Contract ID: | 090501 | Estimate Number: | 0050 | Contract No: | 510147 | |||
Residency: | EL RENO (04200) | Estimate Type: | Progressive | Account No: | 400400 | |||
Project Number(s): | OKCY-XTWN(003)TI | ||||||||||||
Primary Job Piece No: | 17428(22) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, BRIDGE, AND RAILROAD I-40: FROM EAST OF WESTERN AVENUE, EXTEND EAST. PROJECT LENGTH = 1.072 MILES. | ||||||||||||
Primary County: | OKLAHOMA | ||||||||||||
Name of Road: | I-40 | ||||||||||||
Prime Contractor: | ALLEN CONTR., INC./SHERWOOD CONST. CO, INC./MANHATTAN RD. & | ||||||||||||
1100 S. EASTERN AVE. | |||||||||||||
OKLAHOMA CITY , OK 73101 | |||||||||||||
Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
Date Let: | 07/23/2009 | NTP Effective Date: | 09/14/2009 | Pay Period: | 02/01/2012 TO 02/29/2012 |
Date Awarded: | 08/03/2009 | Date Work Began: | 09/08/2009 | Original Contract Time: | 520 |
Date Contract Executed: | 08/10/2009 | Date Time Stopped: | Current Time Charged: | 905.00 | |
Date NTP Issued: | 08/11/2009 | Completion Date: | Current Time Allowed: | 828.00 | |
General Liability Expires: | 09/01/2012 | Workman's Comp Expires: | 09/01/2012 | Percent Time Used: | 109.30 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $64,090,016.10 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $63,211,594.70 | Participating: | $59,881,599.70 | $59,617,044.56 | $264,555.14 | ||
Percent Complete: | 99.87 % | Non Participating: | $4,035,373.30 | $3,800,773.30 | $234,600.00 | ||
Funds Available: | $81,112.71 | Total Earnings: | $63,916,973.00 | $63,417,817.86 | $499,155.14 | ||
Unearned Balance: | $-797,308.69 | Stockpiled Materials: | $100,891.12 | $100,891.12 | $0.00 | ||
Gross Earnings: | $64,017,864.12 | $63,518,708.98 | $499,155.14 | ||||
Other Adjustments: | $159,039.27 | $130,922.92 | $28,116.35 | ||||
Liq Dam/Disincentive: | $-168,000.00 | $-152,000.00 | $-16,000.00 | ||||
TOTAL: | $64,008,903.39 | $63,497,631.90 | $511,271.49 |
Contract ID: | 090501 | Estimate Number: | 0050 | Primary JP: | 17428(22) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Reinforcing Steel correction | Approved | 10/27/2009 | 0.0 | $45,028.15 |
002 | Change Method of Measurement for Uncl. Exc. on Bridge M-O | Approved | 12/09/2009 | 0.0 | $0.00 |
003 | Salvaging Robinson St. Br. RR shields- MS-4 steel correction | Approved | 05/03/2010 | 0.0 | $19,560.52 |
004 | Additional Traffic Control | Approved | 11/09/2010 | 0.0 | $42,437.80 |
005 | P-1 modification | Approved | 11/09/2010 | 0.0 | $43,474.18 |
007 | Beam Deductions | Approved | 03/15/2011 | 0.0 | $-5,619.29 |
008 | Removal of Trolley Rail and Brick Pipe | Approved | 01/04/2011 | 0.0 | $68,621.74 |
009 | Time Credit for Project Delays | Approved | 05/24/2011 | 168.0 | $0.00 |
010 | Adding Internal Milestone for Mainline Paving Preparation | Approved | 06/13/2011 | 0.0 | $0.00 |
011 | Compensation for Project Delays | Approved | 07/11/2011 | 0.0 | $404,918.30 |
012 | Internal Milestone for the Walker Avenue Bridge | Approved | 10/03/2011 | 0.0 | $260,000.00 |
013 | Additional Reinforcing Steel for Retaining Walls | Pending | 0 | 0.0 | $249,167.30 |
015 | Robinson Avenue Accelerated Completion Incentive | Approved | 02/06/2012 | 0.0 | $0.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | Stockpiled Material Adjustment | 0036 | $-2,605.42 |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | Stockpiled Material Adjustment | 0007 | $-2,088.40 |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | Stockpiled Material Adjustment | 0019 | $-2,755.86 |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | Stockpiled Material Adjustment | 0022 | $-13,282.14 |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | Stockpiled Material Adjustment | 0023 | $-6,599.99 |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | Stockpiled Material Adjustment | 0024 | $-7,089.71 |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | Stockpiled Material Adjustment | 0026 | $-1,707.79 |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | Stockpiled Material Initial Payment | 0007 | $142,747.01 |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | Stockpiled Material Adjustment | 0040 | $-12,422.62 |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | Stockpiled Material Adjustment | 0039 | $-49,264.12 |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | Stockpiled Material Adjustment | 0038 | $-19,800.00 |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | Stockpiled Material Adjustment | 0037 | $-19,800.00 |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | Stockpiled Material Adjustment | 0017 | $-4,978.91 |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | Stockpiled Material Adjustment | 0035 | $-352.04 |
17428(22) | 0020 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0038 | $-51,000.00 |
17428(22) | 0020 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0022 | $-334.22 |
17428(22) | 0020 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0037 | $-4,250.00 |
17428(22) | 0020 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0040 | $-14,021.60 |
17428(22) | 0020 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0023 | $-8,671.95 |
17428(22) | 0020 | SEPARATOR FABRIC | Stockpiled Material Initial Payment | 0017 | $78,378.07 |
17428(22) | 0020 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0018 | $-100.30 |
17428(22) | 0038 | Handrail (Sleeves) | Stockpiled Material Adjustment | 0016 | $-241.32 |
17428(22) | 0038 | Handrail (Sleeves) | Stockpiled Material Initial Payment | 0004 | $8,600.00 |
17428(22) | 0038 | Handrail (Sleeves) | Stockpiled Material Adjustment | 0040 | $-3,183.54 |
17428(22) | 0038 | Handrail (Sleeves) | Stockpiled Material Adjustment | 0041 | $-171.41 |
17428(22) | 0038 | Handrail (Sleeves) | Stockpiled Material Adjustment | 0030 | $-65.88 |
17428(22) | 0038 | Handrail (Sleeves) | Stockpiled Material Adjustment | 0028 | $-383.04 |
17428(22) | 0044 | Retaining Wall (St. Reinf. Bars_ | Stockpiled Material Adjustment | 0021 | $-2,808.00 |
17428(22) | 0044 | Retaining Wall (St. Reinf. Bars_ | Stockpiled Material Initial Payment | 0021 | $55,827.72 |
17428(22) | 0044 | Retaining Wall (St. Reinf. Bars_ | Stockpiled Material Adjustment | 0022 | $-12,699.88 |
17428(22) | 0044 | Retaining Wall (St. Reinf. Bars_ | Stockpiled Material Adjustment | 0025 | $-4,798.17 |
17428(22) | 0044 | Retaining Wall (St. Reinf. Bars_ | Stockpiled Material Adjustment | 0023 | $-14,816.41 |
17428(22) | 0044 | Retaining Wall (St. Reinf. Bars_ | Stockpiled Material Adjustment | 0024 | $-20,705.26 |
17428(22) | 0047 | REINFORCING STEEL | Stockpiled Material Initial Payment | 0007 | $17,550.00 |
17428(22) | 0047 | REINFORCING STEEL | Stockpiled Material Adjustment | 0007 | $-17,550.00 |
17428(22) | 0047 | REINFORCING STEEL | Stockpiled Material Adjustment | 0007 | $-239.04 |
17428(22) | 0047 | REINFORCING STEEL | Stockpiled Material Initial Payment | 0007 | $239.04 |
17428(22) | 0047 | REINFORCING STEEL | Stockpiled Material Adjustment | 0013 | $-16,027.58 |
17428(22) | 0047 | REINFORCING STEEL | Stockpiled Material Initial Payment | 0008 | $16,027.58 |
17428(22) | 0047 | REINFORCING STEEL | Stockpiled Material Initial Payment | 0008 | $0.00 |
17428(22) | 0047 | REINFORCING STEEL | Stockpiled Material Adjustment | 0013 | $0.00 |
17428(22) | 0047 | Reinforcing Steel | Stockpiled Material Adjustment | 0013 | $-17,675.20 |
17428(22) | 0047 | Reinforcing Steel | Stockpiled Material Initial Payment | 0008 | $17,675.20 |
17428(22) | 0068 | INLET CICI DES. 3 (STD) | Stockpiled Material Adjustment | 0014 | $-3,156.00 |
17428(22) | 0068 | INLET CICI DES. 3 (STD) | Stockpiled Material Adjustment | 0013 | $-789.00 |
17428(22) | 0068 | INLET CICI DES. 3 (STD) | Stockpiled Material Initial Payment | 0007 | $11,046.00 |
17428(22) | 0068 | INLET CICI DES. 3 (STD) | Stockpiled Material Adjustment | 0021 | $-7,101.00 |
17428(22) | 0076 | INLET CICI DES. 3 (STD) | Stockpiled Material Adjustment | 0024 | $-65.88 |
17428(22) | 0076 | INLET CICI DES. 3 (STD) | Stockpiled Material Adjustment | 0013 | $-342.00 |
17428(22) | 0076 | INLET CICI DES. 3 (STD) | Stockpiled Material Adjustment | 0021 | $-3,186.00 |
17428(22) | 0076 | INLET CICI DES. 3 (STD) | Stockpiled Material Adjustment | 0014 | $-1,476.00 |
17428(22) | 0076 | INLET CICI DES. 3 (STD) | Stockpiled Material Initial Payment | 0007 | $5,069.88 |
17428(22) | 0148 | SEPARATOR FABRIC | Stockpiled Material Initial Payment | 0017 | $17,051.42 |
17428(22) | 0148 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0032 | $-8,717.17 |
17428(22) | 0148 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0031 | $-3,004.75 |
17428(22) | 0148 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0029 | $-5,329.50 |
17428(22) | 0226 | 12" DUCTILE IRON PIPE RESTRAINED JOINT | Stockpiled Material Initial Payment | 0004 | $23,532.60 |
17428(22) | 0226 | 12" DUCTILE IRON PIPE RESTRAINED JOINT | Stockpiled Material Adjustment | 0007 | $-4,137.60 |
17428(22) | 0226 | 12" DUCTILE IRON PIPE RESTRAINED JOINT | Stockpiled Material Adjustment | 0006 | $-4,396.20 |
17428(22) | 0226 | 12" DUCTILE IRON PIPE RESTRAINED JOINT | Stockpiled Material Adjustment | 0005 | $-12,412.80 |
17428(22) | 0227 | 30" DUCTILE IRON PIPE RESTRAINED JOINT | Stockpiled Material Initial Payment | 0004 | $69,895.98 |
17428(22) | 0227 | 30" DUCTILE IRON PIPE RESTRAINED JOINT | Stockpiled Material Adjustment | 0016 | $-45,271.38 |
17428(22) | 0227 | 30" DUCTILE IRON PIPE RESTRAINED JOINT | Stockpiled Material Adjustment | 0015 | $-24,624.60 |
17428(22) | 0228 | 6" Ductile Iron W/Polyethylene Encasement | Stockpiled Material Adjustment | 0008 | $-53.28 |
17428(22) | 0228 | 6" Ductile Iron W/Polyethylene Encasement | Stockpiled Material Adjustment | 0016 | $-266.40 |
17428(22) | 0228 | 6" Ductile Iron W/Polyethylene Encasement | Stockpiled Material Adjustment | 0009 | $-133.20 |
17428(22) | 0228 | 6" Ductile Iron W/Polyethylene Encasement | Stockpiled Material Initial Payment | 0004 | $888.00 |
