69 |
0138 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 1,750.000 | 1,750.000 | 1,854.830 | $76.68 | $0.00 | $142,228.37 | |
0139 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 30,367.000 | 30,367.000 | 30,029.830 | $5.00 | $0.00 | $150,149.15 | |
0140 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 20,327.000 | 20,327.000 | 22,074.810 | $11.00 | $0.00 | $242,822.91 | |
0141 | CONT. REINF. P.C.C. PAVEMENT(PLACEMENT) | 414(C) 4425 | SY | 79,054.000 | 79,054.000 | 76,814.000 | $19.00 | $0.00 | $1,459,466.00 | |
0142 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 42,368.000 | 42,368.000 | 42,073.300 | $85.00 | $0.00 | $3,576,230.50 | |
0143 | TERMINAL JOINT SLEEPER SLAB | 414(J) 5263 | SY | 905.000 | 905.000 | 497.770 | $51.52 | $0.00 | $25,645.10 | |
0144 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 11,186.000 | 11,186.000 | 10,276.000 | $65.00 | $0.00 | $667,940.00 | |
0145 | SPECIAL CONCRETE FINISH | 509 6152 | SY | 54,220.000 | 54,220.000 | 14,365.000 | 62,420.000 | $10.10 | $145,086.50 | $630,442.00 |
0146 | CLASS A CONCRETE | 509(B) 0321 | CY | 1,786.000 | 1,786.000 | 1,786.000 | $155.00 | $0.00 | $276,830.00 | |
0147 | CLASS A CONCRETE, SMALL STRUCTURES | 509(C) 0322 | CY | 2.000 | 2.000 | 1.100 | $479.25 | $0.00 | $527.18 | |
0148 | CLASS C CONCRETE | 509(D) 0325 | CY | 59.000 | 59.000 | 97.480 | $266.25 | $0.00 | $25,954.05 | |
0149 | SLOPE WALL (5") | 510(C) 6135 | SY | 8,747.000 | 8,747.000 | 1,101.720 | $66.00 | $0.00 | $72,713.52 | |
0150 | REINFORCING STEEL | 511(A) 0332 | LB | 337,189.000 | 337,189.000 | 337,189.000 | $1.10 | $0.00 | $370,907.90 | |
0151 | CONCRETE CURB (6" MNTBLE-INTEGRAL) | 609(A) 0288 | LF | 13,228.000 | 13,228.000 | 13,245.500 | $0.48 | $0.00 | $6,357.84 | |
0152 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 8,276.000 | 8,276.000 | 8,384.000 | $17.88 | $0.00 | $149,905.92 | |
0153 | 6" CONCRETE SIDEWALK | 610(A) 0605 | SY | 390.000 | 390.000 | 270.040 | $35.00 | $0.00 | $9,451.40 | |
0154 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 3,654.000 | 3,654.000 | 20,510.420 | $35.00 | $0.00 | $717,864.70 | |
0155 | TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 32.000 | 32.000 | 40.000 | $36.61 | $0.00 | $1,464.40 | |
0156 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 2.000 | 2.000 | 2.000 | $1,704.00 | $0.00 | $3,408.00 | |
0157 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 3.000 | 3.000 | 3.000 | $2,875.50 | $0.00 | $8,626.50 | |
0158 | INLET CI DES. 2 (B) | 611(G) 5113 | EA | 1.000 | 1.000 | 1.000 | $3,674.25 | $0.00 | $3,674.25 | |
0159 | INLET CI DES. 2 (C) | 611(G) 5114 | EA | 1.000 | 1.000 | 1.000 | $4,100.25 | $0.00 | $4,100.25 | |
0160 | INLET CI DES. 2 (D) | 611(G) 5115 | EA | 6.000 | 6.000 | 6.000 | $4,526.25 | $0.00 | $27,157.50 | |
0161 | INLET MEDIAN BARRIER DES. 1 | 611(G) 5690 | EA | 8.000 | 8.000 | 8.000 | $1,863.75 | $0.00 | $14,910.00 | |
0162 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 4.000 | 4.000 | 4.000 | $2,343.00 | $0.00 | $9,372.00 | |
0163 | JUNCTION BOXES | 611(L) 0487 | CF | 1,087.000 | 1,087.000 | 1,087.000 | $44.82 | $0.00 | $48,719.34 | |
0164 | INLET ADJUST TO GRADE | 612(C) 0645 | EA | 47.000 | 47.000 | 51.000 | $852.48 | $0.00 | $43,476.48 | |
0165 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 922.000 | 922.000 | 343.000 | $56.45 | $0.00 | $19,362.35 | |
