Contract ID: | 090665 | Estimate Number: | 0043 | Contract No: | 510844 | |||
Residency: | SAND SPRINGS (08400) | Estimate Type: | Progressive | Account No: | 400800 | |||
Project Number(s): | NHY-018N(045)TI | ||||||||||||
Primary Job Piece No: | 23130(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE AND BRIDGE US-60: BEGIN 3.2 MILES NORTH OF SH-11, EXTEND EAST. PROJECT LENGTH = 3.048 MILES. | ||||||||||||
Primary County: | OSAGE | ||||||||||||
Name of Road: | US-60 | ||||||||||||
Prime Contractor: | PLAINS BRIDGE CONTR./TREAS CONST./UNITED GENERAL CONTR.,INC. | ||||||||||||
1105 FIRST PLACE BLVD. | |||||||||||||
YUKON , OK 73099 | |||||||||||||
Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
Date Let: | 12/17/2009 | NTP Effective Date: | 04/05/2010 | Pay Period: | 01/16/2012 TO 01/31/2012 |
Date Awarded: | 01/11/2010 | Date Work Began: | 03/08/2010 | Original Contract Time: | 475 |
Date Contract Executed: | 01/22/2010 | Date Time Stopped: | Current Time Charged: | 695.00 | |
Date NTP Issued: | 02/02/2010 | Completion Date: | Current Time Allowed: | 686.00 | |
General Liability Expires: | 04/15/2012 | Workman's Comp Expires: | 06/30/2012 | Percent Time Used: | 101.31 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $10,050,143.42 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $10,049,793.42 | Participating: | $8,776,348.49 | $8,710,691.25 | $65,657.24 | ||
Percent Complete: | 89.36 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $1,069,051.62 | Total Earnings: | $8,776,348.49 | $8,710,691.25 | $65,657.24 | ||
Unearned Balance: | $1,068,701.62 | Stockpiled Materials: | $0.00 | $15,745.97 | $-15,745.97 | ||
Gross Earnings: | $8,776,348.49 | $8,726,437.22 | $49,911.27 | ||||
Other Adjustments: | $222,743.31 | $222,743.31 | $0.00 | ||||
Liq Dam/Disincentive: | $-18,000.00 | $-48,000.00 | $30,000.00 | ||||
TOTAL: | $8,981,091.80 | $8,901,180.53 | $79,911.27 |
Contract ID: | 090665 | Estimate Number: | 0043 | Primary JP: | 23130(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Pile Splice | Approved | 04/11/2011 | 0.0 | $350.00 |
002 | Binder Adjustment | Pending | 0 | 0.0 | $284,188.17 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
23130(04) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0025 | $-18,107.81 |
23130(04) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0026 | $-948.52 |
23130(04) | 0013 | FABRIC-BASE SEP | Stockpiled Material Closure | 0043 | $-5,754.15 |
23130(04) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0038 | $-831.05 |
23130(04) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0027 | $-10,689.82 |
23130(04) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0035 | $-7,350.47 |
23130(04) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0032 | $-247.44 |
23130(04) | 0013 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0007 | $48,725.06 |
23130(04) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0037 | $-4,795.80 |
23130(04) | 0027 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0003 | $-4.67 |
23130(04) | 0027 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0002 | $8,575.33 |
23130(04) | 0027 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0002 | $-8,570.66 |
23130(04) | 0027 | REBAR-GR60 | Stockpiled Material Initial Payment | 0004 | $11,372.31 |
23130(04) | 0027 | REBAR-GR60 | Stockpiled Material Adjustment | 0004 | $-5,905.40 |
23130(04) | 0027 | REBAR-GR60 | Stockpiled Material Adjustment | 0005 | $-5,466.91 |
23130(04) | 0027 | REBAR-GR60 | Stockpiled Material Initial Payment | 0004 | $10,383.20 |
23130(04) | 0027 | REBAR-GR60 | Stockpiled Material Adjustment | 0005 | $-4,477.79 |
23130(04) | 0027 | REBAR-GR60 | Stockpiled Material Adjustment | 0004 | $-5,905.41 |
23130(04) | 0027 | RSTL FABS (AML)(IA) | Stockpiled Material Closure | 0043 | $-7,027.82 |
23130(04) | 0027 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0026 | $-2,429.18 |
23130(04) | 0027 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0025 | $9,457.00 |
23130(04) | 0052 | GET units | Stockpiled Material Initial Payment | 0013 | $0.00 |
23130(04) | 0052 | GET units | Stockpiled Material Adjustment | 0039 | $0.00 |