17428(22) | 0229 | 12" Ductile Iron Pipe W/Polyethylene Encasement | Stockpiled Material Adjustment | 0007 | $-3,439.10 |
17428(22) | 0229 | 12" Ductile Iron Pipe W/Polyethylene Encasement | Stockpiled Material Adjustment | 0006 | $-6,473.60 |
17428(22) | 0229 | 12" Ductile Iron Pipe W/Polyethylene Encasement | Stockpiled Material Initial Payment | 0004 | $57,223.18 |
17428(22) | 0229 | 12" Ductile Iron Pipe W/Polyethylene Encasement | Stockpiled Material Adjustment | 0005 | $-36,768.02 |
17428(22) | 0229 | 12" Ductile Iron Pipe W/Polyethylene Encasement | Stockpiled Material Adjustment | 0016 | $-3,927.25 |
17428(22) | 0229 | 12" Ductile Iron Pipe W/Polyethylene Encasement | Stockpiled Material Adjustment | 0015 | $-6,615.21 |
17428(22) | 0230 | 30" Ductile Iron Pipe w/Polyethylene Encasement | Stockpiled Material Initial Payment | 0004 | $5,992.94 |
17428(22) | 0254 | PRESTRESSED CONCRETE BEAMS | Stockpiled Material Adjustment | 0024 | $-103,667.00 |
17428(22) | 0254 | PRESTRESSED CONCRETE BEAMS | Stockpiled Material Adjustment | 0037 | $-155,114.23 |
17428(22) | 0254 | PRESTRESSED CONCRETE BEAMS | Stockpiled Material Initial Payment | 0017 | $361,781.57 |
17428(22) | 0254 | PRESTRESSED CONCRETE BEAMS | Stockpiled Material Adjustment | 0039 | $-103,000.34 |
17428(22) | 0278 | PRESTRESSED CONCRETE BEAMS | Stockpiled Material Adjustment | 0030 | $-141,327.54 |
17428(22) | 0278 | PRESTRESSED CONCRETE BEAMS | Stockpiled Material Initial Payment | 0017 | $382,960.17 |
17428(22) | 0278 | PRESTRESSED CONCRETE BEAMS | Stockpiled Material Adjustment | 0036 | $-241,632.63 |
17428(22) | 0278 | Prestressed Concrete Beams | Stockpiled Material Adjustment | 0030 | $-177,820.20 |
17428(22) | 0278 | Prestressed Concrete Beams | Stockpiled Material Adjustment | 0036 | $-66,907.80 |
17428(22) | 0278 | Prestressed Concrete Beams | Stockpiled Material Initial Payment | 0018 | $244,728.00 |
17428(22) | 0284 | Sealed Expansion Joint | Stockpiled Material Initial Payment | 0015 | $19,873.00 |
17428(22) | 0284 | Sealed Expansion Joint | Stockpiled Material Adjustment | 0039 | $-19,873.00 |
17428(22) | 0284 | Sealed Expansion Joint(MR-1) | Stockpiled Material Adjustment | 0039 | $-22,525.00 |
17428(22) | 0284 | Sealed Expansion Joint(MR-1) | Stockpiled Material Initial Payment | 0016 | $22,525.00 |
17428(22) | 0290 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0017 | $-17,662.50 |
17428(22) | 0290 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Initial Payment | 0017 | $46,526.16 |
17428(22) | 0290 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0018 | $-3,925.00 |
17428(22) | 0290 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0019 | $-8,017.76 |
17428(22) | 0290 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0023 | $-6,874.50 |
17428(22) | 0290 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0024 | $-10,046.40 |
17428(22) | 0378 | Sealed Expansion Joint (MS-3) | Stockpiled Material Initial Payment | 0016 | $5,729.00 |
17428(22) | 0378 | Sealed Expansion Joint (MS-3) | Stockpiled Material Adjustment | 0027 | $-5,729.00 |
17428(22) | 0399 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0022 | $-34,650.28 |
17428(22) | 0399 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Initial Payment | 0017 | $97,091.94 |
17428(22) | 0399 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0017 | $-62,441.66 |
17428(22) | 0431 | (PL)Roadway Luminaire | Stockpiled Material Initial Payment | 0016 | $32,473.65 |
17428(22) | 0431 | (PL)Roadway Luminaire | Stockpiled Material Adjustment | 0047 | $-17,712.90 |
17428(22) | 0431 | (PL)Roadway Luminaire | Stockpiled Material Adjustment | 0034 | $-3,936.20 |
17428(22) | 0432 | Service Pole | Stockpiled Material Initial Payment | 0016 | $11,496.00 |
17428(22) | 0432 | Service Pole | Stockpiled Material Adjustment | 0047 | $-5,748.00 |
17428(22) | 0436 | (PL)Traffic Items(Lighting) (33 pole assembly) | Stockpiled Material Initial Payment | 0016 | $70,749.69 |
17428(22) | 0465 | (PL)RETAINING WALL PYLON | Stockpiled Material Initial Payment | 0017 | $71,285.00 |
17428(22) | 0465 | (PL)RETAINING WALL PYLON | Stockpiled Material Adjustment | 0049 | $-21,520.00 |
17428(22) | 0465 | (PL)RETAINING WALL PYLON | Stockpiled Material Adjustment | 0047 | $-24,210.00 |
17428(22) | 0465 | (PL)RETAINING WALL PYLON | Stockpiled Material Adjustment | 0044 | $-25,555.00 |
17428(22) | 0465 | (PL)Retaining Wall Pylon | Stockpiled Material Initial Payment | 0018 | $38,332.50 |
17428(22) | 0465 | (PL)Retaining Wall Pylon | Stockpiled Material Adjustment | 0047 | $-12,777.50 |
17428(22) | 0465 | (PL)Retaining Wall Pylon | Stockpiled Material Adjustment | 0044 | $-25,555.00 | Subtotals For Stockpile Payments | $100,891.12 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0035 | -13.0 | $2,000.00 | $-26,000.00 |
System Application of Liquidated Damages | 0036 | -14.0 | $2,000.00 | $-28,000.00 |
System Application of Liquidated Damages | 0037 | --13 | $2,000.00 | $26,000.00 |
System Application of Liquidated Damages | 0037 | --14 | $2,000.00 | $28,000.00 |
System Application of Liquidated Damages | 0045 | -23.0 | $2,000.00 | $-46,000.00 |
System Application of Liquidated Damages | 0046 | -12.0 | $2,000.00 | $-24,000.00 |
System Application of Liquidated Damages | 0047 | -15.0 | $2,000.00 | $-30,000.00 |
System Application of Liquidated Damages | 0048 | -26.0 | $2,000.00 | $-52,000.00 |
System Application of Liquidated Damages | 0049 | -0.0 | $2,000.00 | $0.00 |
System Application of Liquidated Damages | 0050 | -8.0 | $2,000.00 | $-16,000.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
LD Adjustment (Prog. Est. Only) | 0035 | $26,000.00 |
LD Adjustment (Prog. Est. Only) | 0036 | $28,000.00 |
LD Adjustment (Prog. Est. Only) | 0037 | $-54,000.00 |
LD Adjustment (Prog. Est. Only) | 0048 | $62,000.00 |
LD Adjustment (Prog. Est. Only) | 0050 | $16,000.00 | Subtotals For Contract Adjustments | $78,000.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | * Material Discrepancy Adjustments | 0006 | -138.80 | $4.30 | $-596.84 |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | * Material Discrepancy Adjustments | 0012 | 138.80 | $4.30 | $596.84 |
17428(22) | 0019 | (SP)OPEN GRADED BITUMINOUN BASE (PG 64-22 OK) | Asphalt Binder Adjustment | 0041 | 8,500.00 | $4.60 | $39,126.61 |
17428(22) | 0019 | (SP)OPEN GRADED BITUMINOUN BASE (PG 64-22 OK) | Asphalt Binder Adjustment | 0049 | 2,399.03 | $4.04 | $9,693.59 |
17428(22) | 0019 | (SP)OPEN GRADED BITUMINOUN BASE (PG 64-22 OK) | Asphalt Binder Adjustment | 0050 | 344.87 | $4.10 | $1,415.05 |
17428(22) | 0027 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0038 | 1,861.50 | $7.73 | $14,395.45 |
17428(22) | 0027 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0049 | 187.17 | $6.78 | $1,270.56 |
17428(22) | 0027 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0050 | 456.42 | $6.89 | $3,146.22 |
17428(22) | 0028 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $208.68 |
17428(22) | 0028 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 0.00 | $0.00 | $2,828.03 |
17428(22) | 0028 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 0.00 | $0.00 | $4,333.86 |
17428(22) | 0028 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0027 | 1,236.55 | $2.27 | $2,810.99 |
17428(22) | 0028 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0033 | 2,114.00 | $2.79 | $5,915.50 |
17428(22) | 0028 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0037 | 499.54 | $5.00 | $2,499.32 |
17428(22) | 0028 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0049 | 1,031.00 | $6.78 | $6,998.69 |
17428(22) | 0028 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0050 | 505.04 | $6.89 | $3,481.37 |
17428(22) | 0029 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0019 | 0.00 | $0.00 | $4,141.86 |
17428(22) | 0029 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0033 | 1,091.68 | $3.19 | $3,491.19 |
17428(22) | 0029 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0038 | 500.00 | $8.83 | $4,419.00 |
17428(22) | 0029 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0050 | 517.10 | $7.87 | $4,073.71 |
17428(22) | 0030 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $91.25 |
17428(22) | 0030 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $166.42 |
17428(22) | 0030 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0019 | 0.00 | $0.00 | $-797.70 |
17428(22) | 0030 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0031 | 83.97 | $3.19 | $268.54 |
17428(22) | 0038 | HANDRAILING | * Material Discrepancy Adjustments | 0016 | -126.00 | $96.00 | $-12,096.00 |
17428(22) | 0113 | FENCE-STYLE CLF (5'HIGH, CLASS A) | * Material Discrepancy Adjustments | 0044 | -1,326.00 | $27.00 | $-35,802.00 |
17428(22) | 0113 | FENCE-STYLE CLF (5'HIGH, CLASS A) | * Material Discrepancy Adjustments | 0045 | 1,326.00 | $27.00 | $35,802.00 |
17428(22) | 0114 | FENCE-STYLE CLF (8'HIGH, CLASS A) | * Material Discrepancy Adjustments | 0044 | -1,125.00 | $32.00 | $-36,000.00 |
17428(22) | 0114 | FENCE-STYLE CLF (8'HIGH, CLASS A) | * Material Discrepancy Adjustments | 0045 | 1,125.00 | $32.00 | $36,000.00 |
17428(22) | 0210 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0005 | 0.00 | $0.00 | $0.88 |
17428(22) | 0210 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0006 | 0.00 | $0.00 | $4.92 |
17428(22) | 0210 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $2.62 |
17428(22) | 0210 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0027 | 68.04 | $2.59 | $176.77 |
17428(22) | 0219 | 42" STEEL CASING PIPE | * Material Discrepancy Adjustments | 0016 | -580.00 | $280.00 | $-162,400.00 |
17428(22) | 0219 | 42" STEEL CASING PIPE | * Material Discrepancy Adjustments | 0021 | 580.00 | $280.00 | $162,400.00 |
17428(22) | 0311 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0042 | -1.80 | $1,000.00 | $-1,800.00 |
17428(22) | 0397 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0017 | 0.00 | $0.00 | $-2,489.76 |
17428(22) | 0397 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0018 | 0.00 | $0.00 | $-2,415.14 |