0166 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 412.000 | 412.000 | 114.000 | $66.03 | $0.00 | $7,527.42 | |
0167 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 192.000 | 192.000 | 180.000 | $83.07 | $0.00 | $14,952.60 | |
0168 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 284.000 | 284.000 | 260.000 | $103.31 | $0.00 | $26,860.60 | |
0169 | EDGE DRAIN CONDUIT-PERFORATED | 613(J) 5915 | LF | 16,000.000 | 16,000.000 | 14,827.000 | $7.47 | $0.00 | $110,757.69 | |
0170 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 613(K) 5916 | LF | 300.000 | 300.000 | 247.000 | $7.40 | $0.00 | $1,827.80 | |
0171 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 1.000 | 1.000 | 0.000 | $1,433.53 | $0.00 | $0.00 | |
0172 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 2.000 | 2.000 | 0.000 | $1,677.65 | $0.00 | $0.00 | |
0173 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 2.000 | 2.000 | 1.000 | $346.13 | $0.00 | $346.13 | |
0174 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 720.000 | 720.000 | 870.000 | $5.24 | $0.00 | $4,558.80 | |
0175 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 994.000 | 994.000 | 843.420 | $6.00 | $0.00 | $5,060.52 | |
0176 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 2,925.000 | 2,925.000 | 3,608.330 | $8.12 | $0.00 | $29,299.64 | |
0177 | FENCE-STYLE CLF (6'HIGH, CLASS A) | 624(E) 4292 | LF | 9,130.000 | 9,130.000 | 9,354.000 | $18.90 | $0.00 | $176,790.60 | |
0178 | FENCE-STYLE CLF (6'HIGH, CLASS B) | 624(E) 4293 | LF | 1,576.000 | 1,576.000 | 1,610.000 | $14.38 | $0.00 | $23,151.80 | |
0179 | CONCRETE LONGITUDINAL BARRIER END SECTIONS | 627(B) 4410 | EA | 2.000 | 2.000 | 0.000 | $750.00 | $0.00 | $0.00 | |
8009 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $12,880.38 | $0.00 | $12,880.38 | |
8010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 0.000 | 3.000 | 1.370 | $532.50 | $0.00 | $729.53 | |
8011 | TYPE A-SALVAGED TOPSOIL | 205(A) 4230 | CY | 0.000 | 267.000 | 267.000 | $6.00 | $0.00 | $1,602.00 | |
8024 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 0.000 | 16.000 | 16.000 | $434.14 | $0.00 | $6,946.24 | |
8026 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 0.000 | 1,500.000 | 1,500.000 | $12.00 | $0.00 | $18,000.00 | |
8029 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $9,964.46 | $0.00 | $9,964.46 | |
Subtotals For Category 0100/ROADWAY - OKCY-XTWN(012)TI | $205,288.67 | $13,909,594.46 | ||||||||
Fed/State Project Number: OKCY-XTWN(012)TI | Project: 17428(31) | Category: 0101/RETAINING WALL - OKCY-XTWN(012)TI | ||||||||
0180 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 40.000 | 40.000 | 0.000 | $38.00 | $0.00 | $0.00 | |
0181 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 1,651.000 | 1,651.000 | 1,283.200 | $4.00 | $0.00 | $5,132.80 | |
0182 | CLASS A CONCRETE | 509(B) 0321 | CY | 299.000 | 299.000 | 395.000 | $400.00 | $0.00 | $158,000.00 | |
0183 | RETAINING WALL | 510(A) 6333 | SY | 175.000 | 175.000 | 163.000 | $655.00 | $0.00 | $106,765.00 | |
0184 | REINFORCING STEEL | 511(A) 0332 | LB | 17,820.000 | 17,820.000 | 19,880.000 | $0.70 | $0.00 | $13,916.00 | |
Subtotals For Category 0101/RETAINING WALL - OKCY-XTWN(012)TI | $0.00 | $283,813.80 | ||||||||
Fed/State Project Number: OKCY-XTWN(012)TI | Project: 17428(31) | Category: 0200/BRIDGE 'M-B' - OKCY-XTWN(012)TI | ||||||||
0185 | APPROACH SLAB | 504(A) 1304 | SY | 689.400 | 689.400 | 689.400 | $152.85 | $0.00 | $105,374.79 | |
