Contract ID: | 100511 | Estimate Number: | 0030 | Contract No: | 610614 | |||
Residency: | EL RENO (04200) | Estimate Type: | Progressive | Account No: | 400400 | |||
Project Number(s): | SEC1702Y-109A(130)HP, IMY-0040-4(433)139 | ||||||||||||
Primary Job Piece No: | 21008(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE I-40: AT MORGAN ROAD INTERCHANGE IN OKLAHOMA CITY. PROJECT LENGTH = 2.037 MILES. | ||||||||||||
Primary County: | CANADIAN | ||||||||||||
Name of Road: | I-40 | ||||||||||||
Prime Contractor: | ALLEN CONTRACTING, INC. | ||||||||||||
1100 South Eastern | |||||||||||||
OKLAHOMA CITY , OK 73129 | |||||||||||||
Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
Date Let: | 09/16/2010 | NTP Effective Date: | 02/07/2011 | Pay Period: | 05/01/2012 TO 05/15/2012 |
Date Awarded: | 10/04/2010 | Date Work Began: | 02/14/2011 | Original Contract Time: | 640 |
Date Contract Executed: | 10/15/2010 | Date Time Stopped: | Current Time Charged: | 464.00 | |
Date NTP Issued: | 10/21/2010 | Completion Date: | Current Time Allowed: | 670.00 | |
General Liability Expires: | 09/01/2012 | Workman's Comp Expires: | 09/01/2012 | Percent Time Used: | 69.25 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $34,056,591.54 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $33,963,202.80 | Participating: | $27,978,230.12 | $27,011,545.28 | $966,684.84 | ||
Percent Complete: | 87.56 % | Non Participating: | $1,687,921.42 | $1,651,992.42 | $35,929.00 | ||
Funds Available: | $4,237,661.85 | Total Earnings: | $29,666,151.54 | $28,663,537.70 | $1,002,613.84 | ||
Unearned Balance: | $4,144,273.11 | Stockpiled Materials: | $153,031.73 | $153,031.73 | $0.00 | ||
Gross Earnings: | $29,819,183.27 | $28,816,569.43 | $1,002,613.84 | ||||
Other Adjustments: | $-253.58 | $-253.58 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $29,818,929.69 | $28,816,315.85 | $1,002,613.84 |
Contract ID: | 100511 | Estimate Number: | 0030 | Primary JP: | 21008(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Additional Cost for Prestressed Concrete Beams | Approved | 04/27/2011 | 0.0 | $9,341.64 |
002 | Substitution Pay Items and New Removal Item | Approved | 01/10/2012 | 0.0 | $66,528.08 |
003 | Additional temporary traffic control signals | Approved | 04/02/2012 | 0.0 | $17,519.02 |
004 | Form liner, gate, and precast culvert end sections | Pending | 0 | 0.0 | $19,179.46 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
21008(04) | 0013 | (SP)CEMENT TR BASE(Seperator Fabric) | Stockpiled Material Initial Payment | 0010 | $122,946.85 |
21008(04) | 0013 | (SP)CEMENT TR BASE(Seperator Fabric) | Stockpiled Material Adjustment | 0013 | $-5,050.87 |
21008(04) | 0013 | (SP)CEMENT TR BASE(Seperator Fabric) | Stockpiled Material Adjustment | 0014 | $-31,484.88 |
21008(04) | 0013 | (SP)CEMENT TR BASE(Seperator Fabric) | Stockpiled Material Adjustment | 0015 | $-11,425.28 |
21008(04) | 0013 | (SP)CEMENT TR BASE(Seperator Fabric) | Stockpiled Material Adjustment | 0029 | $-6,164.41 |
21008(04) | 0013 | (SP)CEMENT TR BASE(Seperator Fabric) | Stockpiled Material Adjustment | 0017 | $-1,262.47 |
21008(04) | 0013 | (SP)CEMENT TR BASE(Seperator Fabric) | Stockpiled Material Adjustment | 0019 | $-6,339.64 |
21008(04) | 0013 | (SP)CEMENT TR BASE(Seperator Fabric) | Stockpiled Material Adjustment | 0025 | $-11,972.23 |
21008(04) | 0013 | (SP)CEMENT TR BASE(Seperator Fabric) | Stockpiled Material Adjustment | 0028 | $-757.33 |
21008(04) | 0013 | (SP)CEMENT TR BASE(Seperator Fabric) | Stockpiled Material Adjustment | 0016 | $-12,225.48 |
21008(04) | 0022 | (SP)DJ PCCPavt. (Placement)(Dowel Bar Basket | Stockpiled Material Adjustment | 0018 | $-16,871.76 |
21008(04) | 0022 | (SP)DJ PCCPavt. (Placement)(Dowel Bar Basket | Stockpiled Material Initial Payment | 0010 | $129,512.62 |
21008(04) | 0022 | (SP)DJ PCCPavt. (Placement)(Dowel Bar Basket | Stockpiled Material Adjustment | 0017 | $-27,234.77 |
21008(04) | 0022 | (SP)DJ PCCPavt. (Placement)(Dowel Bar Basket | Stockpiled Material Adjustment | 0019 | $-21,920.48 |
21008(04) | 0022 | (SP)DJ PCCPavt. (Placement)(Dowel Bar Basket | Stockpiled Material Adjustment | 0010 | $-17,801.37 |
21008(04) | 0022 | (SP)DJ PCCPavt. (Placement)(Dowel Bar Basket | Stockpiled Material Adjustment | 0027 | $-11,161.46 |
21008(04) | 0022 | (SP)DJ PCCPavt. (Placement)(Dowel Bar Basket | Stockpiled Material Adjustment | 0011 | $-3,712.69 |
21008(04) | 0022 | (SP)DJ PCCPavt. (Placement)(Dowel Bar Basket | Stockpiled Material Adjustment | 0028 | $-352.08 |
21008(04) | 0022 | (SP)DJ PCCPavt. (Placement)(Dowel Bar Basket | Stockpiled Material Adjustment | 0020 | $-7,404.84 |
21008(04) | 0022 | (SP)DJ PCCPavt. (Placement)(Dowel Bar Basket | Stockpiled Material Adjustment | 0016 | $-9,049.66 |
21008(04) | 0022 | (SP)DJ PCCPavt. (Placement)(Dowel Bar Basket | Stockpiled Material Adjustment | 0026 | $-14,003.52 |
21008(04) | 0022 | (SP)DJ PCCPAVT.(PLACEMENT)(Tie Bars #4) | Stockpiled Material Adjustment | 0017 | $-1,233.18 |
21008(04) | 0022 | (SP)DJ PCCPAVT.(PLACEMENT)(Tie Bars #4) | Stockpiled Material Adjustment | 0016 | $-409.77 |
21008(04) | 0022 | (SP)DJ PCCPAVT.(PLACEMENT)(Tie Bars #4) | Stockpiled Material Adjustment | 0011 | $-168.11 |
21008(04) | 0022 | (SP)DJ PCCPAVT.(PLACEMENT)(Tie Bars #4) | Stockpiled Material Initial Payment | 0010 | $6,938.70 |
21008(04) | 0022 | (SP)DJ PCCPAVT.(PLACEMENT)(Tie Bars #4) | Stockpiled Material Adjustment | 0010 | $-806.04 |
21008(04) | 0022 | (SP)DJ PCCPAVT.(PLACEMENT)(Tie Bars #4) | Stockpiled Material Adjustment | 0029 | $-85.25 |
21008(04) | 0022 | (SP)DJ PCCPAVT.(PLACEMENT)(Tie Bars #4) | Stockpiled Material Adjustment | 0028 | $-48.03 |
21008(04) | 0022 | (SP)DJ PCCPAVT.(PLACEMENT)(Tie Bars #4) | Stockpiled Material Adjustment | 0027 | $-505.39 |
21008(04) | 0022 | (SP)DJ PCCPAVT.(PLACEMENT)(Tie Bars #4) | Stockpiled Material Adjustment | 0026 | $-634.08 |
21008(04) | 0022 | (SP)DJ PCCPAVT.(PLACEMENT)(Tie Bars #4) | Stockpiled Material Adjustment | 0020 | $-335.29 |
21008(04) | 0022 | (SP)DJ PCCPAVT.(PLACEMENT)(Tie Bars #4) | Stockpiled Material Adjustment | 0019 | $-992.55 |
21008(04) | 0022 | (SP)DJ PCCPAVT.(PLACEMENT)(Tie Bars #4) | Stockpiled Material Adjustment | 0018 | $-763.95 |
21008(04) | 0022 | (SP)DJ PCCPAVT.(PLACEMENT)(Tie Bars #5) | Stockpiled Material Adjustment | 0028 | $-72.42 |
21008(04) | 0022 | (SP)DJ PCCPAVT.(PLACEMENT)(Tie Bars #5) | Stockpiled Material Adjustment | 0017 | $-1,859.30 |
21008(04) | 0022 | (SP)DJ PCCPAVT.(PLACEMENT)(Tie Bars #5) | Stockpiled Material Initial Payment | 0010 | $10,461.63 |
21008(04) | 0022 | (SP)DJ PCCPAVT.(PLACEMENT)(Tie Bars #5) | Stockpiled Material Adjustment | 0018 | $-1,151.82 |
21008(04) | 0022 | (SP)DJ PCCPAVT.(PLACEMENT)(Tie Bars #5) | Stockpiled Material Adjustment | 0019 | $-1,496.49 |
21008(04) | 0022 | (SP)DJ PCCPAVT.(PLACEMENT)(Tie Bars #5) | Stockpiled Material Adjustment | 0029 | $-128.53 |
21008(04) | 0022 | (SP)DJ PCCPAVT.(PLACEMENT)(Tie Bars #5) | Stockpiled Material Adjustment | 0020 | $-505.52 |
21008(04) | 0022 | (SP)DJ PCCPAVT.(PLACEMENT)(Tie Bars #5) | Stockpiled Material Adjustment | 0027 | $-761.98 |
21008(04) | 0022 | (SP)DJ PCCPAVT.(PLACEMENT)(Tie Bars #5) | Stockpiled Material Adjustment | 0026 | $-956.01 |
21008(04) | 0022 | (SP)DJ PCCPAVT.(PLACEMENT)(Tie Bars #5) | Stockpiled Material Adjustment | 0011 | $-253.46 |
21008(04) | 0022 | (SP)DJ PCCPAVT.(PLACEMENT)(Tie Bars #5) | Stockpiled Material Adjustment | 0010 | $-1,215.29 |
21008(04) | 0022 | (SP)DJ PCCPAVT.(PLACEMENT)(Tie Bars #5) | Stockpiled Material Adjustment | 0016 | $-617.81 |
21008(04) | 0022 | (SP)DJ PCCPav't.(Placement)(Dowel Baskets) | Stockpiled Material Initial Payment | 0017 | $111,801.38 |
21008(04) | 0022 | (SP)DJ PCCPav't.(Placement)(Dowel Baskets) | Stockpiled Material Adjustment | 0027 | $-11,161.46 |
21008(04) | 0022 | (SP)DJ PCCPav't.(Placement)(Dowel Baskets) | Stockpiled Material Adjustment | 0018 | $-16,871.76 |
21008(04) | 0022 | (SP)DJ PCCPav't.(Placement)(Dowel Baskets) | Stockpiled Material Adjustment | 0029 | $-1,882.73 |
21008(04) | 0022 | (SP)DJ PCCPav't.(Placement)(Dowel Baskets) | Stockpiled Material Adjustment | 0028 | $-1,060.79 |
21008(04) | 0022 | (SP)DJ PCCPav't.(Placement)(Dowel Baskets) | Stockpiled Material Adjustment | 0026 | $-14,003.52 |
21008(04) | 0022 | (SP)DJ PCCPav't.(Placement)(Dowel Baskets) | Stockpiled Material Adjustment | 0020 | $-7,404.84 |
21008(04) | 0022 | (SP)DJ PCCPav't.(Placement)(Dowel Baskets) | Stockpiled Material Adjustment | 0017 | $-27,234.77 |
21008(04) | 0022 | (SP)DJ PCCPav't.(Placement)(Dowel Baskets) | Stockpiled Material Adjustment | 0019 | $-21,920.48 |
21008(04) | 0059 | Inlet Frm&Grt (SSIF-FRM,CIG-GRT-VG-F) | Stockpiled Material Initial Payment | 0007 | $7,585.00 |
21008(04) | 0059 | Inlet Frm&Grt (SSIF-FRM,CIG-GRT-VG-F) | Stockpiled Material Adjustment | 0008 | $-3,690.00 |
21008(04) | 0059 | Inlet Frm&Grt (SSIF-FRM,CIG-GRT-VG-F) | Stockpiled Material Adjustment | 0013 | $-2,255.00 |
21008(04) | 0059 | Inlet Frm&Grt (SSIF-FRM,CIG-GRT-VG-F) | Stockpiled Material Adjustment | 0011 | $-820.00 |
21008(04) | 0059 | Inlet Frm&Grt (SSIF-FRM,CIG-GRT-VG-F) | Stockpiled Material Adjustment | 0010 | $-820.00 |
21008(04) | 0061 | Cast Iron Curb Inlets | Stockpiled Material Initial Payment | 0007 | $7,956.00 |