23130(04) | 0052 | GET's | Stockpiled Material Initial Payment | 0014 | $5,928.00 |
23130(04) | 0052 | GET's | Stockpiled Material Closure | 0043 | $-2,964.00 |
23130(04) | 0052 | GET's | Stockpiled Material Adjustment | 0039 | $-2,964.00 |
23130(04) | 0058 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0004 | $247,020.07 |
23130(04) | 0058 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0026 | $-247,020.07 |
23130(04) | 0066 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0028 | $-308.63 |
23130(04) | 0066 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0001 | $14,052.52 |
23130(04) | 0066 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0010 | $-8,425.84 |
23130(04) | 0066 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0027 | $-1,580.84 |
23130(04) | 0066 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0025 | $-3,737.21 |
23130(04) | 0066 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0007 | $10,585.16 |
23130(04) | 0066 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0010 | $-10,585.16 |
23130(04) | 0066 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0025 | $5,640.19 |
23130(04) | 0066 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0025 | $-4,695.59 |
23130(04) | 0066 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0027 | $-944.60 |
23130(04) | 0066 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0025 | $-4,622.81 |
23130(04) | 0066 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0025 | $4,622.81 |
23130(04) | 0071 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0009 | $-15,770.92 |
23130(04) | 0071 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0004 | $15,770.92 |
23130(04) | 0071 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0009 | $-8,732.20 |
23130(04) | 0071 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0005 | $8,732.20 |
23130(04) | 0075 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0028 | $-9,300.00 |
23130(04) | 0075 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0007 | $9,300.00 |
23130(04) | 0085 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0002 | $-13,925.44 |
23130(04) | 0085 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0002 | $13,925.44 |
23130(04) | 0085 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0002 | $-2,683.30 |
23130(04) | 0085 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0002 | $2,683.30 |
23130(04) | 0085 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0003 | $-7,412.13 |
23130(04) | 0085 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0003 | $9,414.03 |
23130(04) | 0085 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0004 | $-2,001.90 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0040 | -9.0 | $2,000.00 | $-18,000.00 |
System Application of Liquidated Damages | 0041 | -0.0 | $2,000.00 | $0.00 |
System Application of Liquidated Damages | 0042 | -15.0 | $2,000.00 | $-30,000.00 |
System Application of Liquidated Damages | 0043 | --15 | $2,000.00 | $30,000.00 |
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 |
23130(04) | 0005 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0001 | 2,500.00 | $0.71 | $1,775.00 |
23130(04) | 0005 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0002 | -1,100.00 | $0.71 | $-781.00 |
23130(04) | 0005 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0002 | -2,500.00 | $0.71 | $-1,775.00 |
23130(04) | 0005 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0004 | 1,100.00 | $0.71 | $781.00 |
23130(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0033 | 6,150.13 | $6.86 | $42,239.40 |
23130(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * QAQC | 0037 | -1,584.60 | $51.26 | $-81,226.60 |
23130(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0037 | 2,434.47 | $6.86 | $16,720.06 |
23130(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0039 | 817.17 | $6.65 | $5,440.76 |
23130(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * QAQC | 0040 | -1,401.77 | $51.26 | $-71,854.73 |
23130(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * QAQC | 0040 | 1,584.60 | $51.26 | $81,226.60 |
23130(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * QAQC | 0042 | 1,401.77 | $51.26 | $71,854.73 |