17428(22) | 0418 | SEPARATOR FABRIC | * Material Discrepancy Adjustments | 0006 | -543.90 | $3.00 | $-1,631.70 |
17428(22) | 0420 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0020 | 0.00 | $0.00 | $-1,302.91 |
17428(22) | 0420 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0027 | 0.00 | $0.00 | $-6,510.82 |
17428(22) | 0420 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0027 | 0.00 | $0.00 | $-4,877.78 |
17428(22) | 0424 | 2" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | * Material Discrepancy Adjustments | 0034 | -710.00 | $16.00 | $-11,360.00 |
17428(22) | 0424 | 2" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | * Material Discrepancy Adjustments | 0041 | 710.00 | $16.00 | $11,360.00 |
17428(22) | 0428 | PULL BOX(SIZE I) | * Material Discrepancy Adjustments | 0034 | -11.00 | $310.00 | $-3,410.00 |
17428(22) | 0428 | PULL BOX(SIZE I) | * Material Discrepancy Adjustments | 0041 | 11.00 | $310.00 | $3,410.00 |
17428(22) | 0433 | 1/C NO.4 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0034 | -750.00 | $2.00 | $-1,500.00 |
17428(22) | 0433 | 1/C NO.4 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0041 | 750.00 | $2.00 | $1,500.00 | Subtotals For Line Item Adjustments | $81,039.27 | * = User applied Line Item Adjustments |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
01 | Walker Avenue bridge | 100.00 | 73.00 | $10,000.00 | $0.00 |
Contract ID: | 090501 | Estimate Number: | 0050 | Primary JP: | 17428(22) | |||
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(003)TI | Project: 17428(22) | Category: 0100/ROADWAY | ||||||||
0001 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 770.000 | 770.000 | 0.000 | $33.00 | $0.00 | $0.00 | |
0002 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $75,000.00 | $0.00 | $75,000.00 | |
0003 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 276,378.000 | 276,378.000 | 276,378.000 | $4.50 | $0.00 | $1,243,701.00 | |
0004 | SELECT BORROW | 202(D) 0186 | CY | 57,000.000 | 57,000.000 | 0.000 | $2.00 | $0.00 | $0.00 | |
0005 | TEST ROLLING | 203 7116 | LSUM | 1.000 | 1.000 | 0.000 | $7,500.00 | $0.00 | $0.00 | |
0006 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $70,000.00 | $0.00 | $70,000.00 | |
0007 | TEMPORARY SLOPE DRAINS | 221 2800 | LF | 285.000 | 285.000 | 0.000 | $27.00 | $0.00 | $0.00 | |
0008 | TEMPORARY SILT FENCE | 223 2801 | LF | 16,925.000 | 16,925.000 | 15,417.000 | $2.30 | $0.00 | $35,459.10 | |
0009 | TEMPORARY SEDIMENT BASIN | 225 2804 | EA | 25.000 | 25.000 | 2.000 | $375.00 | $0.00 | $750.00 | |
0010 | TEMPORARY SILT DIKE | 227 0100 | LF | 2,320.000 | 2,320.000 | 589.000 | $7.50 | $0.00 | $4,417.50 | |
0011 | SOLID SLAB SODDING | 230(A) 2806 | SY | 162,748.000 | 162,748.000 | 95,558.310 | $1.65 | $0.00 | $157,671.21 | |
0012 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 35.000 | 35.000 | 0.000 | $375.00 | $0.00 | $0.00 | |
0013 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 12.200 | 12.200 | 9.000 | $625.00 | $0.00 | $5,625.00 | |
0014 | (PL)ROCK FILTER DAM, TYPE 3 | 235(C) 0102 | CY | 45.000 | 45.000 | 0.000 | $90.00 | $0.00 | $0.00 | |
0015 | MOWING | 241 2832 | AC | 166.000 | 166.000 | 113.866 | $63.00 | $0.00 | $7,173.56 | |
0016 | (PL)TEMPORARY INLET SEDIMENT FILTER | 243 0450 | EA | 381.000 | 381.000 | 0.000 | $160.00 | $0.00 | $0.00 | |
0017 | (SP)GEOGRID EARTH REINFORCEMENT | 246(A) 7041 | SY | 73,288.000 | 73,288.000 | 73,288.000 | $4.30 | $0.00 | $315,138.42 | |
0018 | AGGREGATE BASE | 303 0192 | CY | 59,008.000 | 59,008.000 | 937.500 | 67,101.240 | $50.00 | $46,875.00 | $3,355,062.00 |
0019 | (SP)OPEN GRADED BITUMINOUN BASE (PG 64-22 OK) | 319 5200 | TON | 9,579.000 | 9,579.000 | 344.870 | 11,243.900 | $68.00 | $23,451.16 | $764,585.20 |
0020 | SEPARATOR FABRIC | 325 5271 | SY | 184,419.000 | 184,419.000 | 2,976.180 | 190,371.360 | $1.00 | $2,976.18 | $190,371.36 |
0021 | (SP)FLY ASH | 327(A) 4200 | TON | 1,096.000 | 1,096.000 | 1,093.980 | $60.00 | $0.00 | $65,638.80 | |
0022 | (SP)LIME | 327(D) 4230 | TON | 277.000 | 277.000 | 0.000 | $165.00 | $0.00 | $0.00 | |
0023 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 25,183.000 | 25,183.000 | 4,411.000 | 17,002.500 | $4.00 | $17,644.00 | $68,010.00 |
0024 | (SP)LIME PRETREATMENT | 327(G) 4260 | SY | 25,183.000 | 25,183.000 | 0.000 | $1.50 | $0.00 | $0.00 | |
0025 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 4,522.000 | 4,522.000 | 3,845.250 | $29.00 | $0.00 | $111,512.25 | |
0026 | TACK COAT | 407 0250 | GAL | 3,601.000 | 3,601.000 | 434.000 | 2,919.000 | $3.50 | $1,519.00 | $10,216.50 |
0027 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 3,723.000 | 3,723.000 | 456.420 | 2,505.090 | $87.00 | $39,708.54 | $217,942.83 |
0028 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 8,283.000 | 8,283.000 | 505.040 | 7,432.050 | $73.00 | $36,867.92 | $542,539.65 |
0029 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 2,857.000 | 2,857.000 | 517.100 | 2,957.870 | $94.00 | $48,607.40 | $278,039.78 |
0030 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 120.000 | 120.000 | 185.570 | $94.00 | $0.00 | $17,443.58 | |
0031 | 6" P.C. CONCRETE PAVEMENT | 414(A) 0258 | SY | 170.000 | 170.000 | 0.000 | 884.000 | $55.00 | $0.00 | $48,620.00 |
0032 | 9" H.E.S. CONCRETE (PATCHING) | 414(B) 5072 | SY | 283.000 | 283.000 | 0.000 | 70.000 | $85.00 | $0.00 | $5,950.00 |
0033 | COLD MILLING PAVEMENT | 417 5267 | SY | 882.000 | 882.000 | 607.060 | $4.00 | $0.00 | $2,428.24 | |
0034 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 2,175.000 | 2,175.000 | 3,527.070 | $12.00 | $0.00 | $42,324.84 | |
0035 | GRANULAR BACKFILL | 501(F) 6352 | CY | 50.000 | 50.000 | 0.000 | $49.00 | $0.00 | $0.00 | |
0036 | CLSM BACKFILL | 501(G) 6309 | CY | 12.000 | 12.000 | 0.000 | 18.000 | $130.00 | $0.00 | $2,340.00 |
0037 | (PL)PARAPET ORNAMENT | 504 6415 | EA | 8.000 | 8.000 | 8.000 | $2,800.00 | $0.00 | $22,400.00 | |
0038 | HANDRAILING | 504(G) 6006 | LF | 4,490.000 | 4,490.000 | 2,112.150 | $96.00 | $0.00 | $202,766.40 | |
0039 | CLASS AA CONCRETE | 509(A) 0319 | CY | 7,404.000 | 7,404.000 | 7,334.000 | $390.00 | $0.00 | $2,860,260.00 | |
0040 | CLASS A CONCRETE | 509(B) 0321 | CY | 239.000 | 239.000 | 239.000 | $550.00 | $0.00 | $131,450.00 | |
0041 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 14.000 | 14.000 | 0.000 | 42.700 | $540.00 | $0.00 | $23,058.00 |
0042 | CLASS C CONCRETE | 509(D) 0325 | CY | 824.000 | 824.000 | 824.000 | $350.00 | $0.00 | $288,400.00 | |
0043 | (PL)PULLING & STOCKPILING SHEET PILING | 510 6381 | LSUM | 1.000 | 1.000 | 1.000 | $100,000.00 | $0.00 | $100,000.00 | |
0044 | RETAINING WALL | 510(A) 6333 | SY | 16,300.000 | 16,300.000 | 16,489.000 | $500.00 | $0.00 | $8,244,500.00 | |
0045 | (PL)MSE RETAINING WALL | 510(A) 6341 | SY | 1,801.000 | 1,801.000 | 0.000 | 1,801.000 | $600.00 | $0.00 | $1,080,600.00 |
0046 | SLOPE WALL (5") | 510(C) 6135 | SY | 16.000 | 16.000 | 0.000 | 16.000 | $82.00 | $0.00 | $1,312.00 |
0047 | REINFORCING STEEL | 511(A) 0332 | LB | 981,486.000 | 981,486.000 | 981,485.750 | $0.85 | $0.00 | $834,262.90 | |
0048 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 47,722.000 | 47,722.000 | 48,341.003 | $30.42 | $0.00 | $1,470,533.32 | |
0049 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 47,722.000 | 47,722.000 | 48,341.000 | $14.07 | $0.00 | $680,157.84 | |
0050 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 61.000 | 61.000 | 0.000 | $50.00 | $0.00 | $0.00 | |
0051 | FILTER FABRIC (RIPRAP) | 601(E) 6312 | SY | 550.000 | 550.000 | 0.000 | $3.60 | $0.00 | $0.00 | |
0052 | 1'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1514 | LF | 92.000 | 92.000 | 0.000 | $27.00 | $0.00 | $0.00 | |
0053 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 8,249.000 | 8,249.000 | 5,691.000 | $21.00 | $0.00 | $119,511.00 | |
0054 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 6,489.000 | 6,489.000 | 0.000 | 3,244.500 | $40.00 | $0.00 | $129,780.00 |
0055 | 6" CONCRETE SIDEWALK | 610(A) 0605 | SY | 701.000 | 701.000 | 352.000 | $49.00 | $0.00 | $17,248.00 | |
0056 | 6" CONCRETE DRIVEWAY (H.E.S.) | 610(B) 0399 | SY | 1,467.000 | 1,467.000 | 0.000 | 1,088.360 | $46.00 | $0.00 | $50,064.56 |
0057 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 70.000 | 70.000 | 70.000 | 70.000 | $54.00 | $3,780.00 | $3,780.00 |
0058 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 78.000 | 78.000 | 0.000 | 78.000 | $1,300.00 | $0.00 | $101,400.00 |
0059 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 8.000 | 8.000 | 9.000 | $1,900.00 | $0.00 | $17,100.00 | |
0060 | MANHOLE (6' DIAMETER) | 611(A) 2659 | EA | 1.000 | 1.000 | 1.000 | $3,900.00 | $0.00 | $3,900.00 | |
0061 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 168.400 | 168.400 | 168.400 | $75.00 | $0.00 | $12,630.00 | |
0062 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 43.600 | 43.600 | 8.400 | 43.600 | $150.00 | $1,260.00 | $6,540.00 |
0063 | ADD'L.DEPTH IN MANHOLE (6' DIAMETER) | 611(B) 2682 | VF | 11.100 | 11.100 | 22.100 | $200.00 | $0.00 | $4,420.00 | |
0064 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 44.000 | 44.000 | 44.000 | $450.00 | $0.00 | $19,800.00 | |
0065 | INLET CICI DES. 2 (STD) | 611(E) 5112 | EA | 4.000 | 4.000 | 4.000 | $1,800.00 | $0.00 | $7,200.00 | |
0066 | INLET CICI DES. 2 (B) | 611(E) 5113 | EA | 15.000 | 15.000 | 0.000 | 15.000 | $2,200.00 | $0.00 | $33,000.00 |
0067 | INLET CICI DES. 2 (D) | 611(E) 5115 | EA | 5.000 | 5.000 | 5.000 | $2,500.00 | $0.00 | $12,500.00 | |
0068 | INLET CICI DES. 3 (STD) | 611(E) 5120 | EA | 46.000 | 46.000 | 0.000 | 46.000 | $2,600.00 | $0.00 | $119,600.00 |
0069 | INLET CICI DES. 3 (B) | 611(E) 5121 | EA | 1.000 | 1.000 | 1.000 | $2,700.00 | $0.00 | $2,700.00 | |
0070 | INLET CICI DES. 3 (2B) | 611(E) 5123 | EA | 1.000 | 1.000 | 1.000 | $3,600.00 | $0.00 | $3,600.00 | |
0071 | INLET MEDIAN BARRIER DES. 1 | 611(E) 5690 | EA | 1.000 | 1.000 | 1.000 | $2,200.00 | $0.00 | $2,200.00 | |
0072 | INLET MEDIAN BARRIER DES. 2 | 611(E) 5692 | EA | 53.000 | 53.000 | 53.000 | $1,800.00 | $0.00 | $95,400.00 | |
