Contract ID: | 090497 | Estimate Number: | 0030 | Contract No: | 510080 | |||
Residency: | DUNCAN (07100) | Estimate Type: | Progressive | Account No: | 400700 | |||
Project Number(s): | IM-STIM(296) | ||||||||||||
Primary Job Piece No: | 20313(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE AND BRIDGE I-44: FROM 1.6 MILES NORTH OF SH-7, EXTEND NORTH. PROJECT LENGTH = 2.545 MILES. | ||||||||||||
Primary County: | COMANCHE | ||||||||||||
Name of Road: | I-44 | ||||||||||||
Prime Contractor: | ALLEN CONTRACTING, INC. | ||||||||||||
1100 South Eastern | |||||||||||||
OKLAHOMA CITY , OK 73129 | |||||||||||||
Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
Date Let: | 06/18/2009 | NTP Effective Date: | 08/24/2009 | Pay Period: | 11/01/2010 TO 11/15/2010 |
Date Awarded: | 06/22/2009 | Date Work Began: | 08/24/2009 | Original Contract Time: | 360 |
Date Contract Executed: | 06/30/2009 | Date Time Stopped: | Current Time Charged: | 449.00 | |
Date NTP Issued: | 07/22/2009 | Completion Date: | Current Time Allowed: | 410.00 | |
General Liability Expires: | 09/01/2011 | Workman's Comp Expires: | 09/01/2011 | Percent Time Used: | 109.51 % |
Specification Year: | 1999 | Date Approved: | 11/22/2010 | ||
Current Contract Amount: | $15,825,264.11 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $15,797,093.11 | Participating: | $12,703,218.06 | $11,402,956.44 | $1,300,261.62 | ||
Percent Complete: | 80.58 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $3,073,878.18 | Non ARRA: | $17,978.22 | $17,978.22 | $0.00 | ||
Unearned Balance: | $3,045,707.18 | Total Earnings: | $12,721,196.28 | $11,420,934.66 | $1,300,261.62 | ||
Stockpiled Materials: | $115,118.65 | $61,600.77 | $53,517.88 | ||||
Gross Earnings: | $12,836,314.93 | $11,482,535.43 | $1,353,779.50 | ||||
Other Adjustments: | $-6,929.00 | $-6,929.00 | $0.00 | ||||
Liq Dam/Disincentive: | $-78,000.00 | $-54,000.00 | $-24,000.00 | ||||
TOTAL: | $12,751,385.93 | $11,421,606.43 | $1,329,779.50 |
Contract ID: | 090497 | Estimate Number: | 0030 | Primary JP: | 20313(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Removes Type C Light Requirement | Approved | 12/09/2009 | 0.0 | $0.00 |
002 | Adds Pay Plan Qty Note to Uncl. Borrow Item | Approved | 12/09/2009 | 0.0 | $0.00 |
003 | Sleeper Slabs & Dowel Jointed PC Pav't(Placement Only) | Pending | 0 | 48.0 | $317,997.86 |
004 | Adds 6" Underdrain | Approved | 10/25/2010 | 5.0 | $28,171.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20313(04) | 0013 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0027 | $-1,509.05 |
20313(04) | 0013 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0015 | $-4,740.58 |
20313(04) | 0013 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0016 | $-9.85 |
20313(04) | 0013 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0013 | $66,100.00 |
20313(04) | 0013 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0020 | $-13,585.98 |
20313(04) | 0013 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0013 | $-14,666.68 |
20313(04) | 0013 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0014 | $-31,587.86 |
20313(04) | 0013 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0028 | $-36,788.89 |
20313(04) | 0013 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0029 | $-6,266.26 |
20313(04) | 0013 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0021 | $71,015.40 |
20313(04) | 0013 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0027 | $-14,993.31 |
20313(04) | 0013 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0024 | $71,040.11 |
20313(04) | 0013 | FABRIC-CTB SEP | Stockpiled Material Closure | 0025 | $-71,040.11 |
20313(04) | 0023 | REBAR (AML) | Stockpiled Material Initial Payment | 0015 | $7,207.04 |
20313(04) | 0023 | REBAR (AML) | Stockpiled Material Adjustment | 0015 | $-7,207.04 |
20313(04) | 0023 | REBAR (AML) | Stockpiled Material Initial Payment | 0015 | $91,247.83 |
20313(04) | 0023 | REBAR (AML) | Stockpiled Material Adjustment | 0015 | $-91,247.83 |
20313(04) | 0023 | REBAR (AML) | Stockpiled Material Initial Payment | 0016 | $14,414.07 |
20313(04) | 0023 | REBAR (AML) | Stockpiled Material Adjustment | 0016 | $-14,414.07 |
20313(04) | 0023 | REBAR (AML) | Stockpiled Material Initial Payment | 0016 | $890.41 |
20313(04) | 0023 | REBAR (AML) | Stockpiled Material Adjustment | 0016 | $-890.41 |
20313(04) | 0023 | REBAR (AML) | Stockpiled Material Adjustment | 0018 | $-10,616.18 |
20313(04) | 0023 | REBAR (AML) | Stockpiled Material Adjustment | 0021 | $-41,603.34 |
20313(04) | 0023 | REBAR (AML) | Stockpiled Material Initial Payment | 0016 | $182,495.66 |
20313(04) | 0023 | REBAR (AML) | Stockpiled Material Adjustment | 0016 | $-130,276.15 |
20313(04) | 0025 | FABRIC-HMA PVMT REIN | Stockpiled Material Adjustment | 0020 | $-6,017.62 |
20313(04) | 0025 | FABRIC-HMA PVMT REIN | Stockpiled Material Adjustment | 0025 | $-517.52 |