0186 | SAW-CUT GROOVING | 504(B) 1305 | SY | 669.000 | 669.000 | 669.000 | $3.83 | $0.00 | $2,562.27 | |
0187 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 126.000 | 126.000 | 126.000 | $50.00 | $0.00 | $6,300.00 | |
0188 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 731.000 | 731.000 | 731.000 | $3.30 | $0.00 | $2,412.30 | |
Subtotals For Category 0200/BRIDGE 'M-B' - OKCY-XTWN(012)TI | $0.00 | $116,649.36 | ||||||||
Fed/State Project Number: OKCY-XTWN(012)TI | Project: 17428(31) | Category: 0201/BRIDGE 'M-G' - OKCY-XTWN(012)TI | ||||||||
0189 | APPROACH SLAB | 504(A) 1304 | SY | 324.000 | 324.000 | 324.000 | $142.00 | $0.00 | $46,008.00 | |
0190 | SAW-CUT GROOVING | 504(B) 1305 | SY | 301.000 | 301.000 | 0.000 | $3.83 | $0.00 | $0.00 | |
0191 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 142.300 | 142.300 | 142.300 | $79.91 | $0.00 | $11,371.19 | |
0192 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 370.000 | 370.000 | 0.000 | $3.30 | $0.00 | $0.00 | |
Subtotals For Category 0201/BRIDGE 'M-G' - OKCY-XTWN(012)TI | $0.00 | $57,379.19 | ||||||||
Fed/State Project Number: OKCY-XTWN(012)TI | Project: 17428(31) | Category: 0202/BRIDGE 'M-D' - OKCY-XTWN(012)TI | ||||||||
0193 | APPROACH SLAB | 504(A) 1304 | SY | 890.000 | 890.000 | 890.000 | $140.00 | $0.00 | $124,600.00 | |
0194 | SAW-CUT GROOVING | 504(B) 1305 | SY | 876.000 | 876.000 | 876.000 | $3.83 | $0.00 | $3,355.08 | |
0195 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 180.000 | 180.000 | 180.000 | $79.91 | $0.00 | $14,383.80 | |
0196 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 975.000 | 975.000 | 975.000 | $3.30 | $0.00 | $3,217.50 | |
Subtotals For Category 0202/BRIDGE 'M-D' - OKCY-XTWN(012)TI | $0.00 | $145,556.38 | ||||||||
Fed/State Project Number: OKCY-XTWN(012)TI | Project: 17428(31) | Category: 0203/BRIDGE 'M-E' - OKCY-XTWN(012)TI | ||||||||
0197 | APPROACH SLAB | 504(A) 1304 | SY | 349.000 | 349.000 | 349.000 | $142.38 | $0.00 | $49,690.62 | |
0198 | SAW-CUT GROOVING | 504(B) 1305 | SY | 338.000 | 338.000 | 338.000 | $3.83 | $0.00 | $1,294.54 | |
0199 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 130.000 | 130.000 | 65.000 | $79.91 | $0.00 | $5,194.15 | |
0200 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 430.000 | 430.000 | 430.000 | $3.30 | $0.00 | $1,419.00 | |
Subtotals For Category 0203/BRIDGE 'M-E' - OKCY-XTWN(012)TI | $0.00 | $57,598.31 | ||||||||
Fed/State Project Number: OKCY-XTWN(012)TI | Project: 17428(31) | Category: 0300/TRAFFIC TEMPORARY - OKCY-XTWN(012)TI | ||||||||
0201 | TRAFFIC STRIPE(PAINT)(4" WIDE) | 854(A) 8800 | LF | 20,000.000 | 20,000.000 | 1,569.000 | $0.64 | $0.00 | $1,004.16 | |
0202 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $176,827.28 | $0.00 | $176,827.20 | |
0203 | (SP)SMART WORK ZONE SYSTEM-PORTABLE CHANGEABLE MESSAGE SIGN | 882 8370 | SD | 4,810.000 | 4,810.000 | 2,899.000 | $53.25 | $0.00 | $154,371.75 | |
0204 | (SP)SMART WORK ZONE SYSTEM-PORTABLE TRAFFIC SENSOR (PTS) | 882 8372 | SD | 1,110.000 | 1,110.000 | 2,537.000 | $54.32 | $0.00 | $137,809.84 | |
0205 | (SP)SMART WORK ZONE SYSTEM-PAN-TILT-ZOOM CAMERA (PTZC) | 882 8374 | SD | 1,110.000 | 1,110.000 | 745.000 | $37.28 | $0.00 | $27,773.60 | |
0206 | (SP)SMART WORK ZONE SYSTEM-WEBSITE SYSTEM | 882 8376 | SD | 370.000 | 370.000 | 294.000 | $17.70 | $0.00 | $5,203.80 | |