23130(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0020 | -579.77 | $44.27 | $-25,666.42 |
23130(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 579.77 | $1.40 | $816.35 |
23130(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0027 | 397.78 | $2.87 | $1,144.83 |
23130(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0027 | 1.00 | $-216.75 | $-216.75 |
23130(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0030 | 2,411.48 | $6.86 | $16,562.17 |
23130(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0030 | 579.77 | $44.27 | $25,666.42 |
23130(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0031 | 1.00 | $-7,699.93 | $-7,699.93 |
23130(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0031 | 4,237.63 | $6.86 | $29,104.26 |
23130(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0031 | -4,000.00 | $44.27 | $-177,080.00 |
23130(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0032 | 3,604.56 | $6.86 | $24,756.30 |
23130(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0033 | 1.00 | $177,080.00 | $177,080.00 |
23130(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0033 | 1.00 | $-185,309.75 | $-185,309.75 |
23130(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0033 | 4,185.90 | $6.86 | $28,748.97 |
23130(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0034 | 1.00 | $185,309.75 | $185,309.75 |
23130(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0036 | -1,751.25 | $44.27 | $-77,527.84 |
23130(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0036 | 1,751.25 | $6.86 | $12,027.67 |
23130(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0037 | 1,935.17 | $6.86 | $13,290.84 |
23130(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0037 | -1,103.54 | $44.27 | $-48,853.72 |
23130(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0037 | 1,751.25 | $44.27 | $77,527.84 |
23130(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0039 | -48,853.72 | $1.00 | $-48,853.72 |
23130(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0039 | 2,224.55 | $6.65 | $14,811.17 |
23130(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0040 | -1,328.09 | $44.27 | $-58,794.54 |
23130(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0040 | 48,853.72 | $1.00 | $48,853.72 |
23130(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0040 | 1.00 | $7,699.93 | $7,699.93 |
23130(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0040 | 1.00 | $216.75 | $216.75 |
23130(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0040 | 579.77 | $44.27 | $25,666.42 |
23130(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0042 | 1,328.09 | $44.27 | $58,794.54 |
23130(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0037 | 3,426.92 | $7.84 | $26,898.58 |
23130(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * QAQC | 0037 | -426.92 | $63.24 | $-26,998.42 |
23130(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * QAQC | 0039 | -98,480.83 | $1.00 | $-98,480.83 |
23130(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * QAQC | 0040 | 426.92 | $63.24 | $26,998.42 |
23130(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * QAQC | 0040 | -2,054.61 | $63.24 | $-129,933.54 |
23130(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * QAQC | 0040 | 98,480.83 | $1.00 | $98,480.83 |
23130(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0040 | 2,627.69 | $6.76 | $17,787.36 |
23130(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * QAQC | 0042 | 2,054.61 | $63.24 | $129,933.54 |
23130(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * QAQC | 0020 | -250.62 | $45.39 | $-11,375.64 |
23130(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 250.62 | $1.60 | $403.30 |
23130(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * QAQC | 0031 | 250.62 | $45.39 | $11,375.64 |
23130(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * QAQC | 0031 | 1.00 | $-1,292.93 | $-1,292.93 |
23130(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * QAQC | 0033 | 1.00 | $-31,335.44 | $-31,335.44 |
23130(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0033 | 690.36 | $7.84 | $5,418.77 |
23130(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * QAQC | 0037 | -1,217.12 | $45.39 | $-55,245.08 |