20313(04) | 0025 | FABRIC-HMA PVMT REIN | Stockpiled Material Adjustment | 0027 | $-6,065.03 |
20313(04) | 0025 | FABRIC-HMA PVMT REIN | Stockpiled Material Adjustment | 0014 | $-7,229.55 |
20313(04) | 0025 | FABRIC-HMA PVMT REIN | Stockpiled Material Adjustment | 0013 | $-15,645.28 |
20313(04) | 0025 | FABRIC-HMA PVMT REIN | Stockpiled Material Initial Payment | 0013 | $35,475.00 |
20313(04) | 0025 | FABRIC-HMA PVMT REIN | Stockpiled Material Adjustment | 0027 | $-32,578.75 |
20313(04) | 0025 | FABRIC-HMA PVMT REIN | Stockpiled Material Adjustment | 0025 | $-551.96 |
20313(04) | 0025 | FABRIC-HMA PVMT REIN | Stockpiled Material Initial Payment | 0021 | $37,836.05 |
20313(04) | 0025 | FABRIC-HMA PVMT REIN | Stockpiled Material Initial Payment | 0024 | $37,812.11 |
20313(04) | 0025 | FABRIC-HMA PVMT REIN | Stockpiled Material Closure | 0025 | $-37,812.11 |
20313(04) | 0040 | Beam Guard Rail-w-single | Stockpiled Material Adjustment | 0019 | $-1,825.32 |
20313(04) | 0040 | Beam Guard Rail-w-single | Stockpiled Material Initial Payment | 0007 | $1,825.32 |
20313(04) | 0040 | Beam Guard Rail-w-beam-single3 | Stockpiled Material Adjustment | 0019 | $-24,108.00 |
20313(04) | 0040 | Beam Guard Rail-w-beam-single3 | Stockpiled Material Initial Payment | 0007 | $24,108.00 |
20313(04) | 0040 | Beam Guard rail-w-beam-single | Stockpiled Material Adjustment | 0019 | $-26,114.13 |
20313(04) | 0040 | Beam Guard rail-w-beam-single | Stockpiled Material Initial Payment | 0007 | $30,135.00 |
20313(04) | 0040 | Beam Guard rail-w-beam-single | Stockpiled Material Adjustment | 0021 | $-4,020.87 |
20313(04) | 0040 | Beam Guard rail-w-beam-single | Stockpiled Material Initial Payment | 0022 | $30,135.00 |
20313(04) | 0041 | Beam guard rail-w-beam-double | Stockpiled Material Initial Payment | 0007 | $1,897.50 |
20313(04) | 0042 | Thrie beam bride connection-type A | Stockpiled Material Adjustment | 0019 | $-9,144.00 |
20313(04) | 0042 | Thrie beam bride connection-type A | Stockpiled Material Initial Payment | 0007 | $16,764.00 |
20313(04) | 0042 | Thrie beam bride connection-type A | Stockpiled Material Adjustment | 0021 | $-1,524.00 |
20313(04) | 0043 | GET Guardrail end section | Stockpiled Material Adjustment | 0021 | $-2,900.00 |
20313(04) | 0043 | GET Guardrail end section | Stockpiled Material Adjustment | 0019 | $-5,800.00 |
20313(04) | 0043 | GET Guardrail end section | Stockpiled Material Initial Payment | 0007 | $14,500.00 |
20313(04) | 0057 | BR DECK SEAL-EPX PEN | Stockpiled Material Initial Payment | 0007 | $2,511.85 |
20313(04) | 0057 | BR DECK SEAL-EPX PEN | Stockpiled Material Adjustment | 0017 | $-2,511.85 |
20313(04) | 0077 | BR DECK SEAL-EPX PEN | Stockpiled Material Initial Payment | 0007 | $2,511.85 |
20313(04) | 0077 | BR DECK SEAL-EPX PEN | Stockpiled Material Adjustment | 0029 | $-2,511.85 |
20313(04) | 0097 | BR DECK SEAL-EPX PEN | Stockpiled Material Initial Payment | 0007 | $6,355.72 |
20313(04) | 0097 | BR DECK SEAL-EPX PEN | Stockpiled Material Adjustment | 0017 | $-6,355.72 |
20313(04) | 0117 | BR DECK SEAL-EPX PEN | Stockpiled Material Initial Payment | 0007 | $9,922.75 |
20313(04) | 0117 | BR DECK SEAL-EPX PEN | Stockpiled Material Adjustment | 0029 | $-9,922.75 |
20313(04) | 0127 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0015 | $16,051.71 |
20313(04) | 0127 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0016 | $-16,051.71 |
20313(04) | 0129 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0015 | $4,183.67 |
20313(04) | 0129 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0016 | $-4,183.67 |
20313(04) | 0173 | Walkway & Handrail | Stockpiled Material Initial Payment | 0008 | $5,980.88 |
20313(04) | 0173 | Walkway & Handrail | Stockpiled Material Adjustment | 0018 | $-5,980.88 |
20313(04) | 0174 | Type C-1 Structure 65' 0" | Stockpiled Material Initial Payment | 0008 | $20,348.51 |
20313(04) | 0174 | Type C-1 Structure 65' 0" | Stockpiled Material Adjustment | 0009 | $-20,348.51 |
20313(04) | 0174 | Type C-1 Structure 80' 0" | Stockpiled Material Initial Payment | 0008 | $22,543.19 |
20313(04) | 0174 | Type C-1 Structure 80' 0" | Stockpiled Material Adjustment | 0009 | $-22,543.19 |
20313(04) | 0175 | Overhead Sign Structure Ty C-1 65' | Stockpiled Material Initial Payment | 0010 | $20,348.51 |
20313(04) | 0175 | Overhead Sign Structure Ty C-1 65' | Stockpiled Material Adjustment | 0018 | $-20,348.51 |
20313(04) | 0176 | Overhead Sign Str. Ty. C-1 80' | Stockpiled Material Initial Payment | 0010 | $22,543.19 |
20313(04) | 0176 | Overhead Sign Str. Ty. C-1 80' | Stockpiled Material Adjustment | 0018 | $-22,543.19 |
20313(04) | 0207 | Cable End Anchor Unit | Stockpiled Material Initial Payment | 0030 | $2,184.71 |
20313(04) | 0208 | Cable Barrier | Stockpiled Material Initial Payment | 0030 | $51,333.17 | Subtotals For Stockpile Payments | $115,118.65 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0027 | -1.0 | $2,000.00 | $-2,000.00 |