21008(04) | 0061 | Cast Iron Curb Inlets | Stockpiled Material Adjustment | 0008 | $-4,914.00 |
21008(04) | 0061 | Cast Iron Curb Inlets | Stockpiled Material Adjustment | 0013 | $-1,638.00 |
21008(04) | 0061 | Cast Iron Curb Inlets | Stockpiled Material Adjustment | 0011 | $-1,170.00 |
21008(04) | 0061 | Cast Iron Curb Inlets | Stockpiled Material Adjustment | 0010 | $-234.00 |
21008(04) | 0082 | Fence-Style CLF (6'High, Class A) | Stockpiled Material Initial Payment | 0006 | $63,410.00 |
21008(04) | 0082 | Fence-Style CLF (6'High, Class A) | Stockpiled Material Closure | 0011 | $-63,410.00 |
21008(04) | 0082 | FENCE-STYLE CLF (6'HIGH, CLASS A) | Stockpiled Material Adjustment | 0019 | $-10,655.30 |
21008(04) | 0082 | FENCE-STYLE CLF (6'HIGH, CLASS A) | Stockpiled Material Adjustment | 0018 | $-13,286.41 |
21008(04) | 0082 | FENCE-STYLE CLF (6'HIGH, CLASS A) | Stockpiled Material Adjustment | 0025 | $-12,958.39 |
21008(04) | 0082 | FENCE-STYLE CLF (6'HIGH, CLASS A) | Stockpiled Material Initial Payment | 0013 | $63,410.00 |
21008(04) | 0090 | Prestressed Concrete Beams (Type IV) | Stockpiled Material Initial Payment | 0007 | $491,918.82 |
21008(04) | 0090 | Prestressed Concrete Beams (Type IV) | Stockpiled Material Adjustment | 0027 | $-270,561.17 |
21008(04) | 0090 | Prestressed Concrete Beams (Type IV) | Stockpiled Material Adjustment | 0012 | $-221,357.65 |
21008(04) | 0090 | Prestressed Concrete Beams (Type IV) | Stockpiled Material Initial Payment | 0008 | $147,575.64 |
21008(04) | 0090 | Prestressed Concrete Beams (Type IV) | Stockpiled Material Closure | 0011 | $-147,575.64 |
21008(04) | 0090 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | Stockpiled Material Initial Payment | 0013 | $147,575.64 |
21008(04) | 0090 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | Stockpiled Material Adjustment | 0027 | $-147,575.64 |
21008(04) | 0099 | (PL)MSE RETAINING WALL | Stockpiled Material Adjustment | 0010 | $-34,913.67 |
21008(04) | 0099 | (PL)MSE RETAINING WALL | Stockpiled Material Adjustment | 0011 | $-36,598.99 |
21008(04) | 0099 | (PL)MSE RETAINING WALL | Stockpiled Material Initial Payment | 0010 | $71,512.66 |
21008(04) | 0099 | (PL)MSE RETAINING WALL(Steel Strips) | Stockpiled Material Initial Payment | 0010 | $120,446.39 |
21008(04) | 0099 | (PL)MSE RETAINING WALL(Steel Strips) | Stockpiled Material Adjustment | 0023 | $-18,933.20 |
21008(04) | 0099 | (PL)MSE RETAINING WALL(Steel Strips) | Stockpiled Material Adjustment | 0011 | $-36,824.54 |
21008(04) | 0099 | (PL)MSE RETAINING WALL(Steel Strips) | Stockpiled Material Adjustment | 0012 | $-19,543.40 |
21008(04) | 0099 | (PL)MSE RETAINING WALL(Steel Strips) | Stockpiled Material Adjustment | 0010 | $-6,058.45 |
21008(04) | 0099 | (PL)MSE RETAINING WALL(Steel Strips) | Stockpiled Material Adjustment | 0022 | $-39,086.80 |
21008(04) | 0099 | (PL)MSE RETAINING WALL | Stockpiled Material Adjustment | 0023 | $-65,110.11 |
21008(04) | 0099 | (PL)MSE RETAINING WALL | Stockpiled Material Initial Payment | 0017 | $230,845.37 |
21008(04) | 0099 | (PL)MSE RETAINING WALL | Stockpiled Material Adjustment | 0022 | $-165,735.26 |
21008(04) | 0099 | (PL)MSE RETAINING WALL | Stockpiled Material Adjustment | 0022 | $-87,800.84 |
21008(04) | 0099 | (PL)MSE RETAINING WALL | Stockpiled Material Initial Payment | 0019 | $87,800.84 |
21008(04) | 0110 | (PL) Expansion Bearing Assembly | Stockpiled Material Adjustment | 0014 | $-8,280.00 |
21008(04) | 0110 | (PL) Expansion Bearing Assembly | Stockpiled Material Initial Payment | 0007 | $23,920.00 |
21008(04) | 0110 | (PL) Expansion Bearing Assembly | Stockpiled Material Adjustment | 0029 | $-15,640.00 |
21008(04) | 0130 | 32'MH POLE,55'TS & 10' LMA(G.STL.) | Stockpiled Material Adjustment | 0013 | $-5,440.00 |
21008(04) | 0130 | 32'MH POLE,55'TS & 10' LMA(G.STL.) | Stockpiled Material Adjustment | 0015 | $-5,440.00 |
21008(04) | 0130 | 32'MH POLE,55'TS & 10' LMA(G.STL.) | Stockpiled Material Initial Payment | 0008 | $16,320.00 |
21008(04) | 0130 | 32'MH POLE,55'TS & 10' LMA(G.STL.) | Stockpiled Material Adjustment | 0018 | $-5,440.00 |
21008(04) | 0132 | POLE & 55'T.S.MST.ARM(G.STL.) | Stockpiled Material Adjustment | 0013 | $-4,726.00 |
21008(04) | 0132 | POLE & 55'T.S.MST.ARM(G.STL.) | Stockpiled Material Initial Payment | 0008 | $9,452.00 |
21008(04) | 0139 | Veh.Act.Sol.St.Traf.Sig.Con.Asm | Stockpiled Material Adjustment | 0019 | $-26,050.00 |
21008(04) | 0139 | Veh.Act.Sol.St.Traf.Sig.Con.Asm | Stockpiled Material Adjustment | 0028 | $-13,025.00 |
21008(04) | 0139 | Veh.Act.Sol.St.Traf.Sig.Con.Asm | Stockpiled Material Initial Payment | 0006 | $39,075.00 |
21008(04) | 0140 | (PL)Detection System (Video) | Stockpiled Material Initial Payment | 0006 | $51,725.00 |
21008(04) | 0140 | (PL)Detection System (Video) | Stockpiled Material Adjustment | 0015 | $-12,931.25 |
21008(04) | 0140 | (PL)Detection System (Video) | Stockpiled Material Adjustment | 0023 | $-12,931.25 |
21008(04) | 0186 | 40' MTG.HT.HL.PTP.(G.STL.) | Stockpiled Material Initial Payment | 0008 | $37,565.00 |
21008(04) | 0186 | 40' MTG.HT.HL.PTP.(G.STL.) | Stockpiled Material Adjustment | 0018 | $-14,343.00 |
21008(04) | 0186 | 40' MTG.HT.HL.PTP.(G.STL.) | Stockpiled Material Adjustment | 0028 | $-10,245.00 |
21008(04) | 0186 | 40' MTG.HT.HL.PTP.(G.STL.) | Stockpiled Material Adjustment | 0019 | $-9,562.00 |
21008(04) | 0187 | Breakaway Base (Des. B) | Stockpiled Material Adjustment | 0019 | $-3,780.00 |
21008(04) | 0187 | Breakaway Base (Des. B) | Stockpiled Material Adjustment | 0018 | $-5,670.00 |
21008(04) | 0187 | Breakaway Base (Des. B) | Stockpiled Material Adjustment | 0028 | $-4,050.00 |
21008(04) | 0187 | Breakaway Base (Des. B) | Stockpiled Material Initial Payment | 0008 | $14,850.00 |
21008(04) | 0188 | (PL)ROADWAY LUMINAIRE | Stockpiled Material Adjustment | 0029 | $-6,375.00 |
21008(04) | 0188 | (PL)ROADWAY LUMINAIRE | Stockpiled Material Initial Payment | 0014 | $23,375.00 |
21008(04) | 0188 | (PL)ROADWAY LUMINAIRE | Stockpiled Material Adjustment | 0018 | $-8,925.00 |
21008(04) | 0188 | (PL)ROADWAY LUMINAIRE | Stockpiled Material Adjustment | 0019 | $-5,950.00 |
24424(09) | 0299 | (SP)CEMENT TR BASE(Seperator Fabric) | Stockpiled Material Adjustment | 0027 | $-7,173.25 |
24424(09) | 0299 | (SP)CEMENT TR BASE(Seperator Fabric) | Stockpiled Material Adjustment | 0028 | $-19,250.42 |
24424(09) | 0299 | (SP)CEMENT TR BASE(Seperator Fabric) | Stockpiled Material Initial Payment | 0010 | $119,080.10 |
24424(09) | 0299 | (SP)CEMENT TR BASE(Seperator Fabric) | Stockpiled Material Adjustment | 0026 | $-8,851.02 |
24424(09) | 0299 | (SP)CEMENT TR BASE(Seperator Fabric) | Stockpiled Material Adjustment | 0010 | $-30,459.41 |
24424(09) | 0299 | (SP)CEMENT TR BASE(Seperator Fabric) | Stockpiled Material Adjustment | 0023 | $-13,811.28 |
24424(09) | 0299 | (SP)CEMENT TR BASE(Seperator Fabric) | Stockpiled Material Adjustment | 0013 | $-9,423.37 |
24424(09) | 0299 | (SP)CEMENT TR BASE(Seperator Fabric) | Stockpiled Material Adjustment | 0012 | $-8,874.38 |
24424(09) | 0299 | (SP)CEMENT TR BASE(Seperator Fabric) | Stockpiled Material Adjustment | 0011 | $-21,236.98 |
24424(09) | 0307 | (SP)DJ PCCPAVT(Placement)(Dowel Bar Basket | Stockpiled Material Adjustment | 0012 | $-1,982.94 |
24424(09) | 0307 | (SP)DJ PCCPAVT(Placement)(Dowel Bar Basket | Stockpiled Material Initial Payment | 0010 | $39,943.49 |
24424(09) | 0307 | (SP)DJ PCCPAVT(Placement)(Dowel Bar Basket | Stockpiled Material Adjustment | 0013 | $-37,960.55 |
24424(09) | 0307 | (SP)DJ PCCPAVT.(Placement)(Tie Bars #4) | Stockpiled Material Adjustment | 0013 | $-1,947.77 |
24424(09) | 0307 | (SP)DJ PCCPAVT.(Placement)(Tie Bars #4) | Stockpiled Material Adjustment | 0029 | $-2,929.48 |
24424(09) | 0307 | (SP)DJ PCCPAVT.(Placement)(Tie Bars #4) | Stockpiled Material Adjustment | 0024 | $-898.46 |
24424(09) | 0307 | (SP)DJ PCCPAVT.(Placement)(Tie Bars #4) | Stockpiled Material Adjustment | 0014 | $-1,434.22 |
24424(09) | 0307 | (SP)DJ PCCPAVT.(Placement)(Tie Bars #4) | Stockpiled Material Adjustment | 0028 | $-256.12 |
24424(09) | 0307 | (SP)DJ PCCPAVT.(Placement)(Tie Bars #4) | Stockpiled Material Adjustment | 0012 | $-89.79 |
24424(09) | 0307 | (SP)DJ PCCPAVT.(Placement)(Tie Bars #4) | Stockpiled Material Initial Payment | 0010 | $7,555.85 |
24424(09) | 0307 | (SP)DJ PCCPAVT(Placement)(Tie Bars #5) | Stockpiled Material Initial Payment | 0010 | $11,392.13 |
24424(09) | 0307 | (SP)DJ PCCPAVT(Placement)(Tie Bars #5) | Stockpiled Material Adjustment | 0024 | $-1,354.64 |
24424(09) | 0307 | (SP)DJ PCCPAVT(Placement)(Tie Bars #5) | Stockpiled Material Adjustment | 0028 | $-386.16 |
24424(09) | 0307 | (SP)DJ PCCPAVT(Placement)(Tie Bars #5) | Stockpiled Material Adjustment | 0029 | $-4,416.85 |
24424(09) | 0307 | (SP)DJ PCCPAVT(Placement)(Tie Bars #5) | Stockpiled Material Adjustment | 0014 | $-2,162.41 |
24424(09) | 0307 | (SP)DJ PCCPAVT(Placement)(Tie Bars #5) | Stockpiled Material Adjustment | 0013 | $-2,936.70 |
24424(09) | 0307 | (SP)DJ PCCPAVT(Placement)(Tie Bars #5) | Stockpiled Material Adjustment | 0012 | $-135.37 |
24424(09) | 0307 | (SP)DJPCC PAVT.(Placement)(Dowel Baskets) | Stockpiled Material Adjustment | 0024 | $-18,924.35 |
24424(09) | 0307 | (SP)DJPCC PAVT.(Placement)(Dowel Baskets) | Stockpiled Material Adjustment | 0014 | $-31,674.77 |