Subtotals For Category 0300/TRAFFIC TEMPORARY - OKCY-XTWN(012)TI | $0.00 | $502,990.35 | ||||||||
Fed/State Project Number: OKCY-XTWN(012)TI | Project: 17428(31) | Category: 0301/TRAFFIC PERMANENT - OKCY-XTWN(012)TI | ||||||||
0207 | CLASS A CONCRETE | 509(B) 0321 | CY | 329.000 | 329.000 | 225.170 | $372.75 | $0.00 | $83,932.12 | |
0208 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 112.000 | 112.000 | 140.000 | $394.05 | $0.00 | $55,167.00 | |
0209 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 22.000 | 22.000 | 6.830 | 45.810 | $532.50 | $3,636.98 | $24,393.83 |
0210 | REINFORCING STEEL | 804(B) 2916 | LB | 19,786.000 | 19,786.000 | 281.000 | 15,779.960 | $2.45 | $688.45 | $38,660.90 |
0211 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 32.000 | 32.000 | 0.000 | 415.100 | $15.71 | $0.00 | $6,521.22 |
0212 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 491.000 | 491.000 | 659.040 | $20.77 | $0.00 | $13,688.26 | |
0213 | EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD SIGNS) | 850(B) 8114 | SF | 2,241.000 | 2,241.000 | 2,570.910 | $20.77 | $0.00 | $53,397.80 | |
0214 | 6"@20 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3208 | LF | 106.000 | 106.000 | 27.800 | $39.41 | $0.00 | $1,095.60 | |
0215 | 6"@25 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3209 | LF | 42.000 | 42.000 | 0.000 | $46.59 | $0.00 | $0.00 | |
0216 | 8"@31 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3210 | LF | 40.000 | 40.000 | 36.900 | $57.51 | $0.00 | $2,122.12 | |
0217 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 64.000 | 64.000 | 150.800 | $20.24 | $0.00 | $3,052.19 | |
0218 | OVHD.SN.STR., MONOTUBE TYPE A 100' | 852(C) 0130 | EA | 2.000 | 2.000 | 2.000 | $83,070.00 | $0.00 | $166,140.00 | |
0219 | OVHD.SN.STR., MONOTUBE TYPE A 105' | 852(C) 0135 | EA | 1.000 | 1.000 | 1.000 | $96,382.50 | $0.00 | $96,382.50 | |
0220 | OVHD.SN.STR., MONOTUBE TYPE A 110' | 852(C) 0140 | EA | 1.000 | 1.000 | 1.000 | $96,915.00 | $0.00 | $96,915.00 | |
0221 | OVHD.SN.STR., MONOTUBE TYPE C | 852(E) 0500 | EA | 1.000 | 1.000 | 0.000 | $28,968.00 | $0.00 | $0.00 | |
0222 | SAND FILLED IMPACT ATTENUATION MODULE | 870(A) 8011 | EA | 38.000 | 38.000 | 19.000 | 95.000 | $422.81 | $8,033.39 | $40,166.95 |
0223 | (SP)IMPACT ATTENUATOR | 871(A) 8325 | EA | 3.000 | 3.000 | 3.000 | $22,434.23 | $0.00 | $67,302.69 | |
Subtotals For Category 0301/TRAFFIC PERMANENT - OKCY-XTWN(012)TI | $12,358.82 | $748,938.18 | ||||||||
Fed/State Project Number: OKCY-XTWN(012)TI | Project: 17428(31) | Category: 0302/TRAFFIC SIGNAL - OKCY-XTWN(012)TI | ||||||||
0224 | SAWING PAVEMENT | 619(C) 0924 | LF | 480.000 | 480.000 | 0.000 | $1.07 | $0.00 | $0.00 | |
0225 | 1 1/2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8338 | LF | 530.000 | 530.000 | 303.000 | $3.20 | $0.00 | $969.60 | |
0226 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 110.000 | 110.000 | 82.000 | $3.46 | $0.00 | $283.72 | |
0227 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 180.000 | 180.000 | 232.000 | $19.17 | $0.00 | $4,447.44 | |
0228 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 90.000 | 90.000 | 126.000 | $8.52 | $0.00 | $1,073.52 | |
0229 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 4.000 | 4.000 | 4.000 | $202.35 | $0.00 | $809.40 | |
0230 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 5.000 | 5.000 | 5.000 | $266.25 | $0.00 | $1,331.25 | |