System Application of Liquidated Damages | 0028 | -15.0 | $2,000.00 | $-30,000.00 |
System Application of Liquidated Damages | 0029 | -11.0 | $2,000.00 | $-22,000.00 |
System Application of Liquidated Damages | 0030 | -12.0 | $2,000.00 | $-24,000.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
No general contract adjustments have been created on this contract. | Subtotals For Contract Adjustments | $0.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
20313(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 0.00 | $0.00 | $1,417.40 |
20313(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 0.00 | $0.00 | $1,263.50 |
20313(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 0.00 | $0.00 | $514.87 |
20313(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $1,888.01 |
20313(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 0.00 | $0.00 | $1,514.47 |
20313(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $687.01 |
20313(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 0.00 | $0.00 | $0.44 |
20313(04) | 0023 | (SP)CONT. REINF. P.C.C. PAVEMENT(PLACEMENT) | * Material Discrepancy Adjustments | 0018 | 0.00 | $0.00 | $-3,334.12 |
20313(04) | 0023 | (SP)CONT. REINF. P.C.C. PAVEMENT(PLACEMENT) | * Material Discrepancy Adjustments | 0021 | 0.00 | $0.00 | $-10,880.58 | Subtotals For Line Item Adjustments | $-6,929.00 | * = User applied Line Item Adjustments |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
No milestones exist for this contract. |
Contract ID: | 090497 | Estimate Number: | 0030 | Primary JP: | 20313(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: IM-STIM(296) | Project: 20313(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 0.900 | $10,000.00 | $0.00 | $9,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 42,436.000 | 42,436.000 | 28,362.000 | $7.00 | $0.00 | $198,534.00 | |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 800.000 | 800.000 | 1,779.000 | $12.00 | $0.00 | $21,348.00 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.000 | 0.750 | $35,000.00 | $0.00 | $26,250.00 |
0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 30,891.000 | 30,891.000 | 15,318.000 | $1.90 | $0.00 | $29,104.20 | |
0006 | TEMPORARY SEDIMENT BASIN | 225 2804 | EA | 1.000 | 1.000 | 0.000 | $570.00 | $0.00 | $0.00 | |
0007 | TEMPORARY SILT DIKE | 227 0100 | LF | 464.000 | 464.000 | 0.000 | $7.00 | $0.00 | $0.00 | |
0008 | DITCH LINER PROTECTION | 229 4318 | LF | 2,007.000 | 2,007.000 | 2,007.000 | $2.16 | $0.00 | $4,335.12 | |
0009 | SOLID SLAB SODDING | 230(A) 2806 | SY | 105,712.000 | 105,712.000 | 0.000 | 24,002.680 | $1.60 | $0.00 | $38,404.29 |
0010 | MOWING | 241 2832 | AC | 66.000 | 66.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
0011 | (PL)TEMPORARY INLET SEDIMENT FILTER | 243 0450 | EA | 26.000 | 26.000 | 13.000 | $220.00 | $0.00 | $2,860.00 | |
0012 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 19,158.000 | 19,158.000 | 20,472.290 | $1.70 | $0.00 | $34,802.90 | |
0013 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 136,732.000 | 136,732.000 | 0.000 | 121,133.940 | $10.00 | $0.00 | $1,211,339.40 |
0014 | (SP)LIME | 327(D) 4230 | TON | 4,794.000 | 4,794.000 | 2,503.810 | $170.00 | $0.00 | $425,647.70 | |
0015 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 147,936.000 | 147,936.000 | 143,576.850 | $2.00 | $0.00 | $287,153.70 | |
0016 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 15,253.000 | 15,253.000 | 0.000 | 5,242.120 | $17.50 | $0.00 | $91,737.12 |
0017 | TACK COAT | 407 0250 | GAL | 64,121.000 | 64,121.000 | 0.000 | 47,422.840 | $5.00 | $0.00 | $237,114.20 |
0018 | PRIME COAT | 408 5774 | GAL | 22,091.000 | 22,091.000 | 0.000 | 31,225.000 | $6.50 | $0.00 | $202,962.50 |
0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 5,744.000 | 5,744.000 | 3,863.890 | $65.00 | $0.00 | $251,152.85 | |
0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 1,557.000 | 1,557.000 | 0.000 | 2,145.690 | $74.00 | $0.00 | $158,781.06 |
0021 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 50,379.000 | 50,379.000 | 18,874.500 | $0.21 | $0.00 | $3,963.65 | |
0022 | (SP)P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 62,917.000 | 62,917.000 | 4,027.980 | 32,515.859 | $6.80 | $27,390.26 | $221,107.83 |
0023 | (SP)CONT. REINF. P.C.C. PAVEMENT(PLACEMENT) | 414(D) 4425 | SY | 80,196.000 | 80,196.000 | 22,730.280 | 69,290.490 | $21.00 | $477,335.88 | $1,455,100.29 |
0024 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 35,986.000 | 35,986.000 | 7,813.210 | 28,793.340 | $100.00 | $781,321.00 | $2,879,334.00 |
0025 | FABRIC REINFORCEMENT | 420(A) 4242 | SY | 150,461.000 | 150,461.000 | 0.000 | 143,657.160 | $1.50 | $0.00 | $215,485.74 |
0026 | CLASS A CONCRETE | 509(B) 0321 | CY | 30.000 | 30.000 | 88.410 | $450.00 | $0.00 | $39,784.50 | |