24424(09) | 0307 | (SP)DJPCC PAVT.(Placement)(Dowel Baskets) | Stockpiled Material Initial Payment | 0014 | $50,599.12 |
24424(09) | 0307 | (SP)DJ PCC Pav't.(Placement)(Dowel Baskets) | Stockpiled Material Initial Payment | 0017 | $90,196.55 |
24424(09) | 0307 | (SP)DJ PCC Pav't.(Placement)(Dowel Baskets) | Stockpiled Material Adjustment | 0024 | $-19,842.57 |
24424(09) | 0307 | (SP)DJ PCC Pav't.(Placement)(Dowel Baskets) | Stockpiled Material Adjustment | 0029 | $-64,697.55 |
24424(09) | 0307 | (SP)DJ PCC Pav't.(Placement)(Dowel Baskets) | Stockpiled Material Adjustment | 0028 | $-5,656.44 |
24424(09) | 0307 | (SP)DJPCC PAVT.(Placement)(Dowel Baskets) | Stockpiled Material Adjustment | 0029 | $-19,401.55 |
24424(09) | 0307 | (SP)DJPCC PAVT.(Placement)(Dowel Baskets) | Stockpiled Material Initial Payment | 0026 | $25,057.99 |
24424(09) | 0307 | (SP)DJPCC PAVT.(Placement)(Dowel Baskets) | Stockpiled Material Adjustment | 0028 | $-5,656.44 |
24424(09) | 0350 | 36' MTG.HT.HL.PTP.(G.STL.) | Stockpiled Material Initial Payment | 0008 | $18,018.00 |
24424(09) | 0351 | (PL)ROADWAY LUMINAIRE | Stockpiled Material Initial Payment | 0014 | $22,100.00 | Subtotals For Stockpile Payments | $153,031.73 |
LIQUIDATED DAMAGES HISTORY | |||||||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
No liquidated damages have been assessed on this contract. | Subtotals For Liquidated Damages | $ |
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 |
21008(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 8.04 | $2.46 | $19.80 |
21008(04) | 0062 | 18" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0022 | -88.00 | $31.00 | $-2,728.00 |
21008(04) | 0062 | 18" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0023 | 88.00 | $31.00 | $2,728.00 |
21008(04) | 0064 | 30" R.C.PIPE CLASS III | * Missing Material Certification | 0013 | -129.00 | $51.00 | $-6,579.00 |
21008(04) | 0064 | 30" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0015 | 129.00 | $51.00 | $6,579.00 |
21008(04) | 0065 | 36" R.C.PIPE CLASS III | * Missing Material Certification | 0010 | -48.00 | $69.00 | $-3,312.00 |
21008(04) | 0065 | 36" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0011 | 48.00 | $69.00 | $3,312.00 |
21008(04) | 0112 | 6" NON-PERF.PIPE UNDERDRAIN RND. | * Material Discrepancy Adjustments | 0017 | -40.00 | $10.00 | $-400.00 |
21008(04) | 0112 | 6" NON-PERF.PIPE UNDERDRAIN RND. | * Material Discrepancy Adjustments | 0018 | 40.00 | $10.00 | $400.00 |
21008(04) | 0126 | PULL BOX(SIZE II) | * Missing Material Certification | 0010 | -1.00 | $273.39 | $-273.39 |
24424(09) | 0294 | TEMPORARY SILT DIKE | * Missing Material Certification | 0007 | -160.00 | $6.43 | $-1,028.80 |
24424(09) | 0294 | TEMPORARY SILT DIKE | * Material Discrepancy Adjustments | 0008 | 22.50 | $6.43 | $144.68 |
24424(09) | 0294 | TEMPORARY SILT DIKE | * Material Discrepancy Adjustments | 0010 | 137.50 | $6.43 | $884.13 |
24424(09) | 0318 | 42" R.C.PIPE CLASS III | * Missing Material Certification | 0010 | -30.00 | $91.00 | $-2,730.00 |
24424(09) | 0318 | 42" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0011 | 30.00 | $91.00 | $2,730.00 |
24424(09) | 0318 | 42" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0017 | -66.00 | $91.00 | $-6,006.00 |
24424(09) | 0318 | 42" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0018 | 66.00 | $91.00 | $6,006.00 |
24424(09) | 0319 | 43" X 26" R.C.PIPE ARCH CLASS A-III | * Material Discrepancy Adjustments | 0006 | -348.00 | $93.00 | $-32,364.00 |
24424(09) | 0319 | 43" X 26" R.C.PIPE ARCH CLASS A-III | * Missing Material Certification | 0007 | -742.00 | $93.00 | $-69,006.00 |
24424(09) | 0319 | 43" X 26" R.C.PIPE ARCH CLASS A-III | * Material Discrepancy Adjustments | 0008 | 830.00 | $93.00 | $77,190.00 |
24424(09) | 0319 | 43" X 26" R.C.PIPE ARCH CLASS A-III | * Material Discrepancy Adjustments | 0009 | 172.00 | $93.00 | $15,996.00 |
24424(09) | 0319 | 43" X 26" R.C.PIPE ARCH CLASS A-III | * Material Discrepancy Adjustments | 0010 | 88.00 | $93.00 | $8,184.00 |
24424(09) | 0320 | 51" X 31" R.C.PIPE ARCH CLASS A-III | * Material Discrepancy Adjustments | 0006 | -398.00 | $120.00 | $-47,760.00 |
24424(09) | 0320 | 51" X 31" R.C.PIPE ARCH CLASS A-III | * Material Discrepancy Adjustments | 0008 | 398.00 | $120.00 | $47,760.00 |
24424(09) | 0321 | 58" X 36" R.C.PIPE ARCH CLASS A-III | * Missing Material Certification | 0010 | -8.00 | $150.00 | $-1,200.00 |
24424(09) | 0321 | 58" X 36" R.C.PIPE ARCH CLASS A-III | * Material Discrepancy Adjustments | 0011 | 8.00 | $150.00 | $1,200.00 |
24424(09) | 0322 | 73" X 45" R.C.PIPE ARCH CLASS A-III | * Material Discrepancy Adjustments | 0006 | -866.00 | $200.00 | $-173,200.00 |
24424(09) | 0322 | 73" X 45" R.C.PIPE ARCH CLASS A-III | * Missing Material Certification | 0007 | -754.00 | $200.00 | $-150,800.00 |
24424(09) | 0322 | 73" X 45" R.C.PIPE ARCH CLASS A-III | * Material Discrepancy Adjustments | 0008 | 1,620.00 | $200.00 | $324,000.00 | Subtotals For Line Item Adjustments | $-253.58 | * = 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 | NOT ENTERED | NOT ENTERED | 500.00 DYS | $15,000.00 | N |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 100511 | Estimate Number: | 0030 | Primary JP: | 21008(04) | |||
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: SEC1702Y-109A(130)HP | Project: 21008(04) | Category: 0100/ROADWAY - SEC1702Y-109A(130)HP | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 72,662.000 | 72,662.000 | 72,662.120 | $5.00 | $0.00 | $363,310.60 | |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 185,577.000 | 185,577.000 | 119,822.080 | $6.70 | $0.00 | $802,807.94 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $88,000.00 | $0.00 | $88,000.00 | |
0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 23,004.000 | 23,004.000 | 24,491.100 | $1.39 | $0.00 | $34,042.63 | |
0006 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 91.000 | 91.000 | 25.000 | $80.41 | $0.00 | $2,010.25 | |
0007 | TEMPORARY SILT DIKE | 227 0100 | LF | 1,190.000 | 1,190.000 | 363.500 | $6.43 | $0.00 | $2,337.31 | |
0008 | DITCH LINER PROTECTION | 229 4318 | LF | 7,424.000 | 7,424.000 | 0.000 | $1.34 | $0.00 | $0.00 | |
0009 | SOLID SLAB SODDING | 230(A) 2806 | SY | 208,720.000 | 208,720.000 | 101,148.910 | $1.16 | $0.00 | $117,332.74 | |
0010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 43.000 | 43.000 | 0.000 | $107.21 | $0.00 | $0.00 | |
0011 | MOWING | 241 2832 | AC | 86.000 | 86.000 | 0.000 | $53.61 | $0.00 | $0.00 | |
0012 | SAND CUSHION | 308 1423 | CY | 445.000 | 445.000 | 315.830 | $20.00 | $0.00 | $6,316.60 | |
0013 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 23,652.000 | 23,652.000 | 96,736.390 | $9.50 | $0.00 | $918,995.72 | |
0014 | (SP)FLY ASH | 327(A) 4200 | TON | 6,004.000 | 3,396.000 | 3,570.330 | $32.00 | $0.00 | $114,250.56 | |
0015 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 111,178.000 | 111,178.000 | 101,747.990 | $1.40 | $0.00 | $142,447.19 | |
0016 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 6,726.000 | 6,726.000 | 2,336.180 | $18.00 | $0.00 | $42,051.24 | |
0017 | TACK COAT | 407 0250 | GAL | 2,191.000 | 2,191.000 | 0.000 | 7.000 | $4.00 | $0.00 | $28.00 |
0018 | PRIME COAT | 408 5774 | GAL | 19,752.000 | 19,752.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 27,792.000 | 27,792.000 | 8.040 | $50.00 | $0.00 | $402.00 | |
0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 2,665.000 | 2,665.000 | 0.000 | $31.00 | $0.00 | $0.00 | |
0021 | (SP)P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 17,662.000 | 17,662.000 | 28,036.300 | $8.00 | $0.00 | $224,290.40 | |
0022 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 80,202.000 | 80,202.000 | 67,278.840 | $12.50 | $0.00 | $840,985.53 | |
0023 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 28,390.000 | 28,390.000 | 0.000 | 26,333.000 | $82.00 | $0.00 | $2,159,306.00 |
0024 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 538.000 | 538.000 | 440.170 | $12.00 | $0.00 | $5,282.04 | |
0025 | CLASS A CONCRETE | 509(B) 0321 | CY | 1,449.000 | 1,449.000 | 0.000 | 1,436.120 | $325.00 | $0.00 | $466,739.00 |
0026 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 22.000 | 22.000 | 0.000 | 21.340 | $580.00 | $0.00 | $12,377.20 |
0027 | CLASS C CONCRETE | 509(D) 0325 | CY | 1,072.000 | 1,072.000 | 114.630 | 1,783.380 | $215.00 | $24,645.45 | $383,426.70 |
0028 | RETAINING WALL | 510(A) 6333 | SY | 275.000 | 275.000 | 44.440 | $260.00 | $0.00 | $11,554.40 | |
0029 | REINFORCING STEEL | 511(A) 0332 | LB | 260,855.000 | 260,855.000 | 249,799.820 | $0.85 | $0.00 | $212,329.85 | |
0030 | TYPE I-A PLAIN RIPRAP | 601A-1 0536 | TON | 141.000 | 141.000 | 0.000 | $44.00 | $0.00 | $0.00 | |
0031 | TYPE I-A FILTER BLANKET | 601A-2 0538 | TON | 45.000 | 45.000 | 0.000 | $37.00 | $0.00 | $0.00 | |
0032 | CONCRETE CURB (6" MNTBLE-INTEGRAL) | 609(A) 0288 | LF | 3,106.000 | 3,106.000 | 2,775.200 | $2.50 | $0.00 | $6,938.00 | |
0033 | CONCRETE CURB (8" BARRIER-INTEGRAL) | 609(A) 0380 | LF | 11,895.000 | 11,895.000 | 9,118.870 | $3.00 | $0.00 | $27,356.61 | |
0034 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 6,225.000 | 6,225.000 | 3,673.810 | $16.00 | $0.00 | $58,780.96 | |
0035 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 3,999.000 | 3,999.000 | 3,214.340 | $32.00 | $0.00 | $102,858.88 | |