0231 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 8.600 | 8.600 | 8.600 | $426.00 | $0.00 | $3,663.60 | |
0232 | REINFORCING STEEL | 804(B) 2916 | LB | 1,292.000 | 1,292.000 | 1,292.000 | $1.07 | $0.00 | $1,382.44 | |
0233 | 32'MH POLE 45'TS & 10'LMA(G.STL.) | 806(A) 8313 | EA | 1.000 | 1.000 | 1.000 | $14,476.55 | $0.00 | $14,476.55 | |
0234 | 32'MH POLE,30'TS & 10'LMA(G.STL.) | 806(A) 8350 | EA | 2.000 | 2.000 | 2.000 | $11,943.98 | $0.00 | $23,887.96 | |
0235 | 8' MTG.HT.TS PED.POLE(G.STL.) | 806(B) 8892 | EA | 1.000 | 1.000 | 1.000 | $2,582.63 | $0.00 | $2,582.63 | |
0236 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 3.000 | 3.000 | 3.000 | $1,379.18 | $0.00 | $4,137.54 | |
0237 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 170.000 | 170.000 | 248.000 | $1.07 | $0.00 | $265.36 | |
0238 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 1,500.000 | 1,500.000 | 952.000 | $0.37 | $0.00 | $352.24 | |
0239 | (SP)CCTV CAMERA, PAN-TILT-ZOOM | 815(B) 8610 | EA | 1.000 | 1.000 | 1.000 | $11,715.00 | $0.00 | $11,715.00 | |
0240 | TRAFFIC SIGNAL CONTROLLER ASSEMBLY | 825 8550 | EA | 1.000 | 1.000 | 1.000 | $12,316.73 | $0.00 | $12,316.73 | |
0241 | SOL.STE.DIGITAL IND.VEH.LP.DET. | 828(A) 8135 | EA | 4.000 | 4.000 | 4.000 | $106.50 | $0.00 | $426.00 | |
0242 | LOOP DETECTOR WIRE | 828(B) 8136 | LF | 1,930.000 | 1,930.000 | 2,280.000 | $3.99 | $0.00 | $9,097.20 | |
0243 | PEDESTRIAN PUSH BUTTON | 830 8000 | EA | 4.000 | 4.000 | 4.000 | $1,565.55 | $0.00 | $6,262.20 | |
0244 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 6.000 | 6.000 | 6.000 | $665.63 | $0.00 | $3,993.78 | |
0245 | 1WAY 3SEC. ADJ. SIG. HD. S-9 | 831 8252 | EA | 1.000 | 1.000 | 1.000 | $639.00 | $0.00 | $639.00 | |
0246 | 1WAY 5SEC. ADJ. SIG. HD. S-19 | 831 8286 | EA | 1.000 | 1.000 | 1.000 | $1,059.68 | $0.00 | $1,059.68 | |
0247 | 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | 831 8295 | EA | 4.000 | 4.000 | 4.000 | $639.00 | $0.00 | $2,556.00 | |
0248 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8207 | LF | 1,120.000 | 1,120.000 | 626.000 | $0.96 | $0.00 | $600.96 | |
0249 | 7/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8208 | LF | 120.000 | 120.000 | 68.000 | $1.28 | $0.00 | $87.04 | |
0250 | 12/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8210 | LF | 130.000 | 130.000 | 152.000 | $2.24 | $0.00 | $340.48 | |
0251 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 1,120.000 | 1,120.000 | 877.000 | $0.64 | $0.00 | $561.28 | |
0252 | E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 3.000 | 3.000 | 3.000 | $426.00 | $0.00 | $1,278.00 | |
0253 | E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 680.000 | 680.000 | 672.000 | $1.07 | $0.00 | $719.04 | |
0254 | E.P.S. 2 CHANNEL PHASE SELECTOR | 840(D) 8595 | EA | 2.000 | 2.000 | 2.000 | $1,363.20 | $0.00 | $2,726.40 | |
0255 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 74.000 | 74.000 | 310.440 | $15.71 | $0.00 | $4,877.02 | |
0256 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 41.000 | 41.000 | 71.000 | $37.28 | $0.00 | $2,646.88 | |
0257 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 122.000 | 122.000 | 464.000 | $10.12 | $0.00 | $4,695.68 | |
0258 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 42.000 | 42.000 | 32.100 | $10.12 | $0.00 | $324.85 | |
0259 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 340.000 | 340.000 | 1,207.000 | $1.40 | $0.00 | $1,689.80 | |