0027 | CLASS C CONCRETE | 509(D) 0325 | CY | 243.000 | 243.000 | 0.000 | 223.010 | $225.00 | $0.00 | $50,177.25 |
0028 | SLOPE WALL (4") | 510(C) 6134 | SY | 813.000 | 813.000 | 0.000 | $50.00 | $0.00 | $0.00 | |
0029 | REINFORCING STEEL | 511(A) 0332 | LB | 5,277.000 | 5,277.000 | 6,820.312 | $0.90 | $0.00 | $6,138.28 | |
0030 | INLET (SMD-TYPE 1) | 611(E) 6000 | EA | 1.000 | 1.000 | 0.000 | 1.000 | $1,500.00 | $0.00 | $1,500.00 |
0031 | INLETS ADJUST TO GRADE | 612(E) 0645 | EA | 9.000 | 9.000 | 7.000 | $570.00 | $0.00 | $3,990.00 | |
0032 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 750.000 | 750.000 | 0.000 | 814.000 | $40.00 | $0.00 | $32,560.00 |
0033 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $9,500.00 | $0.00 | $9,500.00 | |
0034 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 69,462.000 | 69,462.000 | 48,853.560 | $4.60 | $0.00 | $224,726.39 | |
0035 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 52,163.000 | 52,163.000 | 44,390.420 | $3.80 | $0.00 | $168,683.60 | |
0036 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 6,284.000 | 6,284.000 | 39,911.690 | $6.60 | $0.00 | $263,417.16 | |
0037 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 7,693.000 | 7,693.000 | 8,380.000 | $2.00 | $0.00 | $16,760.00 | |
0038 | REMOVAL OF CONCRETE MEDIAN BARRIER | 619(B) 4915 | LF | 1,656.000 | 1,656.000 | 2,003.200 | $13.00 | $0.00 | $26,041.60 | |
0039 | SAWING PAVEMENT | 619(C) 0924 | LF | 2,388.000 | 2,388.000 | 73.000 | 2,172.500 | $4.00 | $292.00 | $8,690.00 |
0040 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 6,512.000 | 6,512.000 | 3,959.000 | $15.15 | $0.00 | $59,978.85 | |
0041 | BEAM GUARD RAIL-W-BEAM-DOUBLE | 623(B) 1200 | LF | 150.000 | 150.000 | 0.000 | $22.00 | $0.00 | $0.00 | |
0042 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 22.000 | 22.000 | 14.000 | $1,300.00 | $0.00 | $18,200.00 | |
0043 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 10.000 | 10.000 | 6.000 | $2,200.00 | $0.00 | $13,200.00 | |
Subtotals For Category 0100/ROADWAY | $1,286,339.14 | $8,948,866.18 | ||||||||
Fed/State Project Number: IM-STIM(296) | Project: 20313(04) | Category: 0200/BRIDGE 'A' | ||||||||
0044 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 145.000 | 145.000 | 145.000 | $18.00 | $0.00 | $2,610.00 | |
0045 | CLSM BACKFILL | 501(G) 6309 | CY | 145.000 | 145.000 | 145.000 | $85.00 | $0.00 | $12,325.00 | |
0046 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 1.000 | 0.000 | $2,800.00 | $0.00 | $0.00 | |
0047 | APPROACH SLAB | 504(A) 1304 | SY | 370.400 | 370.400 | 0.000 | 370.400 | $165.00 | $0.00 | $61,116.00 |
0048 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 121.100 | 121.100 | 121.100 | $240.00 | $0.00 | $29,064.00 | |
0049 | CONCRETE PARAPET | 504(F) 1381 | LF | 175.400 | 175.400 | 0.000 | 175.000 | $73.00 | $0.00 | $12,775.00 |
0050 | CLASS C BRIDGE DECK REPAIR | 505(C) 6020 | SY | 50.700 | 50.700 | 13.160 | $585.00 | $0.00 | $7,698.60 | |
0051 | (PL)SPECIAL CONCRETE FINISH | 509 6152 | SY | 538.100 | 538.100 | 537.200 | $19.00 | $0.00 | $10,206.80 | |
0052 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0053 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 304.000 | 304.000 | 0.000 | 164.000 | $4.40 | $0.00 | $721.60 |
0054 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 184.000 | 184.000 | 0.000 | $17.00 | $0.00 | $0.00 | |
0055 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 16.000 | 16.000 | 0.000 | $115.00 | $0.00 | $0.00 | |
0056 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 41.300 | 41.300 | 55.590 | $460.00 | $0.00 | $25,571.40 | |
0057 | (SP) DECK AREA SEALED (FLOODCOATS) | 523(C) 6570 | SY | 721.300 | 721.300 | 721.300 | $15.00 | $0.00 | $10,819.50 | |
0058 | (SP)CORROSION INHIBITOR(SURFACE APPLIED) | 535 6130 | SY | 538.100 | 538.100 | 465.900 | $17.00 | $0.00 | $7,920.30 | |
0059 | (PL)REPAIR BRIDGE ITEM (TYPE A) | 540 4515 | EA | 6.000 | 6.000 | 10.000 | $1,800.00 | $0.00 | $18,000.00 | |
0060 | (PL)REPLACE BRIDGE ITEM (TYPE A) | 545 4815 | EA | 3.000 | 3.000 | 1.500 | $3,800.00 | $0.00 | $5,700.00 | |
0061 | (PL)REPLACE BRIDGE ITEM (TYPE B) | 545 4825 | EA | 3.000 | 3.000 | 0.000 | $7,500.00 | $0.00 | $0.00 | |
0062 | (PL)REMOVAL OF BRIDGE ITEM (TYPE A) | 619(B) 2515 | EA | 2.000 | 2.000 | 2.000 | $4,200.00 | $0.00 | $8,400.00 | |
0063 | (PL)REMOVAL OF BRIDGE ITEM (TYPE B) | 619(B) 2520 | LSUM | 1.000 | 1.000 | 1.000 | $9,500.00 | $0.00 | $9,500.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $227,428.20 | ||||||||
Fed/State Project Number: IM-STIM(296) | Project: 20313(04) | Category: 0201/BRIDGE 'B' | ||||||||
0064 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 140.000 | 140.000 | 140.000 | $18.00 | $0.00 | $2,520.00 | |
0065 | CLSM BACKFILL | 501(G) 6309 | CY | 140.000 | 140.000 | 0.000 | 100.000 | $85.00 | $0.00 | $8,500.00 |