0036 | 8" CONCRETE DRIVEWAY (H.E.S.) | 610(B) 0400 | SY | 8,933.000 | 8,933.000 | 7,343.940 | $46.00 | $0.00 | $337,821.24 | |
0037 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 2,888.000 | 2,888.000 | 2,199.040 | $30.00 | $0.00 | $65,971.20 | |
0038 | (PL)TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 432.000 | 432.000 | 380.000 | $28.00 | $0.00 | $10,640.00 | |
0039 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 16.000 | 16.000 | 16.000 | $1,900.00 | $0.00 | $30,400.00 | |
0040 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 6.000 | 6.000 | 6.000 | $2,200.00 | $0.00 | $13,200.00 | |
0041 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 25.000 | 25.000 | 25.000 | $300.00 | $0.00 | $7,500.00 | |
0042 | INLET CICI DES. 2 (STD) | 611(E) 5112 | EA | 9.000 | 9.000 | 9.000 | $1,900.00 | $0.00 | $17,100.00 | |
0043 | INLET CICI DES. 2 (B) | 611(E) 5113 | EA | 22.000 | 22.000 | 21.000 | $2,100.00 | $0.00 | $44,100.00 | |
0044 | INLET CICI DES. 2 (D) | 611(E) 5115 | EA | 11.000 | 11.000 | 10.000 | $2,900.00 | $0.00 | $29,000.00 | |
0045 | INLET CICI DES. 2 (2B) | 611(E) 5117 | EA | 1.000 | 1.000 | 1.000 | $2,300.00 | $0.00 | $2,300.00 | |
0046 | INLET CICI DES. 2 (2D) | 611(E) 5119 | EA | 3.000 | 3.000 | 3.000 | $3,400.00 | $0.00 | $10,200.00 | |
0047 | INLET CICI DES. 3 (B) | 611(E) 5121 | EA | 1.000 | 1.000 | 1.000 | $4,200.00 | $0.00 | $4,200.00 | |
0048 | INLET CICI DES. 3 (D) | 611(E) 5122 | EA | 7.000 | 7.000 | 7.000 | $4,300.00 | $0.00 | $30,100.00 | |
0049 | INLET GPI TYPE 1 (DES. 3) | 611(E) 5329 | EA | 2.000 | 2.000 | 2.000 | $1,800.00 | $0.00 | $3,600.00 | |
0050 | INLET CDI 24" RCP | 611(E) 5705 | EA | 1.000 | 1.000 | 1.000 | $1,200.00 | $0.00 | $1,200.00 | |
0051 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 8.000 | 8.000 | 8.000 | $1,400.00 | $0.00 | $11,200.00 | |
0052 | INLET (SMD-TYPE 2B) | 611(E) 6006 | EA | 1.000 | 1.000 | 1.000 | $1,600.00 | $0.00 | $1,600.00 | |
0053 | INLET MEDIAN BARRIER, TYPE I, DES.1 | 611(E) 7126 | EA | 6.000 | 6.000 | 6.000 | $1,800.00 | $0.00 | $10,800.00 | |
0054 | INLET CICI DES. 2 (ADD'L DEPTH) | 611(F) 5325 | VF | 119.000 | 119.000 | 118.690 | $320.00 | $0.00 | $37,980.80 | |
0055 | INLET CICI DES. 3 (ADD'L DEPTH) | 611(F) 5330 | VF | 22.000 | 22.000 | 21.650 | $500.00 | $0.00 | $10,825.00 | |
0056 | INLET GPI TYPE 1 (ADD'L DEPTH) | 611(F) 5374 | VF | 1.000 | 1.000 | 0.770 | $240.00 | $0.00 | $184.80 | |
0057 | INLET MED. BAR. DES. 1 (ADD'L DEPTH) | 611(F) 5695 | VF | 47.000 | 47.000 | 46.680 | $320.00 | $0.00 | $14,937.60 | |
0058 | INLET CDI 24" RCP,(ADD'L DEPTH) | 611(F) 5790 | VF | 5.000 | 5.000 | 4.500 | $200.00 | $0.00 | $900.00 | |
0059 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 124.000 | 124.000 | 124.000 | $360.00 | $0.00 | $44,640.00 | |
0060 | JUNCTION BOXES | 611(J) 0487 | CF | 653.000 | 653.000 | 652.600 | $25.00 | $0.00 | $16,315.00 | |
0061 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 270.000 | 270.000 | 270.000 | $210.00 | $0.00 | $56,700.00 | |
0062 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 2,410.000 | 2,410.000 | 2,456.000 | $31.00 | $0.00 | $76,136.00 | |
0063 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 2,034.000 | 2,034.000 | 2,028.000 | $40.00 | $0.00 | $81,120.00 | |
0064 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 1,834.000 | 1,834.000 | 1,673.000 | $51.00 | $0.00 | $85,323.00 | |
0065 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 588.000 | 588.000 | 632.000 | $69.00 | $0.00 | $43,608.00 | |
0066 | 36" X 22" R.C.PIPE ARCH CLASS A-III | 613(B) 4497 | LF | 148.000 | 148.000 | 1,002.000 | $83.00 | $0.00 | $83,166.00 | |
0067 | 51" X 31" R.C.PIPE ARCH CLASS A-III | 613(B) 4499 | LF | 90.000 | 90.000 | 90.000 | $115.00 | $0.00 | $10,350.00 | |
0068 | 58" X 36" R.C.PIPE ARCH CLASS A-III | 613(B) 4500 | LF | 306.000 | 306.000 | 306.000 | $150.00 | $0.00 | $45,900.00 | |
0069 | 73" X 45" R.C.PIPE ARCH CLASS A-III | 613(B) 4502 | LF | 122.000 | 122.000 | 122.000 | $205.00 | $0.00 | $25,010.00 | |
0070 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 3.000 | 3.000 | 3.000 | $600.00 | $0.00 | $1,800.00 | |
0071 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 82.000 | 82.000 | 260.000 | $27.00 | $0.00 | $7,020.00 | |
0072 | 51" X 31" PREFAB. CULVERT END SECTION, ARCH | 613(M) 4540 | EA | 1.000 | 1.000 | 1.000 | $1,400.00 | $0.00 | $1,400.00 | |
0073 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 2,100.000 | 2,100.000 | 0.000 | $6.00 | $0.00 | $0.00 | |
0074 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 700.000 | 700.000 | 0.000 | $6.00 | $0.00 | $0.00 | |
0075 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
0076 | REMOVAL OF FENCE | 619(B) 4725 | LF | 16,569.000 | 16,569.000 | 8,759.920 | $2.20 | $0.00 | $19,271.82 | |
0077 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 6,382.000 | 6,382.000 | 8,829.000 | $6.50 | $0.00 | $57,388.50 | |
0078 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 33,624.000 | 33,624.000 | 26,053.410 | $5.00 | $0.00 | $130,267.05 | |
0079 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 34,824.000 | 34,824.000 | 20,532.910 | $1.50 | $0.00 | $30,799.39 | |
0080 | REMOVAL OF CONCRETE MEDIAN BARRIER | 619(B) 4915 | LF | 372.000 | 372.000 | 0.000 | $45.00 | $0.00 | $0.00 | |
0081 | SAWING PAVEMENT | 619(C) 0924 | LF | 11,490.000 | 11,490.000 | 392.000 | 4,857.960 | $2.00 | $784.00 | $9,715.92 |
0082 | FENCE-STYLE CLF (6'HIGH, CLASS A) | 624(D) 4292 | LF | 17,148.000 | 17,148.000 | 9,892.790 | $12.33 | $0.00 | $121,978.09 | |
0083 | CONCRETE MEDIAN BARRIER, DESIGN 1 | 627(I) 4317 | LF | 372.000 | 372.000 | 644.000 | 744.000 | $70.00 | $45,080.00 | $52,080.00 |
0084 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 5.000 | 5.000 | 5.000 | $75.05 | $0.00 | $375.25 | |
0085 | MAILBOX | 629(C) 4960 | EA | 5.000 | 5.000 | 5.000 | $26.80 | $0.00 | $134.00 | |
0086 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 5.000 | 5.000 | 4.000 | $10.72 | $0.00 | $42.88 | |
8001 | REMOVAL OF CONC.PAV.W/ASPH.OVERLAY | 619(B) 4763 | SY | 0.000 | 600.000 | 0.000 | $7.00 | $0.00 | $0.00 | |
8004 | (SP)CEMENT KILN DUST | 327(B) 4210 | TON | 0.000 | 1,304.000 | 491.830 | $61.35 | $0.00 | $30,173.77 | |
Subtotals For Category 0100/ROADWAY - SEC1702Y-109A(130)HP | $70,509.45 | $8,918,033.66 | ||||||||
Fed/State Project Number: SEC1702Y-109A(130)HP | Project: 21008(04) | Category: 0200/BRIDGE 'B' - SEC1702Y-109A(130)HP | ||||||||
0087 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 2,804.000 | 2,804.000 | 2,804.000 | $11.00 | $0.00 | $30,844.00 | |
0088 | GRANULAR BACKFILL | 501(F) 6352 | CY | 6,299.000 | 6,299.000 | 0.000 | 6,299.000 | $25.00 | $0.00 | $157,475.00 |
0089 | CLSM BACKFILL | 501(G) 6309 | CY | 5,443.800 | 5,443.800 | 606.300 | 5,443.800 | $70.00 | $42,441.00 | $381,066.00 |
0090 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 4,944.300 | 4,944.300 | 4,944.300 | $188.00 | $0.00 | $929,528.40 | |
0091 | APPROACH SLAB | 504(A) 1304 | SY | 2,238.300 | 2,238.300 | 2,238.300 | $150.00 | $0.00 | $335,745.00 | |
0092 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 283.500 | 283.500 | 283.500 | $240.00 | $0.00 | $68,040.00 | |
0093 | CONCRETE RAIL (TR1) | 504(E) 1380 | LF | 429.500 | 429.500 | 214.750 | 214.750 | $60.00 | $12,885.00 | $12,885.00 |
0094 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 4,329.300 | 4,329.300 | 260.220 | 4,329.300 | $75.00 | $19,516.50 | $324,697.50 |
0095 | STRUCTURAL STEEL | 506(A) 1322 | LB | 9,640.000 | 9,640.000 | 9,640.000 | $6.30 | $0.00 | $60,732.00 | |
0096 | CLASS AA CONCRETE | 509(A) 1326 | CY | 1,652.800 | 1,652.800 | 1,652.800 | $520.00 | $0.00 | $859,456.00 | |
0097 | CLASS A CONCRETE | 509(B) 1328 | CY | 3,460.400 | 3,460.400 | 100.400 | 3,460.400 | $400.00 | $40,160.00 | $1,384,160.00 |
0098 | (PL)TEMPORARY RETAINING WALL | 510(A) 6338 | SY | 137.400 | 137.400 | 137.400 | $260.00 | $0.00 | $35,724.00 | |
0099 | (PL)MSE RETAINING WALL | 510(A) 6341 | SY | 5,560.000 | 5,560.000 | 0.000 | 5,560.000 | $400.00 | $0.00 | $2,224,000.00 |
0100 | SLOPE WALL (5") | 510(C) 6138 | SY | 2,139.700 | 2,139.700 | 2,139.700 | $48.00 | $0.00 | $102,705.60 | |
0101 | REINFORCING STEEL | 511(A) 1332 | LB | 8,480.000 | 8,480.000 | 8,480.000 | $0.81 | $0.00 | $6,868.80 | |
0102 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 768,660.000 | 768,660.000 | 768,660.000 | $0.87 | $0.00 | $668,734.20 | |
0103 | PILES, FURNISHED (HP 14X73) | 514(A) 6012 | LF | 12,051.000 | 12,051.000 | 12,651.000 | $45.00 | $0.00 | $569,295.00 | |
0104 | PILES, DRIVEN (HP 14X73) | 514(B) 6296 | LF | 12,051.000 | 12,051.000 | 12,262.500 | $15.00 | $0.00 | $183,937.50 | |
0105 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 2,418.500 | 2,418.500 | 261.700 | $3.20 | $0.00 | $837.44 | |
0106 | DRILLED SHAFTS 66" DIAMETER | 516(A) 6097 | LF | 454.000 | 454.000 | 453.600 | $450.00 | $0.00 | $204,120.00 | |
0107 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 963.300 | 963.300 | 192.650 | $3.20 | $0.00 | $616.48 | |
0108 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 10.000 | 10.000 | 2.000 | $110.00 | $0.00 | $220.00 | |
0109 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 56.000 | 56.000 | 56.000 | $1,000.00 | $0.00 | $56,000.00 | |
0110 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 52.000 | 52.000 | 52.000 | $1,000.00 | $0.00 | $52,000.00 | |