0260 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 474.000 | 474.000 | 164.000 | $2.77 | $0.00 | $454.28 | |
0261 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 120.000 | 120.000 | 199.000 | $8.31 | $0.00 | $1,653.69 | |
0262 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 2.000 | 2.000 | 0.000 | 26.000 | $72.42 | $0.00 | $1,882.92 |
0263 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 1.000 | 1.000 | 1.000 | $177.86 | $0.00 | $177.86 | |
Subtotals For Category 0302/TRAFFIC SIGNAL - OKCY-XTWN(012)TI | $0.00 | $132,445.02 | ||||||||
Fed/State Project Number: OKCY-XTWN(012)TI | Project: 17428(31) | Category: 0303/TRAFFIC LIGHTING - OKCY-XTWN(012)TI | ||||||||
0264 | CLASS AA CONCRETE | 509(A) 0319 | CY | 186.000 | 186.000 | 186.000 | $639.00 | $0.00 | $118,854.00 | |
0265 | CLASS A CONCRETE | 509(B) 0321 | CY | 38.000 | 38.000 | 37.570 | $426.00 | $0.00 | $16,004.82 | |
0266 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 400.000 | 400.000 | 400.000 | $266.25 | $0.00 | $106,500.00 | |
0267 | 3/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8300 | LF | 24.000 | 24.000 | 24.000 | $8.52 | $0.00 | $204.48 | |
0268 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 280.000 | 280.000 | 280.000 | $12.78 | $0.00 | $3,578.40 | |
0269 | 2" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8310 | LF | 70.000 | 70.000 | 70.000 | $14.91 | $0.00 | $1,043.70 | |
0270 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 960.000 | 960.000 | 835.000 | $15.98 | $0.00 | $13,343.30 | |
0271 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 11,230.000 | 11,230.000 | 10,107.000 | $3.46 | $0.00 | $34,970.22 | |
0272 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 14.000 | 14.000 | 4.000 | $426.00 | $0.00 | $1,704.00 | |
0273 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 37.000 | 37.000 | 35.000 | $213.00 | $0.00 | $7,455.00 | |
0274 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 6.000 | 6.000 | 6.000 | $239.63 | $0.00 | $1,437.78 | |
0275 | REINFORCING STEEL | 804(B) 2916 | LB | 32,788.000 | 32,788.000 | 31,178.050 | $1.07 | $0.00 | $33,360.52 | |
0276 | (PL)REMOVE & RESET TRAFFIC SIGNAL EQUIPMENT | 805(D) 8742 | LSUM | 1.000 | 1.000 | 1.000 | $2,130.00 | $0.00 | $2,130.00 | |
0277 | 40' MTG & 8' HLMA(G.STL.) | 806(C) 8922 | EA | 27.000 | 27.000 | 27.000 | $3,601.83 | $0.00 | $97,249.41 | |
0278 | 40' MTG.HT.POLE & TWIN H.L.MST.ARM(G.STL.) | 806(C) 8929 | EA | 2.000 | 2.000 | 2.000 | $3,897.90 | $0.00 | $7,795.80 | |
0279 | 45' MTG.HT.HL.PTP.(G.STL.) | 806(D) 8991 | EA | 5.000 | 5.000 | 5.000 | $4,004.40 | $0.00 | $20,022.00 | |
0280 | BREAKAWAY BASE (DES. B) | 807 8092 | EA | 29.000 | 29.000 | 29.000 | $500.55 | $0.00 | $14,515.95 | |
0281 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 31.000 | 31.000 | 31.000 | $1,278.00 | $0.00 | $39,618.00 | |
0282 | UNDERPASS LUMINIARE | 809(B) 8098 | EA | 8.000 | 8.000 | 8.000 | $319.50 | $0.00 | $2,556.00 | |
0283 | POST TOP LUMINAIRE | 809(C) 8399 | EA | 10.000 | 10.000 | 10.000 | $649.65 | $0.00 | $6,496.50 | |
0284 | HIGH MAST LUMINAIRE | 809(E) 8103 | EA | 46.000 | 46.000 | 46.000 | $798.75 | $0.00 | $36,742.50 | |
0285 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 44,030.000 | 44,030.000 | 6,130.000 | $1.07 | $0.00 | $6,559.10 | |