0073 | INLET MEDIAN BARRIER DES. 2-2 | 611(E) 5693 | EA | 1.000 | 1.000 | 1.000 | $3,400.00 | $0.00 | $3,400.00 | |
0074 | INLET (SMD-TYPE 1) | 611(E) 6000 | EA | 9.000 | 9.000 | 9.000 | $2,100.00 | $0.00 | $18,900.00 | |
0075 | INLET CICI DES. 2 (ADD'L DEPTH) | 611(F) 5325 | VF | 58.100 | 58.100 | 58.100 | $150.00 | $0.00 | $8,715.00 | |
0076 | INLET CICI DES. 3 (ADD'L DEPTH) | 611(F) 5330 | VF | 101.100 | 101.100 | 101.100 | $300.00 | $0.00 | $30,330.00 | |
0077 | INLET MED. BAR. DES. 1 (ADD'L DEPTH) | 611(F) 5695 | VF | 8.000 | 8.000 | 8.000 | $200.00 | $0.00 | $1,600.00 | |
0078 | INLET MED. BAR. DES. 2 (ADD'L DEPTH) | 611(F) 5697 | VF | 118.400 | 118.400 | 119.300 | $250.00 | $0.00 | $29,825.00 | |
0079 | INLET MED. BAR. DES. 2-2 (ADD'L DEPTH) | 611(F) 5698 | VF | 9.900 | 9.900 | 9.900 | $300.00 | $0.00 | $2,970.00 | |
0080 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 158.000 | 158.000 | 158.000 | $450.00 | $0.00 | $71,100.00 | |
0081 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 160.000 | 160.000 | 160.000 | $250.00 | $0.00 | $40,000.00 | |
0082 | DROP INLET GRATE (24" SPDI) | 611(L) 4479 | EA | 7.000 | 7.000 | 7.000 | $1,300.00 | $0.00 | $9,100.00 | |
0083 | (PL)HEAVY WELD STEEL GRATE | 611(N) 3650 | LB | 2,632.000 | 2,632.000 | 4,235.000 | $2.90 | $0.00 | $12,281.50 | |
0084 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 5.000 | 5.000 | 6.000 | $875.00 | $0.00 | $5,250.00 | |
0085 | MANHOLES REBUILT | 612(B) 0642 | EA | 2.000 | 2.000 | 3.000 | $1,300.00 | $0.00 | $3,900.00 | |
0086 | VALVE BOXES ADJUST TO GRADE | 612(G) 0647 | EA | 3.000 | 3.000 | 3.000 | $100.00 | $0.00 | $300.00 | |
0087 | REMOVE & RESET MANHOLE FRAME & COVER | 612(T) 0706 | EA | 13.000 | 13.000 | 3.000 | 5.000 | $250.00 | $750.00 | $1,250.00 |
0088 | (PL)VIDEO INSPECTION OF CONDUIT | 613 0700 | EA | 2.000 | 2.000 | 0.000 | $2,000.00 | $0.00 | $0.00 | |
0089 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 10,871.000 | 10,871.000 | 64.000 | 10,679.000 | $45.00 | $2,880.00 | $480,555.00 |
0090 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 2,039.000 | 2,039.000 | 2,137.500 | $55.00 | $0.00 | $117,562.50 | |
0091 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 554.000 | 554.000 | 634.000 | $80.00 | $0.00 | $50,720.00 | |
0092 | 36" R.C.PIPE CLASS V | 613(B) 0597 | LF | 20.000 | 20.000 | 128.000 | $225.00 | $0.00 | $28,800.00 | |
0093 | 26" X 15" R.C.PIPE ARCH CLASS A-III | 613(B) 4404 | LF | 494.000 | 494.000 | 297.000 | $75.00 | $0.00 | $22,275.00 | |
0094 | 22" X 13" R.C.PIPE ARCH CLASS A-III | 613(B) 4495 | LF | 125.000 | 125.000 | 322.000 | $125.00 | $0.00 | $40,250.00 | |
0095 | SPECIAL END SECTION OF 38" X 60" RCP ELLIPTICAL | 613(C) 5156 | EA | 1.000 | 1.000 | 1.000 | 1.000 | $2,000.00 | $2,000.00 | $2,000.00 |
0096 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 123.000 | 123.000 | 66.000 | $55.00 | $0.00 | $3,630.00 | |
0097 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 60.000 | 60.000 | 4.000 | $75.00 | $0.00 | $300.00 | |
0098 | 30" CORR. GALV. STEEL PIPE | 613(D) 0691 | LF | 66.000 | 66.000 | 62.750 | $65.00 | $0.00 | $4,078.75 | |
0099 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 2.000 | 2.000 | 1.000 | $625.00 | $0.00 | $625.00 | |
0100 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5732 | EA | 1.000 | 1.000 | 1.000 | $850.00 | $0.00 | $850.00 | |
0101 | 8" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1092 | LF | 400.000 | 400.000 | 0.000 | 400.000 | $4.95 | $0.00 | $1,980.00 |
0102 | 12" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1094 | LF | 13,479.000 | 13,479.000 | 13,479.000 | $8.50 | $0.00 | $114,571.50 | |
0103 | 8" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1097 | LF | 400.000 | 400.000 | 400.000 | $5.00 | $0.00 | $2,000.00 | |
0104 | 12" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1099 | LF | 248.000 | 248.000 | 248.000 | $8.25 | $0.00 | $2,046.00 | |
0105 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $125,000.00 | $6,250.00 | $125,000.00 |
0106 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 5,227.000 | 5,227.000 | 6,128.000 | $4.85 | $0.00 | $29,720.80 | |
0107 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 24,935.000 | 24,935.000 | 18,917.270 | $3.55 | $0.00 | $67,156.30 | |
0108 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 11,453.000 | 11,453.000 | 32,606.330 | $7.50 | $0.00 | $244,547.49 | |
0109 | REMOVAL OF PAVING BRICK ROADWAY | 619(B) 6118 | SY | 775.000 | 775.000 | 841.670 | $3.55 | $0.00 | $2,987.93 | |
0110 | CUT AND CAP ABANDONED WELL | 619(B) 8679 | EA | 2.000 | 2.000 | 2.000 | $1,300.00 | $0.00 | $2,600.00 | |
0111 | PLUG ABANDONED WELL | 619(B) 8715 | LF | 1,200.000 | 1,200.000 | 2,400.000 | $15.00 | $0.00 | $36,000.00 | |
0112 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $355,000.00 | $0.00 | $355,000.00 | |
0113 | FENCE-STYLE CLF (5'HIGH, CLASS A) | 624(D) 4290 | LF | 1,326.000 | 1,326.000 | 0.000 | 1,326.000 | $27.00 | $0.00 | $35,802.00 |
0114 | FENCE-STYLE CLF (8'HIGH, CLASS A) | 624(D) 4294 | LF | 10,104.000 | 10,104.000 | 137.000 | 7,437.000 | $32.00 | $4,384.00 | $237,984.00 |
0115 | GATES-STYLE CLF (8'HIGH X 8'LONG) | 624(E) 5990 | EA | 2.000 | 2.000 | 4.000 | $1,200.00 | $0.00 | $4,800.00 | |
0116 | PERMANENT BARRICADE UNIT | 880(C) 8850 | EA | 6.000 | 6.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
0117 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 20.000 | 20.000 | 16.000 | $54.00 | $0.00 | $864.00 | |
8026 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 0.000 | 1.000 | 1.000 | $68,621.74 | $0.00 | $68,621.74 | |
Subtotals For Category 0100/ROADWAY | $238,953.20 | $26,662,284.35 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0110/BNSF RAILROAD CONSTRUCTION | ||||||||
0118 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 30.000 | 30.000 | 30.000 | $55.00 | $0.00 | $1,650.00 | |
0119 | RAILROAD FLAGGING | 104 0900 | HOUR | 600.000 | 600.000 | 3,335.000 | $100.00 | $0.00 | $333,500.00 | |
0120 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 41,341.000 | 41,341.000 | 41,341.000 | $4.50 | $0.00 | $186,034.50 | |
0121 | TEMPORARY SILT FENCE | 223 2801 | LF | 1,950.000 | 1,950.000 | 339.000 | $2.50 | $0.00 | $847.50 | |
0122 | TEMPORARY SILT DIKE | 227 0100 | LF | 200.000 | 200.000 | 0.000 | $7.50 | $0.00 | $0.00 | |
0123 | SOLID SLAB SODDING | 230(A) 2806 | SY | 22,135.000 | 22,135.000 | 8,202.330 | $1.65 | $0.00 | $13,533.84 | |
0124 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 3.600 | 3.600 | 0.000 | $375.00 | $0.00 | $0.00 | |
0125 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 1.700 | 1.700 | 1.080 | $630.00 | $0.00 | $680.40 | |
0126 | MOWING | 241 2832 | AC | 23.900 | 23.900 | 0.000 | $63.00 | $0.00 | $0.00 | |
0127 | (PL)TEMPORARY INLET SEDIMENT FILTER | 243 0450 | EA | 1.000 | 1.000 | 0.000 | $160.00 | $0.00 | $0.00 | |
0128 | (PL)ASPHALT CONCRETE (6") | 411 4540 | SY | 2,613.000 | 2,613.000 | 2,090.200 | $28.00 | $0.00 | $58,525.60 | |
0129 | HANDRAILING | 504(G) 6006 | LF | 174.000 | 186.000 | 186.000 | $150.00 | $0.00 | $27,900.00 | |
0130 | CLASS C CONCRETE | 509(D) 0325 | CY | 5.000 | 5.000 | 0.000 | 145.000 | $400.00 | $0.00 | $58,000.00 |
0131 | RETAINING WALL | 510(A) 6333 | SY | 216.000 | 237.000 | 237.000 | $900.00 | $0.00 | $213,300.00 | |
0132 | DRILLED SHAFTS 30" DIAMETER | 516(A) 6091 | LF | 1,278.000 | 1,319.000 | 1,319.000 | $220.00 | $0.00 | $290,180.00 | |
0133 | DRILLED SHAFTS 36" DIAMETER | 516(A) 6092 | LF | 792.000 | 792.000 | 792.000 | $240.00 | $0.00 | $190,080.00 | |
0134 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 364.000 | 364.000 | 364.000 | $3.55 | $0.00 | $1,292.20 | |
8005 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $13,754.18 | $0.00 | $13,754.18 | |
Subtotals For Category 0110/BNSF RAILROAD CONSTRUCTION | $0.00 | $1,389,278.22 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0120/UP RAILROAD CONSTRUCTION | ||||||||
0135 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 100.000 | 100.000 | 0.000 | $33.00 | $0.00 | $0.00 | |
0136 | RAILROAD FLAGGING | 104 0900 | HOUR | 1,400.000 | 1,400.000 | 5,524.000 | $155.00 | $0.00 | $856,220.00 | |
0137 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 227,188.000 | 227,188.000 | 227,188.000 | $4.50 | $0.00 | $1,022,346.00 | |
0138 | TEMPORARY SILT FENCE | 223 2801 | LF | 8,569.000 | 8,569.000 | 374.000 | $2.50 | $0.00 | $935.00 | |
0139 | TEMPORARY SILT DIKE | 227 0100 | LF | 840.000 | 840.000 | 49.000 | $7.50 | $0.00 | $367.50 | |
0140 | SOLID SLAB SODDING | 230(A) 2806 | SY | 43,927.000 | 43,927.000 | 1,280.000 | $1.65 | $0.00 | $2,112.00 | |
0141 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 11.600 | 11.600 | 0.000 | $380.00 | $0.00 | $0.00 | |
0142 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 3.300 | 3.300 | 0.000 | $630.00 | $0.00 | $0.00 | |
0143 | (PL)ROCK FILTER DAM, TYPE 3 | 235(C) 0102 | CY | 35.000 | 35.000 | 0.000 | $89.00 | $0.00 | $0.00 | |
0144 | MOWING | 241 2832 | AC | 45.500 | 45.500 | 0.000 | $63.00 | $0.00 | $0.00 | |
0145 | (PL)TEMPORARY INLET SEDIMENT FILTER | 243 0450 | EA | 7.000 | 7.000 | 0.000 | $155.00 | $0.00 | $0.00 | |
0146 | (SP)GEOGRID EARTH REINFORCEMENT | 246(A) 7041 | SY | 25,279.000 | 25,279.000 | 26,206.950 | $4.30 | $0.00 | $112,689.89 | |
0147 | AGGREGATE BASE | 303 0192 | CY | 29,779.000 | 29,779.000 | 29,014.990 | $50.00 | $0.00 | $1,450,749.50 | |
0148 | SEPARATOR FABRIC | 325 5271 | SY | 40,121.000 | 40,121.000 | 41,045.390 | $1.00 | $0.00 | $41,045.39 | |
0149 | (SP)LIME | 327(D) 4230 | TON | 877.000 | 877.000 | 345.760 | $165.00 | $0.00 | $57,050.40 | |
0150 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 40,390.000 | 40,390.000 | 23,233.330 | $3.00 | $0.00 | $69,699.99 | |
0151 | CLSM BACKFILL | 501(G) 6309 | CY | 555.000 | 555.000 | 603.000 | $175.00 | $0.00 | $105,525.00 | |
0152 | CLASS A CONCRETE | 509(B) 0321 | CY | 27.000 | 27.000 | 32.400 | $620.00 | $0.00 | $20,088.00 | |
0153 | CLASS C CONCRETE | 509(D) 0325 | CY | 2,461.000 | 2,461.000 | 0.000 | 2,461.000 | $250.00 | $0.00 | $615,250.00 |