0111 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 626.000 | 626.000 | 0.000 | 626.000 | $10.00 | $0.00 | $6,260.00 |
0112 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 120.000 | 120.000 | 120.000 | $10.00 | $0.00 | $1,200.00 | |
0113 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $5,200.00 | $0.00 | $5,200.00 | |
0114 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $200,000.00 | $0.00 | $200,000.00 | |
8000 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $9,341.64 | $0.00 | $9,341.64 | |
Subtotals For Category 0200/BRIDGE 'B' - SEC1702Y-109A(130)HP | $115,002.50 | $8,871,689.56 | ||||||||
Fed/State Project Number: SEC1702Y-109A(130)HP | Project: 21008(04) | Category: 0300/TRAFFIC SIGNAL - SEC1702Y-109A(130)HP | ||||||||
0115 | 2" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8310 | LF | 780.000 | 780.000 | 258.000 | 780.000 | $11.90 | $3,070.20 | $9,282.00 |
0116 | 3" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8316 | LF | 170.000 | 170.000 | 170.000 | 170.000 | $23.59 | $4,010.30 | $4,010.30 |
0117 | 1" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8334 | LF | 45.000 | 45.000 | 78.000 | $3.11 | $0.00 | $242.58 | |
0118 | 1 1/2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8336 | LF | 75.000 | 75.000 | 0.000 | $11.79 | $0.00 | $0.00 | |
0119 | 1 1/2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8338 | LF | 235.000 | 235.000 | 252.000 | $3.32 | $0.00 | $836.64 | |
0120 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 175.000 | 175.000 | 0.000 | $12.33 | $0.00 | $0.00 | |
0121 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 465.000 | 465.000 | 425.000 | $4.29 | $0.00 | $1,823.25 | |
0122 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 1,060.000 | 1,060.000 | 1,182.700 | $15.01 | $0.00 | $17,752.33 | |
0123 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 235.000 | 235.000 | 390.000 | $15.01 | $0.00 | $5,853.90 | |
0124 | JUNCTION BOX(6" X 6" X 4") | 802(D) 8370 | EA | 16.000 | 0.000 | 0.000 | $412.77 | $0.00 | $0.00 | |
0125 | PULL BOX(SIZE I) | 803 8065 | EA | 15.000 | 15.000 | 13.000 | $219.78 | $0.00 | $2,857.14 | |
0126 | PULL BOX(SIZE II) | 803 8066 | EA | 3.000 | 3.000 | 4.000 | $273.39 | $0.00 | $1,093.56 | |
0127 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 33.700 | 33.700 | 40.100 | $471.73 | $0.00 | $18,916.38 | |
0128 | REINFORCING STEEL | 804(B) 2916 | LB | 4,947.000 | 4,947.000 | 4,717.400 | $1.30 | $0.00 | $6,132.62 | |
0129 | 32'MH POLE 35'TS & 10'LMA(G.STL.) | 806(A) 8311 | EA | 1.000 | 1.000 | 1.000 | $3,993.64 | $0.00 | $3,993.64 | |
0130 | 32'MH POLE,55'TS & 10'LMA(G.STL.) | 806(A) 8353 | EA | 3.000 | 3.000 | 3.000 | $7,805.03 | $0.00 | $23,415.09 | |
0131 | POLE & 50' TS MST.ARM(G.STL.) | 806(A) 8736 | EA | 1.000 | 1.000 | 1.000 | $5,823.75 | $0.00 | $5,823.75 | |
0132 | POLE & 55'T.S.MST.ARM(G.STL.) | 806(A) 8738 | EA | 2.000 | 2.000 | 1.000 | $6,848.70 | $0.00 | $6,848.70 | |
0133 | 40' MHP 50' TS & 10' LMA(G.STL.) | 806(A) 8872 | EA | 1.000 | 1.000 | 1.000 | $6,822.97 | $0.00 | $6,822.97 | |
0134 | 10' MTG.HT.TS PED.POLE(G.STL.) | 806(B) 8894 | EA | 15.000 | 15.000 | 4.000 | 16.000 | $582.16 | $2,328.64 | $9,314.56 |
0135 | (PL)ROADWAY LUMINAIRE | 809(A) 8090 | EA | 7.000 | 7.000 | 2.000 | 7.000 | $396.68 | $793.36 | $2,776.76 |
0136 | SERVICE POLE | 810(A) 3118 | EA | 2.000 | 2.000 | 3.000 | $605.75 | $0.00 | $1,817.25 | |
0137 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 800.000 | 800.000 | 400.000 | $1.72 | $0.00 | $688.00 | |
0138 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 4,090.000 | 4,090.000 | 220.000 | 2,380.000 | $0.96 | $211.20 | $2,284.80 |
0139 | VEH.ACT.SOL.ST.TRAF.SIG.CON.ASM | 825 8550 | EA | 3.000 | 3.000 | 3.000 | $25,639.73 | $0.00 | $76,919.19 | |
0140 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 0.500 | $80,902.10 | $0.00 | $40,451.06 | |
0141 | SOL.STE.DIGITAL IND.VEH.LP.DET. | 828(A) 8135 | EA | 1.000 | 1.000 | 0.000 | $230.51 | $0.00 | $0.00 | |
0142 | LOOP DETECTOR WIRE | 828(B) 8138 | LF | 2,115.000 | 2,115.000 | 0.000 | $3.75 | $0.00 | $0.00 | |
0143 | PEDESTRIAN PUSH BUTTON | 830 8000 | EA | 18.000 | 18.000 | 20.000 | $146.88 | $0.00 | $2,937.60 | |
0144 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 15.000 | 15.000 | 9.000 | $605.75 | $0.00 | $5,451.75 | |
0145 | 1WAY 3SEC. ADJ. SIG. HD. S-9 | 831 8252 | EA | 7.000 | 7.000 | 3.000 | $566.08 | $0.00 | $1,698.24 | |
0146 | 1WAY 3SEC. ADJ. SIG. HD. S-11 | 831 8270 | EA | 4.000 | 4.000 | 0.000 | $566.08 | $0.00 | $0.00 | |
0147 | 1WAY 5SEC. ADJ. SIG. HD. S-19 | 831 8286 | EA | 3.000 | 3.000 | 3.000 | $1,034.59 | $0.00 | $3,103.77 | |
0148 | 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | 831 8295 | EA | 18.000 | 18.000 | 20.000 | $359.16 | $0.00 | $7,183.20 | |
0149 | BACKPLATE | 833 3030 | EA | 29.000 | 29.000 | 15.000 | $75.05 | $0.00 | $1,125.75 | |
0150 | 5/C TRAF.SIG.ELECT.CABLE | 834(A) 8207 | LF | 5,365.000 | 6,665.000 | 2,135.000 | $1.27 | $0.00 | $2,711.45 | |
0151 | 7/C TRAF.SIG.ELECT.CABLE | 834(A) 8208 | LF | 1,295.000 | 1,295.000 | 1,190.000 | $1.59 | $0.00 | $1,892.10 | |
0152 | 21/C TRAF.SIG.EL.CABLE | 834(A) 8213 | LF | 2,690.000 | 2,690.000 | 1,430.000 | $4.44 | $0.00 | $6,349.20 | |
0153 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 1,790.000 | 1,790.000 | 0.000 | $0.96 | $0.00 | $0.00 | |
0154 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 145.750 | 145.750 | 70.500 | $37.52 | $0.00 | $2,645.16 | |
0155 | (PL)TRAFFIC ITEMS(SIGNALS) | 890 7706 | LSUM | 1.000 | 1.000 | 0.330 | 0.330 | $109,356.13 | $36,087.52 | $36,087.52 |
0156 | (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT | 890(A) 8726 | LSUM | 1.000 | 1.000 | 1.000 | $7,612.04 | $0.00 | $7,612.04 | |
0157 | (PL)REMOVE & RESET TRAFFIC SIGNAL EQUIPMENT | 890A/B 8742 | LSUM | 1.000 | 1.000 | 1.000 | $6,218.29 | $0.00 | $6,218.29 | |
8002 | (PL)JUNCTION BOX(SPECIAL) | 802(D) 8374 | EA | 0.000 | 16.000 | 11.000 | 16.000 | $855.50 | $9,410.50 | $13,688.00 |
8005 | (PL)TRAFFIC ITEMS(SIGNALS) | 890 7706 | LSUM | 0.000 | 1.000 | 0.000 | $15,868.02 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC SIGNAL - SEC1702Y-109A(130)HP | $55,911.72 | $348,660.54 | ||||||||
Fed/State Project Number: SEC1702Y-109A(130)HP | Project: 21008(04) | Category: 0301/TRAFFIC SIGNING AND STRIPING - SEC1702Y-109A(130)HP | ||||||||
0158 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 23.100 | 23.100 | 10.890 | $1,072.12 | $0.00 | $11,675.39 | |
0159 | REINFORCING STEEL | 804(B) 2916 | LB | 3,800.000 | 3,800.000 | 1,534.600 | $2.14 | $0.00 | $3,284.04 | |
0160 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 507.270 | 507.270 | 0.000 | $10.19 | $0.00 | $0.00 | |
0161 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 1,235.000 | 1,235.000 | 0.000 | $12.87 | $0.00 | $0.00 | |
0162 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 442.000 | 442.000 | 0.000 | $20.37 | $0.00 | $0.00 | |
0163 | 6"@15 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3207 | LF | 100.000 | 100.000 | 0.000 | $23.59 | $0.00 | $0.00 | |
0164 | 6"@20 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3208 | LF | 88.000 | 88.000 | 0.000 | $32.16 | $0.00 | $0.00 | |
0165 | 6"@25 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3209 | LF | 104.000 | 104.000 | 0.000 | $39.67 | $0.00 | $0.00 | |
0166 | 2"@3.65 GALV.STEEL PIPE POST | 851(B) 3216 | LF | 295.000 | 295.000 | 0.000 | $6.43 | $0.00 | $0.00 | |
0167 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 486.000 | 486.000 | 0.000 | $10.72 | $0.00 | $0.00 | |
0168 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 40.000 | 40.000 | 0.000 | $4.29 | $0.00 | $0.00 | |
0169 | (SP)TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 854(C) 8525 | EA | 134.000 | 134.000 | 0.000 | $117.93 | $0.00 | $0.00 | |
0170 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 45,605.000 | 45,605.000 | 0.000 | $0.59 | $0.00 | $0.00 | |
0171 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(6" WIDE) | 854(C) 8535 | LF | 14,714.000 | 14,714.000 | 0.000 | $1.18 | $0.00 | $0.00 | |
0172 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(8" WIDE) | 854(C) 8540 | LF | 13,520.000 | 13,520.000 | 0.000 | $1.29 | $0.00 | $0.00 | |
0173 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(24" WIDE) | 854(C) 8555 | LF | 231.000 | 231.000 | 0.000 | $16.08 | $0.00 | $0.00 | |
0174 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 5,000.000 | 5,000.000 | 0.000 | $1.07 | $0.00 | $0.00 | |
0175 | (PL)IMPACT ATTENUATOR | 871 8325 | EA | 2.000 | 2.000 | 1.000 | 2.000 | $18,226.02 | $18,226.02 | $36,452.04 |
0176 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8724 | EA | 5.000 | 5.000 | 21.000 | $107.21 | $0.00 | $2,251.41 | |
0177 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 13.000 | 13.000 | 0.000 | $107.21 | $0.00 | $0.00 | |
0178 | (PL)REMOVE & RESET OVERHEAD SIGN STRUCTURE | 890A/B 8758 | EA | 1.000 | 1.000 | 0.350 | 1.000 | $10,721.19 | $3,752.42 | $10,721.19 |
Subtotals For Category 0301/TRAFFIC SIGNING AND STRIPING - SEC1702Y-109A(130)HP | $21,978.44 | $64,384.07 | ||||||||
Fed/State Project Number: SEC1702Y-109A(130)HP | Project: 21008(04) | Category: 0302/TRAFFIC LIGHTING - SEC1702Y-109A(130)HP | ||||||||
0179 | 3/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8300 | LF | 1,310.000 | 1,310.000 | 540.000 | $8.31 | $0.00 | $4,487.40 | |