0066 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 1.000 | 0.000 | $2,700.00 | $0.00 | $0.00 | |
0067 | APPROACH SLAB | 504(A) 1304 | SY | 370.400 | 370.400 | 370.400 | $165.00 | $0.00 | $61,116.00 | |
0068 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 121.100 | 121.100 | 121.000 | $250.00 | $0.00 | $30,250.00 | |
0069 | CONCRETE PARAPET | 504(F) 1381 | LF | 175.400 | 175.400 | 175.400 | $80.00 | $0.00 | $14,032.00 | |
0070 | CLASS C BRIDGE DECK REPAIR | 505(C) 6020 | SY | 50.700 | 50.700 | 50.360 | $550.00 | $0.00 | $27,698.00 | |
0071 | (PL)SPECIAL CONCRETE FINISH | 509 6152 | SY | 538.100 | 538.100 | 538.200 | $19.00 | $0.00 | $10,225.80 | |
0072 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0073 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 304.000 | 304.000 | 0.000 | $4.40 | $0.00 | $0.00 | |
0074 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 482.000 | 482.000 | 0.000 | $17.00 | $0.00 | $0.00 | |
0075 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 39.000 | 39.000 | 0.000 | $115.00 | $0.00 | $0.00 | |
0076 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 32.300 | 32.300 | 79.140 | $460.00 | $0.00 | $36,404.40 | |
0077 | (SP) DECK AREA SEALED (FLOODCOATS) | 523(C) 6570 | SY | 721.300 | 721.300 | 0.000 | 721.300 | $15.00 | $0.00 | $10,819.50 |
0078 | (SP)CORROSION INHIBITOR(SURFACE APPLIED) | 535 6130 | SY | 538.100 | 538.100 | 538.100 | $17.00 | $0.00 | $9,147.70 | |
0079 | (PL)REPAIR BRIDGE ITEM (TYPE A) | 540 4515 | EA | 6.000 | 6.000 | 11.000 | $1,800.00 | $0.00 | $19,800.00 | |
0080 | (PL)REPLACE BRIDGE ITEM (TYPE A) | 545 4815 | EA | 3.000 | 3.000 | 5.000 | $8,800.00 | $0.00 | $44,000.00 | |
0081 | (PL)REPLACE BRIDGE ITEM (TYPE B) | 545 4825 | EA | 3.000 | 3.000 | 0.000 | $18,000.00 | $0.00 | $0.00 | |
0082 | (PL)REMOVAL OF BRIDGE ITEM (TYPE A) | 619(B) 2515 | EA | 2.000 | 2.000 | 2.000 | $4,300.00 | $0.00 | $8,600.00 | |
0083 | (PL)REMOVAL OF BRIDGE ITEM (TYPE B) | 619(B) 2520 | LSUM | 1.000 | 1.000 | 1.000 | $16,000.00 | $0.00 | $16,000.00 | |
Subtotals For Category 0201/BRIDGE 'B' | $0.00 | $304,113.40 | ||||||||
Fed/State Project Number: IM-STIM(296) | Project: 20313(04) | Category: 0202/BRIDGE 'C' | ||||||||
0084 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 95.000 | 95.000 | 95.000 | $18.00 | $0.00 | $1,710.00 | |
0085 | CLSM BACKFILL | 501(G) 6309 | CY | 95.000 | 95.000 | 95.000 | $85.00 | $0.00 | $8,075.00 | |
0086 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 1.000 | 0.000 | $2,800.00 | $0.00 | $0.00 | |
0087 | APPROACH SLAB | 504(A) 1304 | SY | 294.300 | 294.300 | 294.300 | $175.00 | $0.00 | $51,502.50 | |
0088 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 197.300 | 197.300 | 197.300 | $245.00 | $0.00 | $48,338.50 | |
0089 | CONCRETE PARAPET | 504(F) 1381 | LF | 158.000 | 158.000 | 0.000 | 158.000 | $96.00 | $0.00 | $15,168.00 |
0090 | CLASS C BRIDGE DECK REPAIR | 505(C) 6020 | SY | 82.300 | 82.300 | 26.320 | $1,100.00 | $0.00 | $28,952.00 | |
0091 | (PL)SPECIAL CONCRETE FINISH | 509 6152 | SY | 2,405.900 | 2,405.900 | 2,406.000 | $19.00 | $0.00 | $45,714.00 | |
0092 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0093 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 407.000 | 407.000 | 0.000 | 407.000 | $4.40 | $0.00 | $1,790.80 |
0094 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 786.000 | 786.000 | 135.000 | $17.00 | $0.00 | $2,295.00 | |
0095 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 63.000 | 63.000 | 0.000 | $115.00 | $0.00 | $0.00 | |
0096 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 54.900 | 54.900 | 106.320 | $460.00 | $0.00 | $48,907.20 | |
0097 | (SP) DECK AREA SEALED (FLOODCOATS) | 523(C) 6570 | SY | 1,825.100 | 1,825.100 | 0.000 | 1,825.100 | $15.00 | $0.00 | $27,376.50 |
0098 | (SP)CORROSION INHIBITOR(SURFACE APPLIED) | 535 6130 | SY | 2,405.900 | 2,405.900 | 2,405.900 | $17.00 | $0.00 | $40,900.30 | |
0099 | (PL)REPAIR BRIDGE ITEM (TYPE A) | 540 4515 | EA | 10.000 | 10.000 | 4.000 | $1,800.00 | $0.00 | $7,200.00 | |
0100 | (PL)REPLACE BRIDGE ITEM (TYPE A) | 545 4815 | EA | 7.000 | 7.000 | 0.000 | $3,800.00 | $0.00 | $0.00 | |
0101 | (PL)REPLACE BRIDGE ITEM (TYPE B) | 545 4825 | EA | 7.000 | 7.000 | 0.000 | $7,500.00 | $0.00 | $0.00 | |
0102 | (PL)REMOVAL OF BRIDGE ITEM (TYPE A) | 619(B) 2515 | EA | 2.000 | 2.000 | 2.000 | $3,400.00 | $0.00 | $6,800.00 | |
0103 | (PL)REMOVAL OF BRIDGE ITEM (TYPE B) | 619(B) 2520 | LSUM | 1.000 | 1.000 | 1.000 | $7,100.00 | $0.00 | $7,100.00 | |
Subtotals For Category 0202/BRIDGE 'C' | $0.00 | $346,829.80 | ||||||||
Fed/State Project Number: IM-STIM(296) | Project: 20313(04) | Category: 0203/BRIDGE 'D' | ||||||||
0104 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 100.000 | 100.000 | 100.000 | $18.00 | $0.00 | $1,800.00 | |
0105 | CLSM BACKFILL | 501(G) 6309 | CY | 100.000 | 100.000 | 100.000 | $85.00 | $0.00 | $8,500.00 | |