0154 | REINFORCING STEEL | 511(A) 0332 | LB | 2,143.000 | 2,143.000 | 2,143.000 | $1.00 | $0.00 | $2,143.00 | |
0155 | (PL)SUB-BALLAST TYPE B | 550 6509 | CY | 15,575.000 | 15,575.000 | 15,575.000 | $55.00 | $0.00 | $856,625.00 | |
0156 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 18.000 | 18.000 | 0.000 | 753.310 | $65.00 | $0.00 | $48,965.15 |
0157 | FILTER FABRIC (RIPRAP) | 601(E) 6312 | SY | 30.000 | 30.000 | 0.000 | 281.000 | $10.00 | $0.00 | $2,810.00 |
0158 | INLET GPI TYPE 2 (DES. 9) | 611(E) 5335 | EA | 1.000 | 1.000 | 1.000 | $2,900.00 | $0.00 | $2,900.00 | |
0159 | INLET (SMD-TYPE 1) | 611(E) 6000 | EA | 1.000 | 1.000 | 1.000 | $2,100.00 | $0.00 | $2,100.00 | |
0160 | INLET GPI TYPE 2 (ADD'L DEPTH) | 611(F) 5375 | VF | 1.000 | 1.000 | 1.000 | $500.00 | $0.00 | $500.00 | |
0161 | 18" R.C.PIPE CLASS V | 613(B) 0594 | LF | 121.000 | 121.000 | 112.000 | $75.00 | $0.00 | $8,400.00 | |
0162 | 24" R.C.PIPE CLASS V | 613(B) 0595 | LF | 141.000 | 141.000 | 141.000 | $100.00 | $0.00 | $14,100.00 | |
0163 | 30" R.C.PIPE CLASS V | 613(B) 0596 | LF | 126.000 | 126.000 | 126.000 | $125.00 | $0.00 | $15,750.00 | |
0164 | 60" R.C.PIPE CLASS V | 613(B) 0680 | LF | 126.000 | 126.000 | 176.000 | $300.00 | $0.00 | $52,800.00 | |
0165 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 2.000 | 2.000 | 2.000 | $775.00 | $0.00 | $1,550.00 | |
0166 | 60" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5742 | EA | 2.000 | 2.000 | 2.000 | $2,000.00 | $0.00 | $4,000.00 | |
0167 | 12" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1094 | LF | 3,393.000 | 3,393.000 | 3,336.000 | $8.50 | $0.00 | $28,356.00 | |
0168 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 40.000 | 40.000 | 0.000 | $55.00 | $0.00 | $0.00 | |
Subtotals For Category 0120/UP RAILROAD CONSTRUCTION | $0.00 | $5,395,077.82 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0130/SANITARY SEWER RELOCATION | ||||||||
0169 | TEMPORARY SILT FENCE | 223 2801 | LF | 7,000.000 | 7,000.000 | 703.000 | $1.50 | $0.00 | $1,054.50 | |
0170 | SOLID SLAB SODDING | 230(A) 2806 | SY | 1,500.000 | 1,500.000 | 12,665.440 | $2.50 | $0.00 | $31,663.60 | |
0171 | TACK COAT | 407 0250 | GAL | 101.000 | 101.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0172 | PRIME COAT | 408 5774 | GAL | 109.000 | 109.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0173 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 75.000 | 75.000 | 0.000 | $124.00 | $0.00 | $0.00 | |
0174 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 300.000 | 300.000 | 0.000 | $137.00 | $0.00 | $0.00 | |
0175 | H.E.S. CONCRETE (FULL DEPTH PATCHING) | 414(B) 5913 | SY | 250.000 | 250.000 | 49.170 | $111.00 | $0.00 | $5,457.87 | |
0176 | CLSM BACKFILL | 501(G) 6309 | CY | 700.000 | 700.000 | 0.000 | 180.000 | $185.00 | $0.00 | $33,300.00 |
0177 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 180.000 | 180.000 | 0.000 | $27.00 | $0.00 | $0.00 | |
0178 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 9.000 | 9.000 | 4.000 | $1,900.00 | $0.00 | $7,600.00 | |
0179 | MANHOLE (6' DIAMETER) | 611(A) 2659 | EA | 6.000 | 6.000 | 7.000 | $3,700.00 | $0.00 | $25,900.00 | |
0180 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 18.000 | 18.000 | 9.340 | $125.00 | $0.00 | $1,167.50 | |
0181 | ADD'L.DEPTH IN MANHOLE (6' DIAMETER) | 611(B) 2682 | VF | 80.000 | 80.000 | 64.790 | $125.00 | $0.00 | $8,098.75 | |
0182 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 15.000 | 15.000 | 11.000 | $435.00 | $0.00 | $4,785.00 | |
0183 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 7.000 | 7.000 | 2.000 | $500.00 | $0.00 | $1,000.00 | |
0184 | (PL)VIDEO INSPECTION OF CONDUIT | 613 0700 | EA | 1.000 | 1.000 | 1.000 | $4,400.00 | $0.00 | $4,400.00 | |
0185 | SEWER FLOW CONTROL | 615 5980 | LSUM | 1.000 | 1.000 | 1.000 | $1,300.00 | $0.00 | $1,300.00 | |
0186 | SEWER LEAKAGE TEST (<24" DIA.) | 615 5985 | LF | 1,350.000 | 1,350.000 | 20.000 | $1.30 | $0.00 | $26.00 | |
0187 | SEWER LEAKAGE TEST (>OR= 24" DIA.) | 615 5990 | LF | 2,100.000 | 2,100.000 | 2,066.000 | $1.30 | $0.00 | $2,685.80 | |
0188 | DEFLECTION TEST (8" PIPE) | 615 6505 | LSUM | 1.000 | 1.000 | 0.000 | $130.00 | $0.00 | $0.00 | |
0189 | DEFLECTION TEST 36" | 615 6535 | LSUM | 1.000 | 1.000 | 1.000 | $130.00 | $0.00 | $130.00 | |
0190 | 8" POLYVINYL CHLORIDE (PVC) PIPE | 615(C) 6120 | LF | 1,350.000 | 1,350.000 | 13.000 | $95.00 | $0.00 | $1,235.00 | |
0191 | 36" POLYVINYL CHLORIDE (PVC) PIPE | 615(C) 6135 | LF | 2,100.000 | 2,100.000 | 2,066.000 | $130.00 | $0.00 | $268,580.00 | |
0192 | SANITARY SEWER SERVICE CONNECTION | 615(D) 0300 | EA | 1.000 | 1.000 | 1.000 | $130.00 | $0.00 | $130.00 | |
0193 | TRENCH EXCAVATION | 615(F) 6129 | CY | 5,800.000 | 5,800.000 | 6,318.870 | $10.00 | $0.00 | $63,188.70 | |
0194 | STANDARD BEDDING MATERIAL | 615(G) 6131 | CY | 1,600.000 | 1,600.000 | 1,791.890 | $45.00 | $0.00 | $80,635.05 | |
0195 | 48" STEEL CASING PIPE | 615(H) 0320 | LF | 720.000 | 720.000 | 720.000 | $300.00 | $0.00 | $216,000.00 | |
0196 | BORE AND JACK 48" STEEL CASING | 616(U) 6250 | LF | 720.000 | 720.000 | 720.000 | $600.00 | $0.00 | $432,000.00 | |
0197 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $2,000.00 | $0.00 | $2,000.00 | |
0198 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 250.000 | 250.000 | 0.000 | $8.00 | $0.00 | $0.00 | |
0199 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 820.000 | 820.000 | 93.330 | $8.00 | $0.00 | $746.64 | |
0200 | REMOVAL OF MANHOLES | 619(B) 4742 | EA | 11.000 | 11.000 | 6.000 | $300.00 | $0.00 | $1,800.00 | |
0201 | REMOVAL OF CURB | 619(B) 4791 | LF | 180.000 | 180.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0202 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 1,200.000 | 1,200.000 | 40.000 | $1.50 | $0.00 | $60.00 | |
0203 | PLUGGING ABANDONED SEWER | 619(B) 8660 | EA | 20.000 | 20.000 | 18.000 | $130.00 | $0.00 | $2,340.00 | |
0204 | SAWING PAVEMENT | 619(C) 0924 | LF | 350.000 | 350.000 | 56.000 | $4.00 | $0.00 | $224.00 | |
Subtotals For Category 0130/SANITARY SEWER RELOCATION | $0.00 | $1,197,508.41 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0140/WATER LINE RELOCATION | ||||||||
0205 | TEMPORARY SILT FENCE | 223 2801 | LF | 7,900.000 | 7,900.000 | 124.000 | $1.50 | $0.00 | $186.00 | |
0206 | SOLID SLAB SODDING | 230(A) 2806 | SY | 11,000.000 | 11,000.000 | 1,562.800 | $2.50 | $0.00 | $3,907.00 | |
0207 | TACK COAT | 407 0250 | GAL | 68.000 | 68.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0208 | PRIME COAT | 408 5774 | GAL | 102.000 | 102.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0209 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 226.000 | 226.000 | 0.000 | $125.00 | $0.00 | $0.00 | |
0210 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 76.000 | 76.000 | 85.960 | $137.00 | $0.00 | $11,776.52 | |
0211 | H.E.S. CONCRETE (FULL DEPTH PATCHING) | 414(B) 5913 | SY | 108.000 | 108.000 | 86.420 | $110.00 | $0.00 | $9,506.20 | |
0212 | CLSM BACKFILL | 501(G) 6309 | CY | 400.000 | 400.000 | 0.000 | 72.000 | $185.00 | $0.00 | $13,320.00 |
0213 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 255.000 | 255.000 | 0.000 | 30.000 | $27.00 | $0.00 | $810.00 |
0214 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 160.000 | 160.000 | 0.000 | $43.00 | $0.00 | $0.00 | |
0215 | VALVE BOXES ADJUST TO GRADE | 612(G) 0647 | EA | 15.000 | 15.000 | 7.000 | $37.00 | $0.00 | $259.00 | |
0216 | FIRE HYDRANT RELOCATION | 612(J) 0651 | EA | 4.000 | 4.000 | 4.000 | $1,300.00 | $0.00 | $5,200.00 | |
0217 | DISINFECTION AND TESTING | 612(M) 4819 | LSUM | 1.000 | 1.000 | 1.000 | $125.00 | $0.00 | $125.00 | |
0218 | BORE & JACK 42" CASING | 613(U) 0600 | LF | 720.000 | 720.000 | 840.000 | $545.00 | $0.00 | $457,800.00 | |
0219 | 42" STEEL CASING PIPE | 615(H) 0310 | LF | 720.000 | 720.000 | 840.000 | $280.00 | $0.00 | $235,200.00 | |
0220 | 4" PLUG | 616 0104 | EA | 1.000 | 1.000 | 0.000 | $31.00 | $0.00 | $0.00 | |
0221 | 6" PLUG | 616 0108 | EA | 11.000 | 11.000 | 0.000 | $86.00 | $0.00 | $0.00 | |
0222 | 10" PLUG | 616 0112 | EA | 2.000 | 2.000 | 0.000 | $125.00 | $0.00 | $0.00 | |
0223 | 12" PLUG | 616 0118 | EA | 1.000 | 1.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
0224 | 30" WATER LINE CONNECTION | 616 0143 | EA | 2.000 | 2.000 | 2.000 | $6,200.00 | $0.00 | $12,400.00 | |
0225 | (PL)DUCTILE IRON FITTINGS | 616(A) 0850 | LB | 3,760.000 | 3,760.000 | 3,820.000 | $1.50 | $0.00 | $5,730.00 | |
0226 | 12" DUCTILE IRON PIPE RESTRAINED JOINT | 616(A) 5830 | LF | 910.000 | 910.000 | 810.000 | $106.00 | $0.00 | $85,860.00 | |
0227 | 30" DUCTILE IRON PIPE RESTRAINED JOINT | 616(A) 5860 | LF | 738.000 | 738.000 | 840.000 | $190.00 | $0.00 | $159,600.00 | |
0228 | 6" DUCTILE IRON PIPE W/POLYETHYLENE ENCASEMENT | 616(A) 6010 | LF | 100.000 | 100.000 | 51.000 | $86.00 | $0.00 | $4,386.00 | |
0229 | 12" DUCTILE IRON PIPE W/POLYETHYLENE ENCASEMENT | 616(A) 6030 | LF | 2,831.000 | 2,831.000 | 2,831.000 | $100.00 | $0.00 | $283,100.00 | |
0230 | 30" DUCTILE IRON PIPE W/POLTETHYLENE ENCASEMENT | 616(A) 6050 | LF | 79.000 | 79.000 | 0.000 | $168.00 | $0.00 | $0.00 | |
0231 | 12" VALVES (TAPPING) | 616(D) 0865 | EA | 3.000 | 3.000 | 3.000 | $3,700.00 | $0.00 | $11,100.00 | |
0232 | 6" GATE VALVE | 616(D) 1070 | EA | 3.000 | 3.000 | 3.000 | $750.00 | $0.00 | $2,250.00 | |
0233 | 12" GATE VALVE | 616(D) 1100 | EA | 2.000 | 2.000 | 2.000 | $1,900.00 | $0.00 | $3,800.00 | |
0234 | 30" VALVES | 616(D) 4920 | EA | 3.000 | 3.000 | 2.000 | $20,000.00 | $0.00 | $40,000.00 | |
0235 | 12" X 12" TAPPING SLEEVE | 616(D) 7023 | EA | 1.000 | 1.000 | 1.000 | $3,100.00 | $0.00 | $3,100.00 | |
0236 | 30" X 12" TAPPING SLEEVE | 616(D) 8030 | EA | 2.000 | 2.000 | 2.000 | $6,200.00 | $0.00 | $12,400.00 | |
0237 | FIRE HYDRANTS | 616(G) 1192 | EA | 4.000 | 4.000 | 4.000 | $5,000.00 | $0.00 | $20,000.00 | |
0238 | 30" SOLID SLEEVE | 616(I) 0027 | EA | 2.000 | 2.000 | 2.000 | $3,800.00 | $0.00 | $7,600.00 | |
0239 | (PL)20" STEEL CASING | 616(I) 5266 | LF | 910.000 | 910.000 | 945.000 | $55.00 | $0.00 | $51,975.00 | |