23130(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0037 | 2,276.14 | $7.84 | $17,865.88 |
23130(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * QAQC | 0040 | 1,217.12 | $45.39 | $55,245.08 |
23130(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * QAQC | 0040 | 1.00 | $31,335.44 | $31,335.44 |
23130(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * QAQC | 0040 | 1.00 | $1,292.93 | $1,292.93 |
23130(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * QAQC | 0040 | -1,716.78 | $45.39 | $-77,924.64 |
23130(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0040 | 1,499.66 | $6.76 | $10,151.50 |
23130(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * QAQC | 0042 | 940.98 | $45.39 | $42,711.08 |
23130(04) | 0030 | 18" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0011 | -110.00 | $19.10 | $-2,101.00 |
23130(04) | 0030 | 18" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0013 | 110.00 | $19.10 | $2,101.00 |
23130(04) | 0031 | 24" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0011 | -39.00 | $39.60 | $-1,544.40 |
23130(04) | 0031 | 24" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0012 | -117.00 | $39.60 | $-4,633.20 |
23130(04) | 0031 | 24" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0013 | 156.00 | $39.60 | $6,177.60 |
23130(04) | 0031 | 24" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0014 | -180.00 | $39.60 | $-7,128.00 |
23130(04) | 0031 | 24" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0025 | 180.00 | $39.60 | $7,128.00 |
23130(04) | 0032 | 30" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0011 | -31.00 | $67.24 | $-2,084.44 |
23130(04) | 0032 | 30" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0012 | -122.00 | $67.24 | $-8,203.28 |
23130(04) | 0032 | 30" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0013 | 153.00 | $67.24 | $10,287.72 |
23130(04) | 0034 | 42" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0021 | -70.00 | $76.10 | $-5,327.00 |
23130(04) | 0034 | 42" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0038 | 70.00 | $76.10 | $5,327.00 |
23130(04) | 0034 | 42" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0039 | -40.00 | $76.10 | $-3,044.00 |
23130(04) | 0037 | 36" CORR. GALV. STEEL PIPE | * Material Discrepancy Adjustments | 0019 | -106.00 | $39.80 | $-4,218.80 |
23130(04) | 0037 | 36" CORR. GALV. STEEL PIPE | * Material Discrepancy Adjustments | 0021 | 106.00 | $39.80 | $4,218.80 |
23130(04) | 0038 | 42" CORR. GALV. STEEL PIPE | * Material Discrepancy Adjustments | 0019 | -88.00 | $47.07 | $-4,142.16 |
23130(04) | 0038 | 42" CORR. GALV. STEEL PIPE | * Material Discrepancy Adjustments | 0021 | 88.00 | $47.07 | $4,142.16 |
23130(04) | 0041 | 24" PREFAB. CULVERT END SECTION, ROUND | * Material Discrepancy Adjustments | 0012 | -2.00 | $563.30 | $-1,126.60 |
23130(04) | 0041 | 24" PREFAB. CULVERT END SECTION, ROUND | * Material Discrepancy Adjustments | 0013 | 1.00 | $563.30 | $563.30 |
23130(04) | 0041 | 24" PREFAB. CULVERT END SECTION, ROUND | * Material Discrepancy Adjustments | 0014 | 2.00 | $563.30 | $1,126.60 |
23130(04) | 0041 | 24" PREFAB. CULVERT END SECTION, ROUND | * Material Discrepancy Adjustments | 0023 | -1.00 | $563.30 | $-563.30 |
23130(04) | 0042 | 30" PREFAB. CULVERT END SECTION, ROUND | * Material Discrepancy Adjustments | 0012 | -2.00 | $1,087.95 | $-2,175.90 |
23130(04) | 0042 | 30" PREFAB. CULVERT END SECTION, ROUND | * Material Discrepancy Adjustments | 0014 | 2.00 | $1,087.95 | $2,175.90 |
23130(04) | 0043 | 42" PREFAB. CULVERT END SECTION, ROUND | * Material Discrepancy Adjustments | 0021 | -2.00 | $1,260.73 | $-2,521.46 |
23130(04) | 0043 | 42" PREFAB. CULVERT END SECTION, ROUND | * Material Discrepancy Adjustments | 0038 | 2.00 | $1,260.73 | $2,521.46 |
23130(04) | 0054 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | * Material Discrepancy Adjustments | 0001 | 3,335.00 | $3.41 | $11,372.35 |
23130(04) | 0054 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | * Material Discrepancy Adjustments | 0002 | -3,335.00 | $3.41 | $-11,372.35 |
23130(04) | 0067 | PILES, FURNISHED (HP 10X42) | * Material Discrepancy Adjustments | 0024 | -1,824.00 | $21.61 | $-39,416.64 |