0106 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 1.000 | 0.000 | $2,800.00 | $0.00 | $0.00 | |
0107 | APPROACH SLAB | 504(A) 1304 | SY | 239.200 | 239.200 | 239.200 | $165.00 | $0.00 | $39,468.00 | |
0108 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 252.000 | 252.000 | 252.000 | $240.00 | $0.00 | $60,480.00 | |
0109 | CONCRETE PARAPET | 504(F) 1381 | LF | 173.700 | 173.700 | 173.700 | $115.00 | $0.00 | $19,975.50 | |
0110 | CLASS C BRIDGE DECK REPAIR | 505(C) 6020 | SY | 104.300 | 104.300 | 104.230 | $590.00 | $0.00 | $61,495.70 | |
0111 | (PL)SPECIAL CONCRETE FINISH | 509 6152 | SY | 1,873.100 | 1,873.100 | 1,873.100 | $19.00 | $0.00 | $35,588.90 | |
0112 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0113 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 546.000 | 546.000 | 0.000 | $4.40 | $0.00 | $0.00 | |
0114 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 875.000 | 875.000 | 216.000 | $17.00 | $0.00 | $3,672.00 | |
0115 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 69.000 | 69.000 | 0.000 | $115.00 | $0.00 | $0.00 | |
0116 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 157.100 | 157.100 | 116.458 | $460.00 | $0.00 | $53,570.68 | |
0117 | (SP) DECK AREA SEALED (FLOODCOATS) | 523(C) 6570 | SY | 2,849.400 | 2,849.400 | 0.000 | 2,849.400 | $15.00 | $0.00 | $42,741.00 |
0118 | (SP)CORROSION INHIBITOR(SURFACE APPLIED) | 535 6130 | SY | 1,873.100 | 1,873.100 | 1,873.100 | $17.00 | $0.00 | $31,842.70 | |
0119 | (PL)REPAIR BRIDGE ITEM (TYPE A) | 540 4515 | EA | 18.000 | 18.000 | 1.000 | $1,800.00 | $0.00 | $1,800.00 | |
0120 | (PL)REPLACE BRIDGE ITEM (TYPE A) | 545 4815 | EA | 13.000 | 13.000 | 0.000 | $3,800.00 | $0.00 | $0.00 | |
0121 | (PL)REPLACE BRIDGE ITEM (TYPE B) | 545 4825 | EA | 13.000 | 13.000 | 0.000 | $7,500.00 | $0.00 | $0.00 | |
0122 | (PL)REMOVAL OF BRIDGE ITEM (TYPE A) | 619(B) 2515 | EA | 2.000 | 2.000 | 2.000 | $3,200.00 | $0.00 | $6,400.00 | |
0123 | (PL)REMOVAL OF BRIDGE ITEM (TYPE B) | 619(B) 2520 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
Subtotals For Category 0203/BRIDGE 'D' | $0.00 | $377,334.48 | ||||||||
Fed/State Project Number: IM-STIM(296) | Project: 20313(04) | Category: 0204/BRIDGE 'E' | ||||||||
0124 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 230.000 | 230.000 | 230.000 | $18.00 | $0.00 | $4,140.00 | |
0125 | CLSM BACKFILL | 501(G) 6309 | CY | 180.000 | 180.000 | 0.000 | 180.000 | $85.00 | $0.00 | $15,300.00 |
0126 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 1.000 | 0.000 | $2,800.00 | $0.00 | $0.00 | |
0127 | APPROACH SLAB | 504(A) 1304 | SY | 400.100 | 400.100 | 400.100 | $165.00 | $0.00 | $66,016.50 | |
0128 | (PL)SEALED EXPANSION JOINTS | 504(C) 6276 | LF | 117.600 | 117.600 | 117.600 | $240.00 | $0.00 | $28,224.00 | |
0129 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 481.200 | 481.200 | 481.200 | $40.00 | $0.00 | $19,248.00 | |
0130 | STRUCTURAL STEEL | 506(A) 1322 | LB | 48,810.000 | 48,810.000 | 48,810.000 | $1.88 | $0.00 | $91,762.80 | |
0131 | (PL)SPECIAL CONCRETE FINISH | 509 6152 | SY | 446.900 | 446.900 | 446.900 | $20.00 | $0.00 | $8,938.00 | |
0132 | CLASS AA CONCRETE | 509(A) 0319 | CY | 252.500 | 252.500 | 252.500 | $770.00 | $0.00 | $194,425.00 | |
0133 | CLASS A CONCRETE | 509(B) 1328 | CY | 64.500 | 64.500 | 65.700 | $700.00 | $0.00 | $45,990.00 | |
0134 | SLOPE WALL (4") | 510(C) 6134 | SY | 176.300 | 176.300 | 0.000 | 176.300 | $73.00 | $0.00 | $12,869.90 |
0135 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 66,790.000 | 66,790.000 | 66,790.000 | $0.81 | $0.00 | $54,099.90 | |
0136 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $150,000.00 | $0.00 | $150,000.00 | |
0137 | COLLECTION & HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 1.000 | $4,400.00 | $0.00 | $4,400.00 | |
0138 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 410.000 | 410.000 | 410.000 | $95.00 | $0.00 | $38,950.00 | |
0139 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 410.000 | 410.000 | 379.510 | $29.00 | $0.00 | $11,005.79 | |
0140 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 753.000 | 753.000 | 0.000 | 753.000 | $4.40 | $0.00 | $3,313.20 |
0141 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 153.000 | 153.000 | 153.000 | $365.00 | $0.00 | $55,845.00 | |
0142 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 297.000 | 297.000 | 3.000 | $17.00 | $0.00 | $51.00 | |
0143 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 26.000 | 26.000 | 0.000 | $115.00 | $0.00 | $0.00 | |
0144 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 41.100 | 41.100 | 30.960 | $460.00 | $0.00 | $14,241.60 | |
0145 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 56.900 | 56.900 | 0.000 | $17.00 | $0.00 | $0.00 | |
0146 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 1.000 | 1.000 | 0.000 | $115.00 | $0.00 | $0.00 | |
0147 | (SP)CORROSION INHIBITOR(SURFACE APPLIED) | 535 6130 | SY | 446.900 | 446.900 | 446.900 | $18.00 | $0.00 | $8,044.20 | |