0240 | 30" X 30" X 6" TEE | 616(J) 0300 | EA | 1.000 | 1.000 | 1.000 | $3,700.00 | $0.00 | $3,700.00 | |
0241 | 30" 45 DEGREE FITTING | 616(K) 0075 | EA | 4.000 | 4.000 | 4.000 | $5,000.00 | $0.00 | $20,000.00 | |
0242 | BORE AND JACK 20" STEEL CASING | 616(U) 6210 | LF | 910.000 | 910.000 | 945.000 | $200.00 | $0.00 | $189,000.00 | |
0243 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $1,200.00 | $0.00 | $1,200.00 | |
0244 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 202.000 | 202.000 | 58.000 | $4.00 | $0.00 | $232.00 | |
0245 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 65.000 | 65.000 | 0.000 | $8.00 | $0.00 | $0.00 | |
0246 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 682.000 | 682.000 | 647.770 | $8.00 | $0.00 | $5,182.16 | |
0247 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 160.000 | 160.000 | 0.000 | $8.00 | $0.00 | $0.00 | |
0248 | REMOVAL OF FIRE HYDRANT | 619(B) 5949 | EA | 6.000 | 6.000 | 6.000 | $310.00 | $0.00 | $1,860.00 | |
0249 | (PL)REMOVAL OF WATER LINE | 619(B) 7220 | LF | 900.000 | 900.000 | 896.000 | $6.00 | $0.00 | $5,376.00 | |
0250 | SAWING PAVEMENT | 619(C) 0924 | LF | 105.000 | 105.000 | 673.000 | $4.00 | $0.00 | $2,692.00 | |
Subtotals For Category 0140/WATER LINE RELOCATION | $0.00 | $1,670,632.88 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0200/BRIDGE M-P | ||||||||
0251 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 2,555.000 | 2,555.000 | 2,555.000 | $10.00 | $0.00 | $25,550.00 | |
0252 | SELECT BACKFILL | 501(E) 6354 | CY | 7,855.000 | 7,855.000 | 7,855.000 | $5.00 | $0.00 | $39,275.00 | |
0253 | GRANULAR BACKFILL | 501(F) 6352 | CY | 1,815.000 | 1,815.000 | 1,815.000 | $40.00 | $0.00 | $72,600.00 | |
0254 | PRESTRESSED CONCRETE BEAMS | 503(A) 6123 | LF | 2,528.900 | 2,528.900 | 2,528.900 | $275.00 | $0.00 | $695,447.50 | |
0255 | (PL)SEAM COVER | 504 6410 | EA | 2.000 | 2.000 | 2.000 | $8,000.00 | $0.00 | $16,000.00 | |
0256 | (PL)PARAPET ORNAMENT | 504 6415 | EA | 4.000 | 4.000 | 4.000 | $6,000.00 | $0.00 | $24,000.00 | |
0257 | (PL)ABUTMENT PYLON | 504 6420 | EA | 4.000 | 4.000 | 4.000 | $34,000.00 | $0.00 | $136,000.00 | |
0258 | (PL)PIER PYLON | 504 6425 | EA | 2.000 | 2.000 | 2.000 | $13,000.00 | $0.00 | $26,000.00 | |
0259 | APPROACH SLAB | 504(A) 1304 | SY | 613.000 | 613.000 | 0.000 | 613.000 | $175.00 | $0.00 | $107,275.00 |
0260 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 176.100 | 176.100 | 176.100 | $250.00 | $0.00 | $44,025.00 | |
0261 | CONCRETE PARAPET | 504(F) 1381 | LF | 638.900 | 638.900 | 0.000 | 638.900 | $95.00 | $0.00 | $60,695.50 |
0262 | HANDRAILING | 504(G) 6006 | LF | 454.900 | 454.900 | 454.900 | $150.00 | $0.00 | $68,235.00 | |
0263 | CLASS AA CONCRETE | 509(A) 1326 | CY | 1,584.400 | 1,584.400 | 1,585.400 | $475.00 | $0.00 | $753,065.00 | |
0264 | CLASS A CONCRETE | 509(B) 1328 | CY | 1,418.500 | 1,418.500 | 1,418.500 | $475.00 | $0.00 | $673,787.50 | |
0265 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 477,810.000 | 477,810.000 | 477,810.000 | $0.80 | $0.00 | $382,248.00 | |
0266 | PILES, FURNISHED (HP 14X73) | 514(A) 6012 | LF | 4,354.000 | 4,354.000 | 4,438.830 | $40.00 | $0.00 | $177,553.20 | |
0267 | PILES, DRIVEN (HP 14X73) | 514(B) 6296 | LF | 4,354.000 | 4,354.000 | 4,438.830 | $15.00 | $0.00 | $66,582.45 | |
0268 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 99.000 | 99.000 | 99.000 | $450.00 | $0.00 | $44,550.00 | |
0269 | (SP)PULSE-ECHO TESTING | 516 6350 | EA | 12.000 | 12.000 | 12.000 | $1,000.00 | $0.00 | $12,000.00 | |
0270 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 690.000 | 690.000 | 690.000 | $600.00 | $0.00 | $414,000.00 | |
0271 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 24.000 | 24.000 | 24.000 | $1,600.00 | $0.00 | $38,400.00 | |
0272 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 24.000 | 24.000 | 24.000 | $1,600.00 | $0.00 | $38,400.00 | |
0273 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 302.000 | 302.000 | 302.000 | $25.00 | $0.00 | $7,550.00 | |
0274 | FENCE-STYLE CLF (8'HIGH, CLASS A) | 624(D) 4294 | LF | 184.000 | 184.000 | 0.000 | 184.000 | $250.00 | $0.00 | $46,000.00 |
8025 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | 1.000 | 0.000 | $-5,619.29 | $0.00 | $0.00 | |
8028 | MILESTONE INCENTIVE COMPENSATION | 644 7215 | LSUM | 0.000 | 1.000 | 1.000 | $260,000.00 | $0.00 | $260,000.00 | |
Subtotals For Category 0200/BRIDGE M-P | $0.00 | $4,229,239.15 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0201/ROBINSON BRIDGE M-R1 | ||||||||
0275 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 13,355.000 | 13,355.000 | 13,355.000 | $7.50 | $0.00 | $100,162.50 | |
0276 | SELECT BACKFILL | 501(E) 6354 | CY | 8,765.000 | 8,765.000 | 8,765.000 | $7.50 | $0.00 | $65,737.50 | |
0277 | GRANULAR BACKFILL | 501(F) 6352 | CY | 4,590.000 | 4,590.000 | 4,590.000 | $40.00 | $0.00 | $183,600.00 | |
0278 | PRESTRESSED CONCRETE BEAMS | 503(A) 6123 | LF | 2,677.000 | 2,677.000 | 2,677.000 | $250.00 | $0.00 | $669,250.00 | |
0279 | (PL)SEAM COVER | 504 6410 | EA | 5.000 | 5.000 | 5.000 | $7,500.00 | $0.00 | $37,500.00 | |
0280 | (PL)PARAPET ORNAMENT | 504 6415 | EA | 11.000 | 11.000 | 11.000 | $3,000.00 | $0.00 | $33,000.00 | |
0281 | (PL)ABUTMENT PYLON | 504 6420 | EA | 4.000 | 4.000 | 4.000 | $42,500.00 | $0.00 | $170,000.00 | |
0282 | (PL)PIER PYLON | 504 6425 | EA | 2.000 | 2.000 | 2.000 | $12,500.00 | $0.00 | $25,000.00 | |
0283 | APPROACH SLAB | 504(A) 1304 | SY | 624.400 | 624.400 | 624.400 | $160.00 | $0.00 | $99,904.00 | |
0284 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 339.700 | 339.700 | 339.700 | $240.00 | $0.00 | $81,528.00 | |
0285 | CONCRETE PARAPET | 504(F) 1381 | LF | 707.100 | 707.100 | 707.100 | $90.00 | $0.00 | $63,639.00 | |
0286 | HANDRAILING | 504(G) 6006 | LF | 521.900 | 521.900 | 521.900 | $100.00 | $0.00 | $52,190.00 | |
0287 | STRUCTURAL STEEL | 506(A) 1322 | LB | 660.000 | 660.000 | 660.000 | $10.00 | $0.00 | $6,600.00 | |
0288 | CLASS AA CONCRETE | 509(A) 1326 | CY | 1,278.200 | 1,278.200 | 1,278.200 | $412.50 | $0.00 | $527,257.51 | |
0289 | CLASS A CONCRETE | 509(B) 1328 | CY | 3,297.800 | 3,297.800 | 3,297.800 | $375.00 | $0.00 | $1,236,675.00 | |
0290 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 643,220.000 | 643,220.000 | 643,220.000 | $0.85 | $0.00 | $546,737.01 | |
0291 | PILES, FURNISHED (HP 14X73) | 514(A) 6012 | LF | 3,567.000 | 3,567.000 | 3,662.900 | $45.00 | $0.00 | $164,830.50 | |
0292 | PILES, DRIVEN (HP 14X73) | 514(B) 6296 | LF | 3,567.000 | 3,567.000 | 3,662.900 | $12.50 | $0.00 | $45,786.26 | |
0293 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 127.000 | 127.000 | 127.000 | $500.00 | $0.00 | $63,500.00 | |
0294 | (SP)PULSE-ECHO TESTING | 516 6350 | EA | 12.000 | 12.000 | 19.000 | $1,000.00 | $0.00 | $19,000.00 | |
0295 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 405.000 | 405.000 | 405.000 | $750.00 | $0.00 | $303,750.00 | |
0296 | DRILLED SHAFTS 96" DIAMETER | 516(A) 6105 | LF | 168.000 | 168.000 | 168.000 | $1,000.00 | $0.00 | $168,000.00 | |
0297 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 183.300 | 183.300 | 183.300 | $5.00 | $0.00 | $916.50 | |
0298 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 2.000 | 2.000 | 2.000 | $200.00 | $0.00 | $400.00 | |
0299 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 35.000 | 35.000 | 35.000 | $1,250.00 | $0.00 | $43,750.00 | |
0300 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 35.000 | 35.000 | 35.000 | $1,250.00 | $0.00 | $43,750.00 | |
0301 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 378.000 | 378.000 | 382.200 | $40.00 | $0.00 | $15,288.00 | |
0302 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 16.000 | 16.000 | 16.000 | $40.00 | $0.00 | $640.00 | |
0303 | FENCE-STYLE CLF (8'HIGH, CLASS A) | 624(D) 4294 | LF | 134.000 | 134.000 | 0.000 | 134.000 | $150.00 | $0.00 | $20,100.00 |
8000 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 2.000 | 2.000 | $8,655.71 | $0.00 | $17,311.42 | |
Subtotals For Category 0201/ROBINSON BRIDGE M-R1 | $0.00 | $4,805,803.20 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0202/RAMP "N" BRIDGE M-R2 | ||||||||
0304 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 2,030.000 | 2,030.000 | 2,030.000 | $10.00 | $0.00 | $20,300.00 | |
0305 | SELECT BACKFILL | 501(E) 6354 | CY | 580.000 | 580.000 | 580.000 | $10.00 | $0.00 | $5,800.00 | |
0306 | GRANULAR BACKFILL | 501(F) 6352 | CY | 400.000 | 400.000 | 400.000 | $40.00 | $0.00 | $16,000.00 | |
0307 | APPROACH SLAB | 504(A) 1304 | SY | 106.400 | 106.400 | 106.400 | $160.00 | $0.00 | $17,024.00 | |
0308 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 30.000 | 30.000 | 30.000 | $300.00 | $0.00 | $9,000.00 | |
0309 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 405.200 | 405.200 | 0.000 | 405.200 | $90.00 | $0.00 | $36,468.00 |
0310 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,160.000 | 1,160.000 | 1,160.000 | $10.00 | $0.00 | $11,600.00 | |
0311 | CLASS AA CONCRETE | 509(A) 1326 | CY | 373.300 | 373.300 | 373.300 | $1,000.00 | $0.00 | $373,300.00 | |
0312 | CLASS A CONCRETE | 509(B) 1328 | CY | 591.900 | 591.900 | 591.900 | $600.00 | $0.00 | $355,140.00 | |
0313 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 236,170.000 | 236,170.000 | 236,170.000 | $0.85 | $0.00 | $200,744.50 | |
0314 | PILES, FURNISHED (HP 14X73) | 514(A) 6012 | LF | 499.000 | 499.000 | 499.000 | $45.00 | $0.00 | $22,455.00 | |
0315 | PILES, DRIVEN (HP 14X73) | 514(B) 6296 | LF | 499.000 | 499.000 | 499.940 | $12.50 | $0.00 | $6,249.25 | |
0316 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 14.000 | 14.000 | 14.000 | $500.00 | $0.00 | $7,000.00 | |
0317 | (SP)PULSE-ECHO TESTING | 516 6350 | EA | 7.000 | 7.000 | 7.000 | $1,000.00 | $0.00 | $7,000.00 | |
0318 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 178.000 | 178.000 | 178.000 | $500.00 | $0.00 | $89,000.00 | |
0319 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 84.000 | 84.000 | 84.000 | $700.00 | $0.00 | $58,800.00 | |