0286 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 5,420.000 | 5,420.000 | 2,728.000 | $0.43 | $0.00 | $1,173.04 | |
0287 | 2/C NO.12 ELECTRICAL CONDUCTOR | 811 8052 | LF | 2,250.000 | 2,250.000 | 0.000 | $0.75 | $0.00 | $0.00 | |
0288 | 120' HIGH MAST POLE(G.STL.) | 812 8060 | EA | 3.000 | 3.000 | 3.000 | $15,016.50 | $0.00 | $45,049.50 | |
0289 | 140' HIGH MAST POLE(G.STL.) | 812 8068 | EA | 7.000 | 7.000 | 7.000 | $18,151.86 | $0.00 | $127,063.02 | |
0290 | HIGH MAST LOWERING DEVICE TYPE I | 813 8074 | EA | 10.000 | 10.000 | 10.000 | $7,488.02 | $0.00 | $74,880.20 | |
8012 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $8,292.89 | $0.00 | $8,292.89 | |
Subtotals For Category 0303/TRAFFIC LIGHTING - OKCY-XTWN(012)TI | $0.00 | $828,600.13 | ||||||||
Fed/State Project Number: OKCY-XTWN(012)TI | Project: 17428(31) | Category: 0600/STAKING - OKCY-XTWN(012)TI | ||||||||
0291 | CONSTRUCTION STAKING LEVEL I | 642(A) 0095 | LSUM | 1.000 | 1.000 | 1.000 | $181,056.00 | $0.00 | $181,056.00 | |
Subtotals For Category 0600/STAKING - OKCY-XTWN(012)TI | $0.00 | $181,056.00 | ||||||||
Fed/State Project Number: OKCY-XTWN(012)TI | Project: 17428(31) | Category: 0640/CONSTRUCTION - OKCY-XTWN(012)TI | ||||||||
0292 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $2,500.00 | $0.00 | $1,875.00 | |
0293 | FIELD OFFICE | 640(A) 1398 | EA | 1.000 | 1.000 | 1.000 | $20,130.00 | $0.00 | $20,130.00 | |
0294 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $725,306.00 | $0.00 | $725,306.00 | |
0295 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $91,000.00 | $0.00 | $91,000.00 | |
Subtotals For Category 0640/CONSTRUCTION - OKCY-XTWN(012)TI | $0.00 | $838,311.00 | ||||||||
Fed/State Project Number: OKCY-XTWN(012)TI | Project: 17428(31) | Category: 0900/FEDERAL NON PARTICIPATING | ||||||||
8013 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $14,170.91 | $0.00 | $14,170.91 | |
8015 | INLET ADJUST TO GRADE | 612(C) 0645 | EA | 0.000 | 1.000 | 1.000 | $4,140.18 | $0.00 | $4,140.18 | |
8016 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 0.000 | 1.000 | 1.000 | $5,968.79 | $0.00 | $5,968.79 | |
8017 | CLSM BACKFILL | 501(G) 6315 | CY | 0.000 | 10.000 | 10.000 | $183.49 | $0.00 | $1,834.90 | |
8018 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $22,264.90 | $0.00 | $22,264.90 | |
8019 | CLSM BACKFILL | 501(G) 6309 | CY | 0.000 | 60.000 | 60.000 | $122.64 | $0.00 | $7,358.40 | |
8020 | CLSM BACKFILL | 501(G) 6309 | CY | 0.000 | 17.000 | 17.000 | $122.64 | $0.00 | $2,084.88 | |
8023 | CLSM BACKFILL | 501(G) 6309 | CY | 0.000 | 20.000 | 20.000 | $122.64 | $0.00 | $2,452.80 | |
8025 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $880.00 | $0.00 | $880.00 | |
8028 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $5,066.01 | $0.00 | $5,066.01 | |
Subtotals For Category 0900/FEDERAL NON PARTICIPATING | $0.00 | $66,221.77 | ||||||||
Subtotals For Project OKCY-XTWN(012)TI /17428(31) | $217,647.49 | $17,869,153.95 |
Line Item Number | Item Description | Item Number | Units | Bid Qty | Current Quantity | Quantity Paid This Est. | Quantity Paid To Date | Unit Price | Amount Paid This Est. | Amount Paid To Date |
Fed/State Project Number: SEC115-155N(807)SG | Project: 22873(09) | Category: 0904/ITS INFRASTRUCTURE - SEC115-155N(807)SG | ||||||||
0296 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 690.000 | 690.000 | 109.000 | $17.04 | $0.00 | $1,857.36 | |