0148 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 8.000 | 8.000 | 8.000 | $1,100.00 | $0.00 | $8,800.00 | |
0149 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 8.000 | 8.000 | 8.000 | $1,100.00 | $0.00 | $8,800.00 | |
0150 | (PL)REPLACE BRIDGE ITEM (TYPE A) | 545 4815 | EA | 4.000 | 4.000 | 3.000 | $3,800.00 | $0.00 | $11,400.00 | |
0151 | (PL)REPLACE BRIDGE ITEM (TYPE B) | 545 4825 | EA | 4.000 | 4.000 | 0.000 | $7,500.00 | $0.00 | $0.00 | |
0152 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 112.000 | 112.000 | 100.000 | $22.00 | $0.00 | $2,200.00 | |
0153 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 34.000 | 34.000 | 34.000 | $19.00 | $0.00 | $646.00 | |
0154 | (PL)REMOVAL OF BRIDGE ITEM (TYPE A) | 619(B) 2515 | EA | 2.000 | 2.000 | 2.000 | $4,400.00 | $0.00 | $8,800.00 | |
0155 | (PL)REMOVAL OF BRIDGE ITEM (TYPE B) | 619(B) 2520 | LSUM | 1.000 | 1.000 | 1.000 | $6,400.00 | $0.00 | $6,400.00 | |
0156 | (PL)REMOVAL OF BRIDGE ITEM (TYPE C) | 619(B) 2530 | LSUM | 1.000 | 1.000 | 1.000 | $33,000.00 | $0.00 | $33,000.00 | |
0157 | (PL)REMOVAL OF BRIDGE ITEM (TYPE D) | 619(B) 2540 | LSUM | 1.000 | 1.000 | 1.000 | $5,900.00 | $0.00 | $5,900.00 | |
0158 | (PL)REMOVAL OF BRIDGE ITEM (TYPE E) | 619(B) 2555 | EA | 3.000 | 3.000 | 3.000 | $5,500.00 | $0.00 | $16,500.00 | |
Subtotals For Category 0204/BRIDGE 'E' | $0.00 | $929,310.89 | ||||||||
Fed/State Project Number: IM-STIM(296) | Project: 20313(04) | Category: 0205/BRIDGE 'F' | ||||||||
Subtotals For Category 0205/BRIDGE 'F' | $0.00 | $0.00 | ||||||||
Fed/State Project Number: IM-STIM(296) | Project: 20313(04) | Category: 0300/TRAFFIC SIGNING AND STRIPING | ||||||||
0159 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 30.700 | 30.700 | 13.940 | 13.940 | $970.00 | $13,521.80 | $13,521.80 |
0160 | REINFORCING STEEL | 804(B) 2916 | LB | 7,140.000 | 7,140.000 | 371.000 | 371.000 | $1.08 | $400.68 | $400.68 |
0161 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 966.000 | 966.000 | 0.000 | $20.00 | $0.00 | $0.00 | |
0162 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 1,757.600 | 1,757.600 | 0.000 | $20.00 | $0.00 | $0.00 | |
0163 | EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD SIGNS) | 850(B) 8114 | SF | 2,010.800 | 2,010.800 | 0.000 | $20.00 | $0.00 | $0.00 | |
0164 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 165.000 | 165.000 | 0.000 | $16.50 | $0.00 | $0.00 | |
0165 | 6"@15 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3207 | LF | 168.700 | 168.700 | 0.000 | $19.50 | $0.00 | $0.00 | |
0166 | 6"@20 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3208 | LF | 132.600 | 132.600 | 0.000 | $25.00 | $0.00 | $0.00 | |
0167 | 8"@31 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3210 | LF | 183.800 | 183.800 | 0.000 | $40.00 | $0.00 | $0.00 | |
0168 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 200.000 | 200.000 | 0.000 | $15.00 | $0.00 | $0.00 | |
0169 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 68.000 | 68.000 | 0.000 | $18.50 | $0.00 | $0.00 | |
0170 | 3 1/2"@9.11 GALV.STEEL PIPE POST | 851(B) 3219 | LF | 520.000 | 520.000 | 0.000 | $21.00 | $0.00 | $0.00 | |
0171 | 1 3/4" SQUARE TUBE POST | 851(C) 8321 | LF | 63.000 | 63.000 | 0.000 | $3.30 | $0.00 | $0.00 | |
0172 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 397.000 | 397.000 | 0.000 | $3.30 | $0.00 | $0.00 | |
0173 | (PL)OVERHEAD SIGN STRUCTURE WALKWAY & HANDRAIL-INTERNAL | 852 8603 | LF | 145.000 | 145.000 | 145.000 | $102.00 | $0.00 | $14,790.00 | |
0174 | (PL)REPAIR OVHD.SN.STR.TYPE C-1 ALUM. | 852(K) 8772 | EA | 3.000 | 3.000 | 3.000 | $8,800.00 | $0.00 | $26,400.00 | |
0175 | OVHD.SN.STR.TYPE C-1 ALUM./G.STL.65' | 852A/B 8952 | EA | 1.000 | 1.000 | 1.000 | $52,000.00 | $0.00 | $52,000.00 | |
0176 | OVHD.SN.STR.TYPE C-1 ALUM./G.STL.80' | 852A/B 8964 | EA | 1.000 | 1.000 | 1.000 | $55,000.00 | $0.00 | $55,000.00 | |
0177 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 56,580.000 | 56,580.000 | 0.000 | $0.50 | $0.00 | $0.00 | |
0178 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(6" WIDE) | 854(C) 8535 | LF | 18,180.000 | 18,180.000 | 0.000 | $0.51 | $0.00 | $0.00 | |
0179 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(8" WIDE) | 854(C) 8540 | LF | 9,645.000 | 9,645.000 | 0.000 | $0.81 | $0.00 | $0.00 | |
0180 | (PL)REMOVAL OF OVERHEAD SIGN STRUCTURE & SIGNS | 890(A) 8718 | LSUM | 1.000 | 1.000 | 1.000 | $10,600.00 | $0.00 | $10,600.00 | |
0181 | (PL)REMOVAL OF GROUND MOUNTED SIGNS | 890(A) 8720 | LSUM | 1.000 | 1.000 | 1.000 | $1,300.00 | $0.00 | $1,300.00 | |
Subtotals For Category 0300/TRAFFIC SIGNING AND STRIPING | $13,922.48 | $174,012.48 | ||||||||
Fed/State Project Number: IM-STIM(296) | Project: 20313(04) | Category: 0301/CONSTRUCTION TRAFFIC CONTROL | ||||||||