0180 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 530.000 | 530.000 | 380.000 | 380.000 | $12.33 | $4,685.40 | $4,685.40 |
0181 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 8,780.000 | 8,780.000 | 8,451.000 | $3.75 | $0.00 | $31,691.25 | |
0182 | JUNCTION BOX(6" X 6" X 4") | 802(D) 8370 | EA | 2.000 | 2.000 | 0.000 | $412.77 | $0.00 | $0.00 | |
0183 | PULL BOX(SIZE I) | 803 8065 | EA | 11.000 | 11.000 | 4.000 | $219.78 | $0.00 | $879.12 | |
0184 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 30.160 | 30.160 | 28.880 | $471.73 | $0.00 | $13,623.56 | |
0185 | REINFORCING STEEL | 804(B) 2916 | LB | 1,736.800 | 1,736.800 | 1,822.800 | $1.30 | $0.00 | $2,369.64 | |
0186 | 40' MTG.HT.HL.PTP.(G.STL.) | 806(D) 8989 | EA | 55.000 | 55.000 | 50.000 | $1,173.97 | $0.00 | $58,698.50 | |
0187 | BREAKAWAY BASE (DES. B) | 807 8092 | EA | 55.000 | 55.000 | 50.000 | $455.65 | $0.00 | $22,782.50 | |
0188 | (PL)ROADWAY LUMINAIRE | 809(A) 8090 | EA | 55.000 | 55.000 | 50.000 | $820.17 | $0.00 | $41,008.50 | |
0189 | UNDERPASS LUMINIARE | 809(B) 8098 | EA | 24.000 | 24.000 | 24.000 | $482.45 | $0.00 | $11,578.80 | |
0190 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 1.000 | $3,484.39 | $0.00 | $3,484.39 | |
0191 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 18,440.000 | 18,440.000 | 0.000 | 16,300.000 | $1.82 | $0.00 | $29,666.00 |
0192 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 655.000 | 655.000 | 1,080.000 | $0.96 | $0.00 | $1,036.80 | |
0193 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 6,875.000 | 6,875.000 | 4,361.000 | $0.70 | $0.00 | $3,052.70 | |
Subtotals For Category 0302/TRAFFIC LIGHTING - SEC1702Y-109A(130)HP | $4,685.40 | $229,044.56 | ||||||||
Fed/State Project Number: SEC1702Y-109A(130)HP | Project: 21008(04) | Category: 0303/CONSTRUCTION TRAFFIC CONTROL - SEC1702Y-109A(130)HP | ||||||||
0194 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 37,384.000 | 37,384.000 | 1,534.000 | $3.50 | $0.00 | $5,369.00 | |
0195 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 17,825.000 | 17,825.000 | 1,594.000 | $5.00 | $0.00 | $7,970.00 | |
0196 | (PL)TRAFFIC SIGNAL SPAN WIRE EQUIPMENT | 823 8482 | LSUM | 1.000 | 1.000 | 1.000 | $76,120.45 | $0.00 | $76,120.45 | |
0197 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 123,740.000 | 123,740.000 | 75,952.920 | $0.11 | $0.00 | $8,354.82 | |
0198 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 21,240.000 | 21,240.000 | 746.000 | $0.66 | $0.00 | $492.36 | |
0199 | REMOVABLE PAVEMENT MARKING TAPE(8" WIDE) | 856(C) 8857 | LF | 300.000 | 300.000 | 0.000 | $1.50 | $0.00 | $0.00 | |
0200 | REMOVABLE PAVEMENT MARKING TAPE(ARROWS) | 856(D) 8860 | EA | 18.000 | 18.000 | 4.000 | $107.21 | $0.00 | $428.84 | |
0201 | REMOVABLE PAVEMENT MARKING TAPE(WORDS) | 856(D) 8863 | EA | 6.000 | 6.000 | 0.000 | $117.93 | $0.00 | $0.00 | |
0202 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 856(G) 8890 | EA | 5,265.000 | 5,265.000 | 1,000.000 | $0.70 | $0.00 | $700.00 | |
0203 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 47,138.000 | 47,138.000 | 12,127.390 | $0.13 | $0.00 | $1,576.56 | |
0204 | (PL)CONSTRUCTION ZONE QUADGUARD IMPACT ATTENUATOR | 871 8709 | SD | 7,420.000 | 7,420.000 | 1,211.000 | $5.36 | $0.00 | $6,490.96 | |
0205 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 1,060.000 | 1,060.000 | 0.000 | $8.58 | $0.00 | $0.00 | |
0206 | ARROW DISPLAY(TYPE A) | 880(A) 8800 | SD | 2,120.000 | 2,120.000 | 257.000 | $1.07 | $0.00 | $274.99 | |
0207 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 23,320.000 | 23,320.000 | 1,500.000 | 29,238.000 | $0.02 | $30.00 | $584.76 |
0208 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 24,380.000 | 24,380.000 | 1,139.000 | 29,292.000 | $0.10 | $113.90 | $2,929.20 |
0209 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 31,270.000 | 31,270.000 | 465.000 | 12,576.000 | $0.02 | $9.30 | $251.52 |
0210 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 7,420.000 | 7,420.000 | 375.000 | 18,079.000 | $5.90 | $2,212.50 | $106,666.10 |
0211 | WING BARRICADES | 880(C) 8848 | SD | 3,180.000 | 3,180.000 | 30.000 | 859.000 | $0.02 | $0.60 | $17.18 |
0212 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 46,110.000 | 46,110.000 | 1,200.000 | 47,852.000 | $0.05 | $60.00 | $2,392.60 |
0213 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 152,110.000 | 152,110.000 | 5,625.000 | 161,011.000 | $0.11 | $618.75 | $17,711.21 |
0214 | DRUMS | 880(F) 8878 | SD | 152,110.000 | 152,110.000 | 5,625.000 | 161,559.000 | $0.11 | $618.75 | $17,771.49 |
0215 | CHANNELIZER CONES | 880(G) 8890 | SD | 6,890.000 | 6,890.000 | 255.000 | 7,507.000 | $0.11 | $28.05 | $825.77 |
0216 | FLAGGER | 880(I) 8902 | SD | 1,060.000 | 1,060.000 | 0.000 | $175.00 | $0.00 | $0.00 | |
0217 | SURVEILLANCE TRAFFIC CONTROL | 880(K) 8908 | SD | 530.000 | 530.000 | 29.000 | 899.000 | $750.48 | $21,763.92 | $674,681.52 |
0218 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 5,300.000 | 5,300.000 | 0.000 | $57.08 | $0.00 | $0.00 | |
0219 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 2,120.000 | 2,120.000 | 8.000 | $37.52 | $0.00 | $300.16 | |
Subtotals For Category 0303/CONSTRUCTION TRAFFIC CONTROL - SEC1702Y-109A(130)HP | $25,455.77 | $931,909.49 | ||||||||
Fed/State Project Number: SEC1702Y-109A(130)HP | Project: 21008(04) | Category: 0900/NON-PARTICIPATING (WATER) - SEC1702Y-109A(130)HP | ||||||||
0220 | SOLID SLAB SODDING | 230(A) 2806 | SY | 16,000.000 | 16,000.000 | 0.000 | $2.14 | $0.00 | $0.00 | |
0221 | WATER METERS RESET | 612(L) 0652 | EA | 4.000 | 4.000 | 4.000 | $321.64 | $0.00 | $1,286.56 | |
0222 | DISINFECTION AND TESTING | 612(M) 4819 | LSUM | 1.000 | 1.000 | 0.600 | $107.21 | $0.00 | $64.32 | |
0223 | HYDROSTATIC PRESSURE TEST | 612(M) 4821 | LSUM | 1.000 | 1.000 | 0.850 | $107.21 | $0.00 | $91.13 | |
0224 | (PL)6" MECHANICAL JOINT RESTRAINT | 616 5100 | EA | 67.000 | 67.000 | 50.000 | $75.05 | $0.00 | $3,752.50 | |
0225 | (PL)8" MECHANICAL JOINT RESTRAINT | 616 5105 | EA | 46.000 | 46.000 | 47.000 | $85.77 | $0.00 | $4,031.19 | |
0226 | (PL)12" MECHANICAL JOINT RESTRAINT | 616 5110 | EA | 128.000 | 128.000 | 107.000 | $139.38 | $0.00 | $14,913.66 | |
0227 | (PL)18" MECHANICAL JOINT RESTRAINT | 616 5125 | EA | 4.000 | 4.000 | 0.000 | $268.03 | $0.00 | $0.00 | |
0228 | (PL)DUCTILE IRON FITTINGS | 616(A) 0850 | LB | 6,591.000 | 6,591.000 | 6,591.000 | $1.07 | $0.00 | $7,052.37 | |
0229 | 6" DUCTILE IRON PIPE W/POLYETHYLENE ENCASEMENT | 616(A) 6010 | LF | 330.000 | 330.000 | 269.000 | $57.89 | $0.00 | $15,572.41 | |
0230 | 8" DUCTILE IRON PIPE W/POLYETHYLENE ENCASEMENT | 616(A) 6020 | LF | 622.000 | 622.000 | 348.000 | $62.18 | $0.00 | $21,638.64 | |
0231 | 12" DUCTILE IRON PIPE W/POLYETHYLENE ENCASEMENT | 616(A) 6030 | LF | 6,017.000 | 6,017.000 | 5,710.000 | $72.90 | $0.00 | $416,259.00 | |
0232 | 2" COPPER WATER SERVICE PIPE (SHORT) | 616(C) 0902 | EA | 3.000 | 3.000 | 2.000 | $2,144.24 | $0.00 | $4,288.48 | |
0233 | 2" COPPER WATER SERVICE PIPE (LONG) | 616(C) 0904 | EA | 1.000 | 1.000 | 1.000 | $2,680.30 | $0.00 | $2,680.31 | |
0234 | 2" BLOW OFF VALVE | 616(D) 0775 | EA | 1.000 | 1.000 | 1.000 | $750.48 | $0.00 | $750.48 | |
0235 | 6" TAP | 616(D) 0800 | EA | 1.000 | 1.000 | 0.000 | $428.85 | $0.00 | $0.00 | |
0236 | 8" TAP | 616(D) 0810 | EA | 1.000 | 1.000 | 2.000 | $536.06 | $0.00 | $1,072.12 | |
0237 | 12" TAP | 616(D) 0820 | EA | 4.000 | 4.000 | 5.000 | $643.27 | $0.00 | $3,216.35 | |
0238 | 8" VALVES (TAPPING) | 616(D) 0867 | EA | 1.000 | 1.000 | 2.000 | $1,072.12 | $0.00 | $2,144.24 | |
0239 | 6" GATE VALVE | 616(D) 1070 | EA | 12.000 | 12.000 | 14.000 | $750.48 | $0.00 | $10,506.72 | |
0240 | 8" GATE VALVE | 616(D) 1080 | EA | 5.000 | 5.000 | 5.000 | $857.70 | $0.00 | $4,288.50 | |
0241 | 12" GATE VALVE | 616(D) 1100 | EA | 9.000 | 9.000 | 11.000 | $1,608.18 | $0.00 | $17,689.98 | |
0242 | 18" X 12" TAPPING SLEEVE | 616(D) 7017 | EA | 1.000 | 1.000 | 0.250 | $2,144.24 | $0.00 | $536.06 | |
0243 | 12" X 12" TAPPING SLEEVE | 616(D) 7023 | EA | 3.000 | 3.000 | 4.000 | $1,929.81 | $0.00 | $7,719.24 | |
0244 | 6" X 6" TAPPING SLEEVE | 616(D) 8010 | EA | 1.000 | 1.000 | 0.000 | $1,286.54 | $0.00 | $0.00 | |
0245 | 8" X 8" TAPPING SLEEVE | 616(D) 8015 | EA | 1.000 | 1.000 | 2.000 | $1,608.18 | $0.00 | $3,216.36 | |
0246 | 6" TAPPING VALVE AND BOX | 616(D) 8050 | EA | 1.000 | 1.000 | 0.000 | $1,286.54 | $0.00 | $0.00 | |
0247 | 12" TAPPING VALVE AND BOX | 616(D) 8060 | EA | 4.000 | 4.000 | 5.000 | $1,929.82 | $0.00 | $9,649.10 | |
0248 | VALVE STEM EXTENSION (8') | 616(D) 8070 | EA | 1.000 | 1.000 | 4.000 | $107.21 | $0.00 | $428.84 | |
0249 | VALVE STEM EXTENSION (10') | 616(D) 8080 | EA | 1.000 | 1.000 | 3.000 | $160.82 | $0.00 | $482.46 | |
0250 | FIRE HYDRANTS | 616(G) 1192 | EA | 9.000 | 9.000 | 10.000 | $2,680.30 | $0.00 | $26,803.00 | |
0251 | FIRE HYDRANT EXTENSION | 616(G) 1193 | EA | 1.000 | 1.000 | 1.000 | $214.42 | $0.00 | $214.43 | |
0252 | 12" STEEL CASING | 616(I) 0030 | LF | 120.000 | 120.000 | 120.000 | $21.44 | $0.00 | $2,572.80 | |
0253 | (PL)16" STEEL CASING | 616(I) 5262 | LF | 350.000 | 350.000 | 350.000 | $35.38 | $0.00 | $12,383.00 | |
0254 | (PL)20" STEEL CASING | 616(I) 5266 | LF | 790.000 | 790.000 | 781.000 | $50.39 | $0.00 | $39,354.59 | |
0255 | WET CONNECTION (6") | 616(N) 0098 | EA | 2.000 | 2.000 | 2.000 | $536.06 | $0.00 | $1,072.12 | |