0297 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 2,490.000 | 2,490.000 | 175.000 | $4.26 | $0.00 | $745.50 | |
0298 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 560.000 | 560.000 | 567.000 | $27.69 | $0.00 | $15,700.23 | |
0299 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 1,825.000 | 1,825.000 | 1,016.000 | $12.78 | $0.00 | $12,984.48 | |
0300 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 12.000 | 12.000 | 3.000 | $239.63 | $0.00 | $718.89 | |
0301 | GROUND BOX (GB48) | 803(B) 8090 | EA | 2.000 | 2.000 | 2.000 | $5,325.00 | $0.00 | $10,650.00 | |
0302 | GROUND BOX (R48) | 803(B) 8105 | EA | 5.000 | 5.000 | 5.000 | $1,597.50 | $0.00 | $7,987.50 | |
0303 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 20.760 | 20.760 | 20.760 | $585.75 | $0.00 | $12,160.18 | |
0304 | REINFORCING STEEL | 804(B) 2916 | LB | 2,000.000 | 2,000.000 | 1,989.200 | $1.33 | $0.00 | $2,645.64 | |
0305 | SERVICE POLE | 810(A) 3118 | EA | 5.000 | 5.000 | 5.000 | $2,130.00 | $0.00 | $10,650.00 | |
0306 | 1/C NO.0 ELECTRICAL CONDUCTOR | 811 8032 | LF | 5,903.000 | 5,903.000 | 2,025.000 | $2.34 | $0.00 | $4,738.50 | |
0307 | (SP)CCTV CAMERA, WEB | 815(A) 8615 | EA | 16.000 | 16.000 | 16.000 | $2,130.00 | $0.00 | $34,080.00 | |
0308 | (SP)CCTV CAMERA, PAN-TILT-ZOOM | 815(B) 8610 | EA | 4.000 | 4.000 | 4.000 | $5,857.50 | $0.00 | $23,430.00 | |
0309 | (SP)CCTV CAMERA POLE | 816 8620 | EA | 4.000 | 4.000 | 4.000 | $18,531.00 | $0.00 | $74,124.00 | |
0310 | (SP)FIBER OPTIC CABLE, 24 SMF | 818(A) 8715 | LF | 4,830.000 | 4,830.000 | 3,422.000 | $3.73 | $0.00 | $12,764.06 | |
0311 | (SP)FIBER OPTIC PATCH PANEL, 24 PORT | 818(B) 8745 | EA | 4.000 | 4.000 | 0.000 | $798.75 | $0.00 | $0.00 | |
0312 | (SP)FIBER OPTIC CABLE SPLICE | 818(C) 8735 | EA | 96.000 | 96.000 | 0.000 | $90.53 | $0.00 | $0.00 | |
0313 | (SP)FIBER OPTIC CABLE TERMINATION | 818(D) 8740 | EA | 72.000 | 72.000 | 0.000 | $106.50 | $0.00 | $0.00 | |
0314 | (SP)FIBER OPTIC ROUTE SIGN & INSTALLATION | 818(G) 5570 | EA | 20.000 | 20.000 | 0.000 | $53.25 | $0.00 | $0.00 | |
0315 | (PL)FIBER OPTIC & COMMUNICATION EQUIPMENT | 819 8780 | LSUM | 1.000 | 1.000 | 1.000 | $23,962.50 | $0.00 | $23,962.50 | |
0316 | (SP)INSTALLATION OF COMMUNICATION CABLE | 819(B) 5550 | LF | 900.000 | 900.000 | 900.000 | $21.30 | $0.00 | $19,170.00 | |
0317 | (SP)CABINET | 824(C) 6551 | EA | 6.000 | 6.000 | 6.000 | $6,922.50 | $0.00 | $41,535.00 | |
0318 | (SP)UNDERGROUND COMMUNICATION CABLE | 834(C) 8358 | LF | 800.000 | 800.000 | 800.000 | $2.13 | $0.00 | $1,704.00 | |
0319 | (SP)LED DYNAMIC MESSAGE SIGN FIELD EQUIPMENT(18 INCH) | 887(A) 8540 | EA | 2.000 | 2.000 | 2.000 | $85,040.25 | $0.00 | $170,080.50 | |
0320 | (SP)LED D.M.S SYSTEM SUPPORT EQUIPMENT | 887(C) 8500 | LSUM | 1.000 | 1.000 | 1.000 | $17,600.19 | $0.00 | $17,600.19 | |
0321 | (SP)LED D.M.S. SIGN SOFTWARE | 887(D) 8350 | LSUM | 1.000 | 1.000 | 1.000 | $5,325.00 | $0.00 | $5,325.00 | |
0322 | (SP)LANE CONTROL SIGN | 887(E) 8360 | EA | 15.000 | 15.000 | 15.000 | $7,939.58 | $0.00 | $119,093.70 | |
0323 | (PL)SHIELD ISOLATION PEDESTAL | 887(F) 8370 | EA | 4.000 | 4.000 | 0.000 | $372.75 | $0.00 | $0.00 | |
8001 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $1,650.00 | $0.00 | $1,650.00 | |
Subtotals For Category 0904/ITS INFRASTRUCTURE - SEC115-155N(807)SG | $0.00 | $625,357.23 | ||||||||
Subtotals For Project SEC115-155N(807)SG /22873(09) | $0.00 | $625,357.23 |