0182 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 14,960.000 | 14,960.000 | 15,825.000 | $3.37 | $0.00 | $53,330.25 | |
0183 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 14,960.000 | 14,960.000 | 14,912.500 | $27.00 | $0.00 | $402,637.50 | |
0184 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 60,000.000 | 60,000.000 | 95,126.000 | $0.06 | $0.00 | $5,707.56 | |
0185 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 2,500.000 | 2,500.000 | 0.000 | $0.70 | $0.00 | $0.00 | |
0186 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 13,200.000 | 13,200.000 | 2,861.000 | $0.54 | $0.00 | $1,544.94 | |
0187 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 34,000.000 | 34,000.000 | 22,705.780 | $0.04 | $0.00 | $908.23 | |
0188 | (PL)SAND FILLED IMPACT ATTENUATION SYSTEM | 870(A) 8490 | SD | 365.000 | 365.000 | 422.000 | $8.65 | $0.00 | $3,650.30 | |
0189 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 365.000 | 365.000 | 147.000 | $3.25 | $0.00 | $477.75 | |
0190 | MODULAR GLARE SCREEN | 878(C) 8487 | SD | 51,100.000 | 51,100.000 | 57,640.000 | $1.08 | $0.00 | $62,251.20 | |
0191 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 730.000 | 730.000 | 1,195.000 | $33.00 | $0.00 | $39,435.00 | |
0192 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 24,570.000 | 24,570.000 | 47,862.000 | $0.54 | $0.00 | $25,845.48 | |
0193 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 19,150.000 | 19,150.000 | 28,228.000 | $0.54 | $0.00 | $15,243.12 | |
0194 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 10,330.000 | 10,330.000 | 23,163.000 | $1.08 | $0.00 | $25,016.04 | |
0195 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 13,530.000 | 13,530.000 | 35,912.000 | $0.11 | $0.00 | $3,950.32 | |
0196 | WING BARRICADES | 880(C) 8848 | SD | 730.000 | 730.000 | 6,624.000 | $1.08 | $0.00 | $7,153.92 | |
0197 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 32,890.000 | 32,890.000 | 86,348.000 | $0.02 | $0.00 | $1,726.96 | |
0198 | DRUMS | 880(F) 8878 | SD | 73,370.000 | 73,370.000 | 171,578.000 | $0.02 | $0.00 | $3,431.56 | |
0199 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 60.000 | 60.000 | 98.000 | $53.00 | $0.00 | $5,194.00 | |
0200 | (SP)SMART WORK ZONE SYSTEM-PORTABLE CHANGEABLE MESSAGE SIGN | 882 8370 | SD | 3,650.000 | 3,650.000 | 3,746.000 | $24.00 | $0.00 | $89,904.00 | |
0201 | (SP)SMART WORK ZONE SYSTEM-PORTABLE TRAFFIC SENSOR (PTS) | 882 8372 | SD | 2,920.000 | 2,920.000 | 2,412.000 | $16.50 | $0.00 | $39,798.00 | |
0202 | (SP)SMART WORK ZONE SYSTEM-PAN-TILT-ZOOM CAMERA (PTZC) | 882 8374 | SD | 730.000 | 730.000 | 804.000 | $32.50 | $0.00 | $26,130.00 | |
0203 | (SP)SMART WORK ZONE SYSTEM-WEBSITE SYSTEM | 882 8376 | SD | 365.000 | 365.000 | 804.000 | $11.00 | $0.00 | $8,844.00 | |
0204 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 1,460.000 | 1,460.000 | 903.000 | $4.30 | $0.00 | $3,882.90 | |
Subtotals For Category 0301/CONSTRUCTION TRAFFIC CONTROL | $0.00 | $826,063.03 | ||||||||
Fed/State Project Number: IM-STIM(296) | Project: 20313(04) | Category: 0302/CABLE BARRIER | ||||||||
0205 | AGGREGATE BASE | 303 5912 | TON | 1,426.000 | 1,426.000 | 1,234.560 | $35.00 | $0.00 | $43,209.60 | |
0206 | CLASS AA CONCRETE | 509(A) 0319 | CY | 80.000 | 80.000 | 0.000 | $650.00 | $0.00 | $0.00 | |
0207 | (PL)CABLE END ANCHOR UNIT | 628 5110 | EA | 2.000 | 2.000 | 0.000 | 0.000 | $2,600.00 | $0.00 | $0.00 |
0208 | HIGH-TENSION CABLE BARRIER(TL-4) | 628 5125 | LF | 8,920.000 | 8,920.000 | 0.000 | 0.000 | $10.00 | $0.00 | $0.00 |
0209 | CABLE BARRIER TENSION METER | 628 5175 | EA | 1.000 | 1.000 | 0.000 | $4,900.00 | $0.00 | $0.00 | |
Subtotals For Category 0302/CABLE BARRIER | $0.00 | $43,209.60 | ||||||||
Fed/State Project Number: IM-STIM(296) | Project: 20313(04) | Category: 0600/STAKING | ||||||||
0210 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.500 | $50,000.00 | $0.00 | $25,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $25,000.00 | ||||||||
Fed/State Project Number: IM-STIM(296) | Project: 20313(04) | Category: 0640/CONSTRUCTION | ||||||||
0211 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.460 | $5,000.00 | $0.00 | $2,300.00 | |
0212 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $7,000.00 | $0.00 | $7,000.00 | |
0213 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 0.969 | $500,000.00 | $0.00 | $484,500.00 | |
0214 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.250 | $29,000.00 | $0.00 | $7,250.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $501,050.00 | ||||||||
Fed/State Project Number: IM-STIM(296) | Project: 20313(04) | Category: 0850/Non ARRA Funding | ||||||||
8050 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 0.000 | 1,100.000 | 0.000 | 702.000 | $25.61 | $0.00 | $17,978.22 |
Subtotals For Category 0850/Non ARRA Funding | $0.00 | $17,978.22 | ||||||||
Subtotals For Project IM-STIM(296) /20313(04) | $1,300,261.62 | $12,721,196.28 |