0256 | WET CONNECTION (12") | 616(N) 0100 | EA | 2.000 | 2.000 | 0.000 | $107.21 | $0.00 | $0.00 | |
0257 | BORE AND JACK 12" CASING | 616(U) 6190 | LF | 80.000 | 80.000 | 80.000 | $101.85 | $0.00 | $8,148.00 | |
0258 | BORE AND JACK 16" CASING | 616(U) 6200 | LF | 240.000 | 240.000 | 100.000 | $160.82 | $0.00 | $16,082.00 | |
0259 | BORE AND JACK 20" STEEL CASING | 616(U) 6210 | LF | 560.000 | 560.000 | 564.000 | $182.26 | $0.00 | $102,794.64 | |
0260 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $536.06 | $0.00 | $536.06 | |
0261 | REMOVAL OF FIRE HYDRANT | 619(B) 5949 | EA | 7.000 | 7.000 | 5.000 | $428.85 | $0.00 | $2,144.25 | |
0262 | REMOVAL OF GATE VALVE AND BOX | 619(B) 7210 | EA | 9.000 | 9.000 | 0.000 | $107.21 | $0.00 | $0.00 | |
0263 | (PL)STATIONARY BOLLARD | 623(M) 6500 | EA | 4.000 | 4.000 | 0.000 | $107.21 | $0.00 | $0.00 | |
Subtotals For Category 0900/NON-PARTICIPATING (WATER) - SEC1702Y-109A(130)HP | $0.00 | $765,435.91 | ||||||||
Fed/State Project Number: SEC1702Y-109A(130)HP | Project: 21008(04) | Category: 0901/NON-PARTICIPATING (SEWER) - SEC1702Y-109A(130)HP | ||||||||
0264 | TEMPORARY SILT FENCE | 223 2801 | LF | 3,500.000 | 3,500.000 | 850.000 | $2.14 | $0.00 | $1,819.00 | |
0265 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 18.000 | 18.000 | 20.000 | $3,216.36 | $0.00 | $64,327.20 | |
0266 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 38.000 | 38.000 | 0.000 | $107.21 | $0.00 | $0.00 | |
0267 | (PL)VIDEO INSPECTION OF CONDUIT | 613 0700 | EA | 1.000 | 1.000 | 0.500 | $3,859.63 | $0.00 | $1,929.82 | |
0268 | SEWER LEAKAGE TEST (<24" DIA.) | 615 5985 | LF | 3,531.000 | 3,531.000 | 1,765.000 | $0.01 | $0.00 | $17.65 | |
0269 | DEFLECTION TEST (8" PIPE) | 615 6505 | LSUM | 1.000 | 1.000 | 0.000 | $53.61 | $0.00 | $0.00 | |
0270 | DEFLECTION TEST (12" PIPE) | 615 6510 | LSUM | 1.000 | 1.000 | 0.000 | $53.61 | $0.00 | $0.00 | |
0271 | DEFLECTION TEST (15" PIPE) | 615 6515 | LSUM | 1.000 | 1.000 | 0.000 | $53.61 | $0.00 | $0.00 | |
0272 | 15" POLYVINYL CHLORIDE (PVC) PIPE | 615(C) 5600 | LF | 1,152.000 | 1,152.000 | 1,148.000 | $56.82 | $0.00 | $65,229.36 | |
0273 | SANITARY SEWER SERVICE CONNECTION | 615(D) 0300 | EA | 1.000 | 1.000 | 2.000 | $214.42 | $0.00 | $428.84 | |
0274 | SANITARY SEWER SERVICE LINE | 615(E) 0300 | LF | 20.000 | 20.000 | 20.000 | $26.80 | $0.00 | $536.00 | |
0275 | 8" POLYVINYL CHLORIDE (PVC) PIPE | 616(B) 5225 | LF | 1,146.000 | 1,146.000 | 1,304.000 | $50.39 | $0.00 | $65,708.56 | |
0276 | 12" POLYVINYL CHLORIDE (PVC) PIPE | 616(B) 5229 | LF | 1,232.000 | 1,232.000 | 1,441.000 | $54.68 | $0.00 | $78,793.88 | |
0277 | (PL)16" STEEL CASING | 616(I) 5262 | LF | 160.000 | 160.000 | 160.000 | $35.38 | $0.00 | $5,660.80 | |
0278 | BORE AND JACK 20" STEEL CASING | 616(U) 6210 | LF | 90.000 | 90.000 | 50.000 | $182.26 | $0.00 | $9,113.00 | |
0279 | REMOVAL OF MANHOLES | 619(B) 4742 | EA | 11.000 | 11.000 | 11.000 | $321.64 | $0.00 | $3,538.04 | |
0280 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 3,533.000 | 3,533.000 | 3,533.000 | $6.43 | $0.00 | $22,717.19 | |
Subtotals For Category 0901/NON-PARTICIPATING (SEWER) - SEC1702Y-109A(130)HP | $0.00 | $319,819.34 | ||||||||
Fed/State Project Number: SEC1702Y-109A(130)HP | Project: 21008(04) | Category: 0902/NON-PARTICIPATING (STAKING) - SEC1702Y-109A(130)HP | ||||||||
0281 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.500 | $52,000.00 | $0.00 | $26,000.00 | |
Subtotals For Category 0902/NON-PARTICIPATING (STAKING) - SEC1702Y-109A(130)HP | $0.00 | $26,000.00 | ||||||||
Fed/State Project Number: SEC1702Y-109A(130)HP | Project: 21008(04) | Category: 0903/NON-PARTICIPATING (CONSTRUCTION) - SEC1702Y-109A(130)HP | ||||||||
0282 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 0.740 | $700,000.00 | $0.00 | $518,000.00 | |
Subtotals For Category 0903/NON-PARTICIPATING (CONSTRUCTION) - SEC1702Y-109A(130)HP | $0.00 | $518,000.00 | ||||||||
Fed/State Project Number: SEC1702Y-109A(130)HP | Project: 21008(04) | Category: 0904/NON-PARTICIPATING (ENHANCEMENT) - SEC1702Y-109A(130)HP | ||||||||
0283 | (PL)LANDSCAPING | 231(G) 4500 | LSUM | 1.000 | 1.000 | 0.000 | $188,000.00 | $0.00 | $0.00 | |
0284 | (PL)DRAINAGE COMPOSITE | 246(C) 7046 | SY | 1,003.000 | 1,003.000 | 0.000 | $22.18 | $0.00 | $0.00 | |
0285 | CLASS AA CONCRETE | 509(A) 1326 | CY | 87.000 | 87.000 | 27.060 | 50.000 | $650.00 | $17,589.00 | $32,500.00 |
0286 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 2,200.000 | 2,200.000 | 1,000.000 | 1,500.000 | $5.36 | $5,360.00 | $8,040.00 |
0287 | WATERPROOFING TYPE B | 606(B) 0549 | SF | 9,030.000 | 9,030.000 | 2,000.000 | 2,000.000 | $6.49 | $12,980.00 | $12,980.00 |
0288 | WATER SYSTEM IMPROVEMENTS | 643 6000 | LSUM | 1.000 | 1.000 | 0.150 | $34,307.81 | $0.00 | $5,146.17 | |
Subtotals For Category 0904/NON-PARTICIPATING (ENHANCEMENT) - SEC1702Y-109A(130)HP | $35,929.00 | $58,666.17 | ||||||||
Subtotals For Project SEC1702Y-109A(130)HP /21008(04) | $329,472.28 | $21,051,643.30 |
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: IMY-0040-4(433)139 | Project: 24424(09) | Category: 0100/ROADWAY - IMY-0040-4(433)139 | ||||||||
0289 | EARTHWORK | 202(G) 0185 | LSUM | 1.000 | 1.000 | 1.000 | $38,000.00 | $0.00 | $38,000.00 | |
0290 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.300 | 1.000 | $48,000.00 | $14,400.00 | $48,000.00 |
0291 | TEMPORARY BALE BARRIER | 222 2801 | LF | 190.000 | 190.000 | 0.000 | $5.36 | $0.00 | $0.00 | |
0292 | TEMPORARY SILT FENCE | 223 2801 | LF | 15,460.000 | 15,460.000 | 0.000 | $1.39 | $0.00 | $0.00 | |
0293 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 11.000 | 11.000 | 10.000 | $80.41 | $0.00 | $804.10 | |
0294 | TEMPORARY SILT DIKE | 227 0100 | LF | 65.000 | 65.000 | 370.000 | $6.43 | $0.00 | $2,379.10 | |
0295 | SOLID SLAB SODDING | 230(A) 2806 | SY | 27,100.000 | 27,100.000 | 4,000.000 | $1.16 | $0.00 | $4,640.00 | |
0296 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 3.320 | 3.320 | 0.000 | $107.21 | $0.00 | $0.00 | |
0297 | MOWING | 241 2832 | AC | 5.580 | 5.580 | 0.000 | $53.61 | $0.00 | $0.00 | |
0298 | (PL)TEMPORARY INLET SEDIMENT FILTER | 243 0450 | EA | 73.000 | 73.000 | 0.000 | $107.16 | $0.00 | $0.00 | |
0299 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 98,858.000 | 98,858.000 | 0.000 | 120,540.170 | $9.50 | $0.00 | $1,145,131.63 |
0300 | (SP)FLY ASH | 327(A) 4200 | TON | 5,421.000 | 3,421.000 | 3,475.760 | $32.00 | $0.00 | $111,224.32 | |
0301 | (SP)LIME | 327(D) 4230 | TON | 543.000 | 543.000 | 0.000 | $155.00 | $0.00 | $0.00 | |
0302 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 99,897.000 | 99,897.000 | 134,998.530 | $1.00 | $0.00 | $134,998.53 | |
0303 | (SP)LIME PRETREATMENT | 327(G) 4260 | SY | 49,950.000 | 49,950.000 | 0.000 | $0.80 | $0.00 | $0.00 | |
0304 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 2,000.000 | 2,000.000 | 689.150 | $18.00 | $0.00 | $12,404.70 | |
0305 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 6,000.000 | 6,000.000 | 0.000 | $0.27 | $0.00 | $0.00 | |
0306 | (SP)P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 33,426.000 | 33,426.000 | 17,998.400 | 17,998.400 | $7.30 | $131,388.32 | $131,388.32 |
0307 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 72,933.000 | 72,933.000 | 83,522.760 | $11.00 | $0.00 | $918,750.36 | |
0308 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 35,733.000 | 35,733.000 | 5,287.000 | 36,627.500 | $80.00 | $422,960.00 | $2,930,200.00 |
0309 | CLSM BACKFILL | 501(G) 6315 | CY | 44.000 | 44.000 | 0.000 | $122.00 | $0.00 | $0.00 | |
0310 | CLASS AA CONCRETE | 509(A) 0319 | CY | 63.700 | 63.700 | 0.000 | $330.00 | $0.00 | $0.00 | |
0311 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 101.600 | 101.600 | 101.600 | $700.00 | $0.00 | $71,120.00 | |
0312 | CLASS C CONCRETE | 509(D) 0325 | CY | 5.000 | 5.000 | 0.000 | $220.00 | $0.00 | $0.00 | |
0313 | REINFORCING STEEL | 511(A) 1332 | LB | 26,487.000 | 26,487.000 | 25,090.000 | $1.20 | $0.00 | $30,108.00 | |
0314 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 40.000 | 40.000 | 0.000 | $44.00 | $0.00 | $0.00 | |
0315 | INLET MEDIAN BARRIER DES. 2-2 | 611(E) 5693 | EA | 10.000 | 10.000 | 3.000 | $4,600.00 | $0.00 | $13,800.00 | |
0316 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 76.000 | 76.000 | 90.000 | $28.00 | $0.00 | $2,520.00 | |
0317 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 161.000 | 161.000 | 169.000 | $40.00 | $0.00 | $6,760.00 | |
0318 | 42" R.C.PIPE CLASS III | 613(B) 0495 | LF | 844.000 | 844.000 | 1,020.000 | $91.00 | $0.00 | $92,820.00 | |
0319 | 43" X 26" R.C.PIPE ARCH CLASS A-III | 613(B) 4498 | LF | 1,392.000 | 1,392.000 | 1,392.000 | $93.00 | $0.00 | $129,456.00 | |
0320 | 51" X 31" R.C.PIPE ARCH CLASS A-III | 613(B) 4499 | LF | 398.000 | 398.000 | 398.000 | $120.00 | $0.00 | $47,760.00 | |
0321 | 58" X 36" R.C.PIPE ARCH CLASS A-III | 613(B) 4500 | LF | 572.000 | 572.000 | 564.000 | $150.00 | $0.00 | $84,600.00 | |
0322 | 73" X 45" R.C.PIPE ARCH CLASS A-III | 613(B) 4502 | LF | 1,674.000 | 1,674.000 | 1,674.000 | $200.00 | $0.00 | $334,800.00 | |
0323 | 42" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5736 | EA | 1.000 | 1.000 | 1.000 | $1,100.00 | $0.00 | $1,100.00 | |