0320 | DRILLED SHAFTS 96" DIAMETER | 516(A) 6105 | LF | 40.000 | 40.000 | 40.000 | $1,000.00 | $0.00 | $40,000.00 | |
0321 | DRILLED SHAFTS 108" DIAMETER | 516(A) 6126 | LF | 5.000 | 5.000 | 0.000 | 5.000 | $2,500.00 | $0.00 | $12,500.00 |
0322 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 118.400 | 118.400 | 118.400 | $5.00 | $0.00 | $592.00 | |
0323 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 2.000 | 2.000 | 2.000 | $200.00 | $0.00 | $400.00 | |
0324 | (PL)ELASTOMERIC BEARING PADS | 535 6282 | EA | 9.000 | 9.000 | 9.000 | $1,000.00 | $0.00 | $9,000.00 | |
0325 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 60.000 | 60.000 | 60.000 | $40.00 | $0.00 | $2,400.00 | |
0326 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 20.000 | 20.000 | 20.000 | $40.00 | $0.00 | $800.00 | |
0327 | FENCE-STYLE CLF (8'HIGH, CLASS A) | 624(D) 4294 | LF | 26.000 | 26.000 | 0.000 | 26.000 | $150.00 | $0.00 | $3,900.00 |
Subtotals For Category 0202/RAMP "N" BRIDGE M-R2 | $0.00 | $1,305,472.75 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0203/SB SHIELDS BRIDGE M-S1(SB) | ||||||||
0328 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 2,060.000 | 2,060.000 | 2,060.000 | $10.00 | $0.00 | $20,600.00 | |
0329 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 2,607.000 | 2,607.000 | 2,606.970 | $225.00 | $0.00 | $586,568.25 | |
0330 | PRESTRESSED CONCRETE BEAMS (TYPE J BT) | 503(A) 6290 | LF | 1,278.000 | 1,278.000 | 1,278.000 | $250.00 | $0.00 | $319,500.00 | |
0331 | (PL)SEAM COVER | 504 6410 | EA | 2.000 | 2.000 | 2.000 | $7,500.00 | $0.00 | $15,000.00 | |
0332 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 608.300 | 608.300 | 608.300 | $240.00 | $0.00 | $145,992.00 | |
0333 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 701.200 | 701.200 | 701.200 | $90.00 | $0.00 | $63,108.00 | |
0334 | RAPID CURE JOINT SEALANT | 504(H) 6390 | LF | 328.500 | 328.500 | 328.500 | $20.00 | $0.00 | $6,570.00 | |
0335 | (SP)ELASTOMERIC MORTAR(PATCHING) | 505(E) 6250 | CF | 111.500 | 111.500 | 119.500 | $500.00 | $0.00 | $59,750.00 | |
0336 | STRUCTURAL STEEL | 506(A) 1322 | LB | 6,480.000 | 6,480.000 | 6,480.000 | $3.00 | $0.00 | $19,440.00 | |
0337 | CLASS AA CONCRETE | 509(A) 1326 | CY | 1,282.600 | 1,282.600 | 1,286.540 | $412.50 | $0.00 | $530,697.75 | |
0338 | CLASS A CONCRETE | 509(B) 1328 | CY | 649.500 | 649.500 | 649.500 | $600.00 | $0.00 | $389,700.00 | |
0339 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 355,690.000 | 355,690.000 | 356,691.280 | $0.85 | $0.00 | $303,187.59 | |
0340 | (SP)PULSE-ECHO TESTING | 516 6350 | EA | 12.000 | 12.000 | 12.000 | $1,000.00 | $0.00 | $12,000.00 | |
0341 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 267.000 | 267.000 | 279.500 | $700.00 | $0.00 | $195,650.00 | |
0342 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 249.000 | 249.000 | 249.000 | $750.00 | $0.00 | $186,750.00 | |
0343 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 120.000 | 120.000 | 54.080 | $50.00 | $0.00 | $2,704.00 | |
0344 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 10.000 | 10.000 | 1.000 | $300.00 | $0.00 | $300.00 | |
0345 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 5.000 | 5.000 | 0.000 | 57.470 | $1,250.00 | $0.00 | $71,837.50 |
0346 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 186.400 | 186.400 | 186.400 | $5.00 | $0.00 | $932.00 | |
0347 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 2.500 | 2.500 | 2.500 | $200.00 | $0.00 | $500.00 | |
0348 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 42.000 | 42.000 | 42.000 | $750.00 | $0.00 | $31,500.00 | |
0349 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 52.000 | 52.000 | 52.000 | $750.00 | $0.00 | $39,000.00 | |
0350 | (PL)REMOVAL OF BRIDGE ITEM (TYPE A) | 619(B) 2510 | LSUM | 1.000 | 1.000 | 1.000 | $75,000.00 | $0.00 | $75,000.00 | |
0351 | (PL)REMOVAL OF BRIDGE ITEM (TYPE B) | 619(B) 2525 | EA | 2.000 | 2.000 | 2.000 | $7,500.00 | $0.00 | $15,000.00 | |
0352 | (PL)REMOVAL OF BRIDGE ITEM (TYPE C) | 619(B) 2530 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
0353 | (PL)REMOVAL OF BRIDGE ITEM (TYPE D) | 619(B) 2540 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
0354 | (PL)REMOVAL OF BRIDGE ITEM (TYPE E) | 619(B) 2550 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
Subtotals For Category 0203/SB SHIELDS BRIDGE M-S1(SB) | $0.00 | $3,146,287.09 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0204/RAMP "K" BRIDGE M-S2 | ||||||||
0355 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 1,900.000 | 1,900.000 | 1,900.000 | $10.00 | $0.00 | $19,000.00 | |
0356 | SELECT BACKFILL | 501(E) 6354 | CY | 780.000 | 780.000 | 780.000 | $10.00 | $0.00 | $7,800.00 | |
0357 | GRANULAR BACKFILL | 501(F) 6352 | CY | 670.000 | 670.000 | 670.000 | $40.00 | $0.00 | $26,800.00 | |
0358 | APPROACH SLAB | 504(A) 1304 | SY | 180.600 | 180.600 | 180.600 | $160.00 | $0.00 | $28,896.00 | |
0359 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 53.000 | 53.000 | 53.000 | $240.00 | $0.00 | $12,720.00 | |
0360 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 492.400 | 492.400 | 492.400 | $90.00 | $0.00 | $44,316.00 | |
0361 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,980.000 | 1,980.000 | 1,980.000 | $5.00 | $0.00 | $9,900.00 | |
0362 | CLASS AA CONCRETE | 509(A) 1326 | CY | 785.900 | 785.900 | 785.900 | $750.00 | $0.00 | $589,425.00 | |
0363 | CLASS A CONCRETE | 509(B) 1328 | CY | 845.200 | 845.200 | 845.200 | $500.00 | $0.00 | $422,600.00 | |
0364 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 387,260.000 | 387,260.000 | 387,260.000 | $0.85 | $0.00 | $329,171.00 | |
0365 | PILES, FURNISHED (HP 14X73) | 514(A) 6012 | LF | 673.000 | 673.000 | 673.000 | $45.00 | $0.00 | $30,285.00 | |
0366 | PILES, DRIVEN (HP 14X73) | 514(B) 6296 | LF | 673.000 | 673.000 | 663.920 | $12.50 | $0.00 | $8,299.00 | |
0367 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 20.000 | 20.000 | 20.000 | $500.00 | $0.00 | $10,000.00 | |
0368 | (SP)PULSE-ECHO TESTING | 516 6350 | EA | 6.000 | 6.000 | 6.000 | $1,000.00 | $0.00 | $6,000.00 | |
0369 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 156.000 | 156.000 | 156.000 | $700.00 | $0.00 | $109,200.00 | |
0370 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 76.000 | 76.000 | 76.000 | $750.00 | $0.00 | $57,000.00 | |
0371 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 219.000 | 219.000 | 219.000 | $5.00 | $0.00 | $1,095.00 | |
0372 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 3.000 | 3.000 | 3.000 | $200.00 | $0.00 | $600.00 | |
0373 | (PL)ELASTOMERIC BEARING PADS | 535 6282 | EA | 39.000 | 39.000 | 39.000 | $1,000.00 | $0.00 | $39,000.00 | |
0374 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 97.000 | 97.000 | 97.000 | $40.00 | $0.00 | $3,880.00 | |
0375 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 98.000 | 98.000 | 98.000 | $40.00 | $0.00 | $3,920.00 | |
Subtotals For Category 0204/RAMP "K" BRIDGE M-S2 | $0.00 | $1,759,907.00 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0205/RAMP "LL" BRIDGE M-S3 | ||||||||
0376 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 2,830.000 | 2,830.000 | 2,830.000 | $10.00 | $0.00 | $28,300.00 | |
0377 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,134.000 | 1,134.000 | 1,134.000 | $225.00 | $0.00 | $255,150.00 | |
0378 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 53.700 | 53.700 | 53.700 | $240.00 | $0.00 | $12,888.00 | |
0379 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 194.200 | 194.200 | 0.000 | 194.200 | $90.00 | $0.00 | $17,478.00 |
0380 | RAPID CURE JOINT SEALANT | 504(H) 6390 | LF | 784.300 | 784.300 | 784.300 | $20.00 | $0.00 | $15,686.00 | |
0381 | STRUCTURAL STEEL | 506(A) 1322 | LB | 2,500.000 | 2,500.000 | 2,500.000 | $5.00 | $0.00 | $12,500.00 | |
0382 | CLASS AA CONCRETE | 509(A) 1326 | CY | 593.500 | 593.500 | 0.000 | 593.500 | $450.00 | $0.00 | $267,075.00 |
0383 | CLASS A CONCRETE | 509(B) 1328 | CY | 689.600 | 689.600 | 689.540 | $550.00 | $0.00 | $379,247.00 | |
0384 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 207,480.000 | 207,480.000 | 207,480.000 | $0.85 | $0.00 | $176,358.00 | |
0385 | (SP)PULSE-ECHO TESTING | 516 6350 | EA | 9.000 | 9.000 | 9.000 | $1,000.00 | $0.00 | $9,000.00 | |
0386 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 312.000 | 312.000 | 312.000 | $750.00 | $0.00 | $234,000.00 | |
0387 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 18.000 | 18.000 | 18.000 | $750.00 | $0.00 | $13,500.00 | |
0388 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 18.000 | 18.000 | 18.000 | $750.00 | $0.00 | $13,500.00 | |
0389 | FENCE-STYLE CLF (8'HIGH, CLASS A) | 624(D) 4294 | LF | 145.000 | 145.000 | 0.000 | 145.000 | $150.00 | $0.00 | $21,750.00 |
Subtotals For Category 0205/RAMP "LL" BRIDGE M-S3 | $0.00 | $1,456,432.00 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0206/RAMP "L" BRIDGE M-S4 | ||||||||
0390 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 6,690.000 | 6,690.000 | 6,690.000 | $10.00 | $0.00 | $66,900.00 | |
0391 | SELECT BACKFILL | 501(E) 6354 | CY | 597.000 | 597.000 | 597.000 | $10.00 | $0.00 | $5,970.00 | |
0392 | GRANULAR BACKFILL | 501(F) 6352 | CY | 30.000 | 30.000 | 30.000 | $100.00 | $0.00 | $3,000.00 | |
0393 | APPROACH SLAB | 504(A) 1304 | SY | 136.100 | 136.100 | 136.100 | $160.00 | $0.00 | $21,776.00 | |
0394 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 41.800 | 41.800 | 41.800 | $250.00 | $0.00 | $10,450.00 | |
0395 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 858.000 | 858.000 | 858.000 | $90.00 | $0.00 | $77,220.00 | |
0396 | STRUCTURAL STEEL | 506(A) 1322 | LB | 2,410.000 | 2,410.000 | 2,410.000 | $5.00 | $0.00 | $12,050.00 | |
0397 | CLASS AA CONCRETE | 509(A) 1326 | CY | 878.400 | 878.400 | 878.400 | $750.00 | $0.00 | $658,800.00 | |
0398 | CLASS A CONCRETE | 509(B) 1328 | CY | 824.800 | 824.800 | 824.800 | $575.00 | $0.00 | $474,260.00 | |
0399 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 569,680.000 | 572,326.000 | 572,326.000 | $0.85 | $0.00 | $486,477.11 | |