0324 | 4" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1089 | LF | 500.000 | 500.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0325 | 4" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1094 | LF | 200.000 | 200.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0326 | 18" JACKED CONDUIT | 613(U) 4498 | LF | 78.000 | 78.000 | 0.000 | $390.00 | $0.00 | $0.00 | |
0327 | 24" JACKED CONDUIT | 613(U) 4500 | LF | 74.000 | 74.000 | 0.000 | $450.00 | $0.00 | $0.00 | |
0328 | 42" JACKED CONDUIT | 613(U) 4506 | LF | 176.000 | 176.000 | 0.000 | $750.00 | $0.00 | $0.00 | |
0329 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
0330 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 2.000 | 2.000 | 0.000 | $1,200.00 | $0.00 | $0.00 | |
0331 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 30,815.000 | 30,815.000 | 28,953.560 | $5.50 | $0.00 | $159,244.58 | |
0332 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 65,348.000 | 65,348.000 | 56,826.780 | $1.50 | $0.00 | $85,240.18 | |
0333 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 9,084.000 | 9,084.000 | 9,122.400 | $7.00 | $0.00 | $63,856.80 | |
0334 | REMOVAL OF CONCRETE MEDIAN BARRIER | 619(B) 4915 | LF | 5,307.000 | 5,307.000 | 6,140.000 | $21.00 | $0.00 | $128,940.00 | |
0335 | REMOVE AND RECONSTRUCT FENCE | 625(B) 1252 | LF | 238.000 | 238.000 | 238.000 | $26.80 | $0.00 | $6,378.40 | |
0336 | CONCRETE MEDIAN BARRIER, DESIGN 1 | 627(I) 4317 | LF | 4,709.000 | 4,709.000 | 2,053.000 | 2,053.000 | $28.00 | $57,484.00 | $57,484.00 |
0337 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 1.000 | 1.000 | 0.000 | $560.00 | $0.00 | $0.00 | |
8003 | (SP)CEMENT KILN DUST | 327(B) 4210 | TON | 0.000 | 2,000.000 | 1,953.120 | $61.35 | $0.00 | $119,823.92 | |
Subtotals For Category 0100/ROADWAY - IMY-0040-4(433)139 | $626,232.32 | $6,923,732.94 | ||||||||
Fed/State Project Number: IMY-0040-4(433)139 | Project: 24424(09) | Category: 0200/BRIDGE 'A' - IMY-0040-4(433)139 | ||||||||
0338 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 189.000 | 189.000 | 257.590 | $10.00 | $0.00 | $2,575.90 | |
0339 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 201.000 | 201.000 | 198.720 | $20.00 | $0.00 | $3,974.40 | |
0340 | CLASS AA CONCRETE | 509(A) 1326 | CY | 421.900 | 421.900 | 421.900 | $350.00 | $0.00 | $147,665.00 | |
0341 | REINFORCING STEEL | 511(A) 1332 | LB | 98,690.000 | 98,690.000 | 98,690.000 | $0.72 | $0.00 | $71,056.80 | |
0342 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 54.000 | 54.000 | 45.680 | $44.00 | $0.00 | $2,009.92 | |
0343 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 27.000 | 27.000 | 22.990 | $40.00 | $0.00 | $919.60 | |
0344 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 2.000 | 2.000 | 2.000 | $1,200.00 | $0.00 | $2,400.00 | |
Subtotals For Category 0200/BRIDGE 'A' - IMY-0040-4(433)139 | $0.00 | $230,601.62 | ||||||||
Fed/State Project Number: IMY-0040-4(433)139 | Project: 24424(09) | Category: 0300/LIGHTING - IMY-0040-4(433)139 | ||||||||
0345 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 545.000 | 545.000 | 240.000 | $12.33 | $0.00 | $2,959.20 | |
0346 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 5,270.000 | 5,270.000 | 3,256.000 | 3,256.000 | $3.75 | $12,210.00 | $12,210.00 |
0347 | PULL BOX(SIZE I) | 803 8065 | EA | 32.000 | 32.000 | 0.000 | $718.32 | $0.00 | $0.00 | |
0348 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 42.440 | 42.440 | 0.000 | $589.67 | $0.00 | $0.00 | |
0349 | REINFORCING STEEL | 804(B) 2916 | LB | 6,280.000 | 6,280.000 | 0.000 | $1.30 | $0.00 | $0.00 | |
0350 | 36' MTG.HT.HL.PTP.(G.STL.) | 806(D) 8995 | EA | 26.000 | 26.000 | 0.000 | $1,173.97 | $0.00 | $0.00 | |
0351 | (PL)ROADWAY LUMINAIRE | 809(A) 8090 | EA | 52.000 | 52.000 | 0.000 | $450.29 | $0.00 | $0.00 | |
0352 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 1.000 | 1.000 | $3,484.39 | $3,484.39 | $3,484.39 |
0353 | 1/C NO.2 ELECTRICAL CONDUCTOR | 811 8036 | LF | 6,455.000 | 6,455.000 | 0.000 | $2.25 | $0.00 | $0.00 | |
0354 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 5,660.000 | 5,660.000 | 0.000 | $1.82 | $0.00 | $0.00 | |
0355 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 5,200.000 | 5,200.000 | 0.000 | $0.96 | $0.00 | $0.00 | |
Subtotals For Category 0300/LIGHTING - IMY-0040-4(433)139 | $15,694.39 | $18,653.59 | ||||||||
Fed/State Project Number: IMY-0040-4(433)139 | Project: 24424(09) | Category: 0301/STRIPING - IMY-0040-4(433)139 | ||||||||
0356 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 30,402.000 | 30,402.000 | 0.000 | $0.21 | $0.00 | $0.00 | |
0357 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(6" WIDE) | 854(C) 8535 | LF | 16,980.000 | 16,980.000 | 0.000 | $0.32 | $0.00 | $0.00 | |
0358 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(8" WIDE) | 854(C) 8540 | LF | 4,565.000 | 4,565.000 | 0.000 | $0.43 | $0.00 | $0.00 | |
0359 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 2,000.000 | 2,000.000 | 0.000 | $3.22 | $0.00 | $0.00 | |
Subtotals For Category 0301/STRIPING - IMY-0040-4(433)139 | $0.00 | $0.00 | ||||||||
Fed/State Project Number: IMY-0040-4(433)139 | Project: 24424(09) | Category: 0302/TRAFFIC OPERATIONS - IMY-0040-4(433)139 | ||||||||
0360 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 21,420.000 | 21,420.000 | 9,741.800 | $3.50 | $0.00 | $34,096.30 | |
0361 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 17,080.000 | 17,080.000 | 17,080.000 | $5.00 | $0.00 | $85,400.00 | |
0362 | TRAFFIC STRIPE(PAINT)(4" WIDE) | 854(A) 8800 | LF | 62,502.000 | 62,502.000 | 64,326.300 | $0.32 | $0.00 | $20,584.42 | |
0363 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 856(G) 8890 | EA | 10,571.000 | 10,571.000 | 0.000 | $0.54 | $0.00 | $0.00 | |
0364 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 27,830.000 | 27,830.000 | 23,066.000 | $0.27 | $0.00 | $6,227.82 | |
0365 | SAND FILLED IMPACT ATTENUATION MODULE | 870(A) 8485 | SD | 62,472.000 | 62,472.000 | 33,915.000 | $0.54 | $0.00 | $18,314.10 | |
0366 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 320.000 | 320.000 | 0.000 | $21.44 | $0.00 | $0.00 | |
0367 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 1,096.000 | 1,096.000 | 15.000 | 472.000 | $1.07 | $16.05 | $505.04 |
0368 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 35,620.000 | 35,620.000 | 900.000 | 32,894.000 | $0.02 | $18.00 | $657.88 |
0369 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 27,400.000 | 27,400.000 | 450.000 | 14,327.000 | $1.07 | $481.50 | $15,329.89 |
0370 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 31,784.000 | 31,784.000 | 750.000 | 20,630.000 | $0.02 | $15.00 | $412.60 |
0371 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 18,632.000 | 18,632.000 | 120.000 | 5,566.000 | $0.02 | $2.40 | $111.32 |
0372 | WING BARRICADES | 880(C) 8848 | SD | 2,192.000 | 2,192.000 | 60.000 | 1,764.000 | $10.72 | $643.20 | $18,910.08 |
0373 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 47,128.000 | 47,128.000 | 900.000 | 26,470.000 | $0.05 | $45.00 | $1,323.50 |
0374 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 216,460.000 | 216,460.000 | 7,125.000 | 163,322.000 | $0.05 | $356.25 | $8,166.10 |
0375 | DRUMS | 880(F) 8878 | SD | 216,460.000 | 216,460.000 | 7,125.000 | 218,589.000 | $0.05 | $356.25 | $10,929.45 |
0376 | CHANNELIZER CONES | 880(G) 8890 | SD | 400.000 | 400.000 | 0.000 | $1.07 | $0.00 | $0.00 | |
0377 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 810.000 | 810.000 | 686.000 | $57.08 | $0.00 | $39,156.88 | |
0378 | (SP)SMART WORK ZONE SYSTEM-PORTABLE CHANGEABLE MESSAGE SIGN | 882 8370 | SD | 19,728.000 | 19,728.000 | 404.000 | 11,928.000 | $7.50 | $3,030.00 | $89,460.00 |
0379 | (SP)SMART WORK ZONE SYSTEM-PORTABLE TRAFFIC SENSOR (PTS) | 882 8372 | SD | 6,576.000 | 6,576.000 | 180.000 | 5,380.000 | $3.22 | $579.60 | $17,323.60 |
0380 | (SP)SMART WORK ZONE SYSTEM-PAN-TILT-ZOOM CAMERA (PTZC) | 882 8374 | SD | 1,096.000 | 1,096.000 | 30.000 | 894.000 | $34.31 | $1,029.30 | $30,673.14 |
0381 | (SP)SMART WORK ZONE SYSTEM-WEBSITE SYSTEM | 882 8376 | SD | 548.000 | 548.000 | 15.000 | 448.000 | $857.70 | $12,865.50 | $384,249.60 |
0382 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 1,096.000 | 1,096.000 | 90.000 | 1,585.000 | $37.52 | $3,376.80 | $59,469.20 |
Subtotals For Category 0302/TRAFFIC OPERATIONS - IMY-0040-4(433)139 | $22,814.85 | $841,300.92 | ||||||||
Fed/State Project Number: IMY-0040-4(433)139 | Project: 24424(09) | Category: 0600/STAKING - IMY-0040-4(433)139 | ||||||||
0383 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.200 | 0.950 | $42,000.00 | $8,400.00 | $39,900.00 |
Subtotals For Category 0600/STAKING - IMY-0040-4(433)139 | $8,400.00 | $39,900.00 | ||||||||
Fed/State Project Number: IMY-0040-4(433)139 | Project: 24424(09) | Category: 0640/CONSTRUCTION - IMY-0040-4(433)139 | ||||||||
0384 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.500 | $8,638.34 | $0.00 | $4,319.17 | |
0385 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $17,000.00 | $0.00 | $17,000.00 | |
0386 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 0.740 | $700,000.00 | $0.00 | $518,000.00 | |
0387 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.250 | $84,000.00 | $0.00 | $21,000.00 | |
Subtotals For Category 0640/CONSTRUCTION - IMY-0040-4(433)139 | $0.00 | $560,319.17 | ||||||||
Subtotals For Project IMY-0040-4(433)139 /24424(09) | $673,141.56 | $8,614,508.24 |