0400 | (SP)PULSE-ECHO TESTING | 516 6350 | EA | 21.000 | 21.000 | 21.000 | $1,000.00 | $0.00 | $21,000.00 | |
0401 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 319.000 | 319.000 | 319.000 | $500.00 | $0.00 | $159,500.00 | |
0402 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 330.000 | 330.000 | 330.000 | $700.00 | $0.00 | $231,000.00 | |
0403 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 302.600 | 302.600 | 302.600 | $5.00 | $0.00 | $1,513.00 | |
0404 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 3.800 | 3.800 | 3.800 | $200.00 | $0.00 | $760.00 | |
0405 | (PL)ELASTOMERIC BEARING PADS | 535 6282 | EA | 37.000 | 37.000 | 37.000 | $1,000.00 | $0.00 | $37,000.00 | |
0406 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 75.000 | 75.000 | 75.000 | $40.00 | $0.00 | $3,000.00 | |
0407 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 6.000 | 6.000 | 6.000 | $40.00 | $0.00 | $240.00 | |
Subtotals For Category 0206/RAMP "L" BRIDGE M-S4 | $0.00 | $2,270,916.11 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0207/BRIDGE M-V2 | ||||||||
0408 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 2,140.000 | 2,140.000 | 2,140.000 | $8.00 | $0.00 | $17,120.00 | |
0409 | AGGREGATE BASE | 303 5912 | TON | 315.000 | 315.000 | 315.000 | $29.00 | $0.00 | $9,135.00 | |
0410 | SEPARATOR FABRIC | 325 5271 | SY | 545.000 | 545.000 | 545.000 | $3.00 | $0.00 | $1,635.00 | |
0411 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 380.000 | 380.000 | 380.000 | $14.00 | $0.00 | $5,320.00 | |
0412 | CLASS AA CONCRETE | 509(A) 1326 | CY | 320.200 | 320.200 | 0.000 | 320.000 | $450.00 | $0.00 | $144,000.00 |
0413 | (PL)PULLING & STOCKPILING SHEET PILING | 510 6381 | LSUM | 1.000 | 1.000 | 1.000 | $65,000.00 | $0.00 | $65,000.00 | |
0414 | REINFORCING STEEL | 511(A) 1332 | LB | 45.710 | 53,020.000 | 53,020.000 | $0.85 | $0.00 | $45,067.00 | |
Subtotals For Category 0207/BRIDGE M-V2 | $0.00 | $287,277.00 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0210/LEE AVE DRAINAGE STRUC BRIDGE M-O | ||||||||
0415 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 29,540.000 | 29,540.000 | 29,540.000 | $9.00 | $0.00 | $265,860.00 | |
0416 | TEMPORARY SILT FENCE | 223 2801 | LF | 1,272.000 | 1,272.000 | 1,131.000 | $2.25 | $0.00 | $2,544.75 | |
0417 | AGGREGATE BASE | 303 5912 | TON | 1,284.800 | 1,284.800 | 1,284.000 | $29.00 | $0.00 | $37,236.00 | |
0418 | SEPARATOR FABRIC | 325 5271 | SY | 2,180.800 | 2,180.800 | 2,180.000 | $3.00 | $0.00 | $6,540.00 | |
0419 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 1,782.000 | 1,782.000 | 1,782.800 | $14.00 | $0.00 | $24,959.20 | |
0420 | CLASS AA CONCRETE | 509(A) 1326 | CY | 2,137.800 | 2,137.800 | 2,137.500 | $320.00 | $0.00 | $684,000.00 | |
0421 | (PL)PULLING & STOCKPILING SHEET PILING | 510 6381 | LSUM | 1.000 | 1.000 | 1.000 | $71,000.00 | $0.00 | $71,000.00 | |
0422 | REINFORCING STEEL | 511(A) 1332 | LB | 348,400.000 | 348,400.000 | 348,400.000 | $0.85 | $0.00 | $296,140.00 | |
0423 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $105,000.00 | $0.00 | $105,000.00 | |
Subtotals For Category 0210/LEE AVE DRAINAGE STRUC BRIDGE M-O | $0.00 | $1,493,279.95 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0300/LIGHTING | ||||||||
0424 | 2" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8310 | LF | 2,755.000 | 2,755.000 | 1,365.000 | 2,755.000 | $16.00 | $21,840.00 | $44,080.00 |
0425 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 650.000 | 650.000 | 111.000 | 650.000 | $18.50 | $2,053.50 | $12,025.00 |
0426 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 3,315.000 | 3,315.000 | 1,895.000 | $5.00 | $0.00 | $9,475.00 | |
0427 | JUNCTION BOX(6" X 6" X 4") | 802(D) 8370 | EA | 11.000 | 11.000 | 10.000 | $440.00 | $0.00 | $4,400.00 | |
0428 | PULL BOX(SIZE I) | 803 8065 | EA | 34.000 | 34.000 | 19.000 | $310.00 | $0.00 | $5,890.00 | |
0429 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 14.500 | 14.500 | 0.000 | 8.700 | $630.00 | $0.00 | $5,481.00 |
0430 | REINFORCING STEEL | 804(B) 2916 | LB | 835.000 | 835.000 | 534.400 | $1.70 | $0.00 | $908.48 | |
0431 | (PL)ROADWAY LUMINAIRE | 809(A) 8090 | EA | 33.000 | 33.000 | 22.000 | $1,800.00 | $0.00 | $39,600.00 | |
0432 | SERVICE POLE | 810(A) 3118 | EA | 4.000 | 4.000 | 2.000 | $5,800.00 | $0.00 | $11,600.00 | |
0433 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 14,745.000 | 14,745.000 | 6,740.000 | $2.00 | $0.00 | $13,480.00 | |
0434 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 2,970.000 | 2,970.000 | 1,728.000 | $0.65 | $0.00 | $1,123.20 | |
0435 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.000 | $925.00 | $0.00 | $0.00 | |
0436 | (PL)TRAFFIC ITEMS(LIGHTING) | 890 7708 | LSUM | 1.000 | 1.000 | 0.000 | $140,000.00 | $0.00 | $0.00 | |
Subtotals For Category 0300/LIGHTING | $23,893.50 | $148,062.68 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0301/SIGNING & STRIPING | ||||||||
0437 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 0.480 | 0.480 | 0.000 | $460.00 | $0.00 | $0.00 | |
0438 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 41.440 | 41.440 | 0.000 | $22.00 | $0.00 | $0.00 | |
0439 | 2"@3.65 GALV.STEEL PIPE POST | 851(B) 3216 | LF | 96.000 | 96.000 | 0.000 | $18.00 | $0.00 | $0.00 | |
0440 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 50,455.000 | 50,455.000 | 300.000 | 34,292.000 | $0.80 | $240.00 | $27,433.60 |
0441 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 35.000 | 35.000 | 13.000 | $95.00 | $0.00 | $1,235.00 | |
0442 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 15.000 | 15.000 | 5.000 | $145.00 | $0.00 | $725.00 | |
0443 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 4,000.000 | 4,000.000 | 8,755.000 | $0.58 | $0.00 | $5,077.90 | |
Subtotals For Category 0301/SIGNING & STRIPING | $240.00 | $34,471.50 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0302/TRAFFIC OPERATIONS | ||||||||
0444 | RELOCATION OF PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(G) 4316 | LF | 1,140.000 | 1,140.000 | 2,570.000 | $5.00 | $0.00 | $12,850.00 | |
0445 | DELIVER PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(H) 5856 | LF | 70.000 | 70.000 | 0.000 | 964.000 | $110.00 | $0.00 | $106,040.00 |
0446 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 100.000 | 100.000 | 0.000 | 3,167.000 | $3.40 | $0.00 | $10,767.80 |
0447 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 100.000 | 100.000 | 175.000 | 3,374.000 | $1.15 | $201.25 | $3,880.10 |
0448 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(ARROWS) | 856(B) 8842 | EA | 1.000 | 1.000 | 0.000 | $85.00 | $0.00 | $0.00 | |
0449 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(WORDS) | 856(B) 8845 | EA | 1.000 | 1.000 | 0.000 | $135.00 | $0.00 | $0.00 | |
0450 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 100.000 | 100.000 | 474.000 | $1.15 | $0.00 | $545.10 | |
0451 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 856(G) 8890 | EA | 40.000 | 40.000 | 226.000 | $2.30 | $0.00 | $519.80 | |
0452 | SAND FILLED IMPACT ATTENUATION MODULE | 870(A) 8011 | EA | 30.000 | 30.000 | 30.000 | $35.00 | $0.00 | $1,050.00 | |
0453 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 100.000 | 100.000 | 0.000 | $11.50 | $0.00 | $0.00 | |
0454 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 58,560.000 | 58,560.000 | 112.000 | 52,277.000 | $0.35 | $39.20 | $18,296.95 |
0455 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 57,088.000 | 57,088.000 | 281.000 | 68,727.000 | $0.60 | $168.60 | $41,236.20 |
0456 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 2,928.000 | 2,928.000 | 169.000 | 26,873.000 | $1.70 | $287.30 | $45,684.10 |
0457 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 23,058.000 | 23,058.000 | 311.000 | 70,060.000 | $0.65 | $202.15 | $45,539.00 |
0458 | WING BARRICADES | 880(C) 8848 | SD | 2,928.000 | 2,928.000 | 0.000 | $0.35 | $0.00 | $0.00 | |
0459 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 46,116.000 | 46,116.000 | 735.000 | 165,373.000 | $0.14 | $102.90 | $23,152.22 |
0460 | (PL)TRAFFIC ITEMS(TRAFFIC CONTROL) | 890 7702 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
8001 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 0.000 | 90,480.000 | 882.000 | 99,471.000 | $0.12 | $105.84 | $11,936.52 |
8002 | DRUMS | 880(F) 8878 | SD | 0.000 | 91,060.000 | 1,204.000 | 106,925.000 | $0.30 | $361.20 | $32,077.50 |
8003 | ARROW DISPLAY(TYPE B) | 880(A) 8806 | SD | 0.000 | 580.000 | 568.000 | $5.05 | $0.00 | $2,868.40 | |
8004 | TUBE CHANNELIZERS | 880(G) 8887 | EA | 0.000 | 60.000 | 55.000 | $22.22 | $0.00 | $1,222.10 | |
Subtotals For Category 0302/TRAFFIC OPERATIONS | $1,468.44 | $367,665.79 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0600/STAKING | ||||||||
0461 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $350,000.00 | $0.00 | $350,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $350,000.00 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0640/CONSTRUCTION | ||||||||
0462 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.950 | $4.00 | $0.00 | $3.80 | |
0463 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
0464 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 0.860 | $2,200,000.00 | $0.00 | $1,892,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $1,912,003.80 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0900/NON-PARTICIPATING | ||||||||
0465 | (PL)RETAINING WALL PYLON | 504 6430 | EA | 116.000 | 116.000 | 138.000 | $2,750.00 | $0.00 | $379,500.00 | |
0466 | RETAINING WALL | 510(A) 6333 | SY | 6,502.000 | 6,502.000 | 469.200 | 6,501.910 | $500.00 | $234,600.00 | $3,250,955.00 |
0467 | FENCE-STYLE CLF (8'HIGH, CLASS A) | 624(D) 4294 | LF | 466.000 | 466.000 | 0.000 | $50.00 | $0.00 | $0.00 | |
8027 | STANDBY COMPENSATION | 104 0110 | DAY | 0.000 | 58.000 | 58.000 | $6,981.35 | $0.00 | $404,918.30 | |
Subtotals For Category 0900/NON-PARTICIPATING | $234,600.00 | $4,035,373.30 | ||||||||
Subtotals For Project OKCY-XTWN(003)TI /17428(22) | $499,155.14 | $63,916,973.00 |