23130(04) | 0067 | PILES, FURNISHED (HP 10X42) | * Material Discrepancy Adjustments | 0025 | 1,824.00 | $21.61 | $39,416.64 |
23130(04) | 0080 | 6" PERFORATED PIPE UNDERDRAIN ROUND | * Material Discrepancy Adjustments | 0030 | -94.00 | $25.50 | $-2,397.00 |
23130(04) | 0080 | 6" PERFORATED PIPE UNDERDRAIN ROUND | * Material Discrepancy Adjustments | 0039 | 94.00 | $25.50 | $2,397.00 |
23130(04) | 0081 | 6" NON-PERF.PIPE UNDERDRAIN RND. | * Material Discrepancy Adjustments | 0030 | -50.00 | $25.50 | $-1,275.00 |
23130(04) | 0081 | 6" NON-PERF.PIPE UNDERDRAIN RND. | * Material Discrepancy Adjustments | 0039 | 50.00 | $25.50 | $1,275.00 |
23130(04) | 0101 | CONSTRUCTION SIGNS 0 TO 6.25 SF | * Material Discrepancy Adjustments | 0002 | -656.00 | $0.05 | $-32.80 |
23130(04) | 0101 | CONSTRUCTION SIGNS 0 TO 6.25 SF | * Material Discrepancy Adjustments | 0003 | -615.00 | $0.05 | $-30.75 |
23130(04) | 0101 | CONSTRUCTION SIGNS 0 TO 6.25 SF | * Material Discrepancy Adjustments | 0004 | 1,271.00 | $0.05 | $63.55 |
23130(04) | 0102 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | * Material Discrepancy Adjustments | 0002 | -496.00 | $1.02 | $-505.92 |
23130(04) | 0102 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | * Material Discrepancy Adjustments | 0003 | -333.00 | $1.02 | $-339.66 |
23130(04) | 0102 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | * Material Discrepancy Adjustments | 0004 | 829.00 | $1.02 | $845.58 |
23130(04) | 0103 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | * Material Discrepancy Adjustments | 0002 | -448.00 | $1.53 | $-685.44 |
23130(04) | 0103 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | * Material Discrepancy Adjustments | 0003 | -420.00 | $1.53 | $-642.60 |
23130(04) | 0103 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | * Material Discrepancy Adjustments | 0004 | 868.00 | $1.53 | $1,328.04 |
23130(04) | 0105 | WING BARRICADES | * Material Discrepancy Adjustments | 0002 | -96.00 | $1.02 | $-97.92 |
23130(04) | 0105 | WING BARRICADES | * Material Discrepancy Adjustments | 0003 | -90.00 | $1.02 | $-91.80 |
23130(04) | 0105 | WING BARRICADES | * Material Discrepancy Adjustments | 0004 | 186.00 | $1.02 | $189.72 |
23130(04) | 0107 | WARNING LIGHTS(TYPE A) | * Material Discrepancy Adjustments | 0002 | -208.00 | $0.01 | $-2.08 |
23130(04) | 0107 | WARNING LIGHTS(TYPE A) | * Material Discrepancy Adjustments | 0003 | -183.00 | $0.01 | $-1.83 |
23130(04) | 0107 | WARNING LIGHTS(TYPE A) | * Material Discrepancy Adjustments | 0004 | 391.00 | $0.01 | $3.91 | Subtotals For Line Item Adjustments | $222,743.31 | * = 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: | 090665 | Estimate Number: | 0043 | Primary JP: | 23130(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: NHY-018N(045)TI | Project: 23130(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $40,800.00 | $0.00 | $40,800.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 406,210.000 | 406,210.000 | 400,000.000 | $3.22 | $0.00 | $1,288,000.00 | |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 145,946.000 | 145,946.000 | 140,000.000 | $3.90 | $0.00 | $546,000.00 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.900 | $51,000.00 | $0.00 | $45,900.00 | |
0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 4,800.000 | 4,800.000 | 2,683.000 | 20,350.000 | $0.71 | $1,904.93 | $14,448.50 |
0006 | TEMPORARY SEDIMENT BASIN | 225 2804 | EA | 4.000 | 4.000 | 0.000 | $816.00 | $0.00 | $0.00 | |
0007 | TEMPORARY SILT DIKE | 227 0100 | LF | 2,875.000 | 2,875.000 | 3,248.000 | $4.18 | $0.00 | $13,576.64 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 485,200.000 | 485,200.000 | 36,864.000 | 133,032.000 | $1.29 | $47,554.56 | $171,611.28 |
0009 | SEEDING METHOD B | 232(B) 2814 | AC | 200.400 | 200.400 | 0.000 | $86.70 | $0.00 | $0.00 | |
0010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 100.200 | 100.200 | 0.000 | $387.60 | $0.00 | $0.00 | |
0011 | MOWING | 241 2832 | AC | 200.500 | 200.500 | 0.000 | $40.80 | $0.00 | $0.00 | |
0012 | AGGREGATE BASE | 303 0192 | CY | 23,942.000 | 23,942.000 | 21,258.970 | $33.15 | $0.00 | $704,734.86 | |
0013 | SEPARATOR FABRIC | 325 5271 | SY | 118,150.000 | 118,150.000 | 0.000 | 104,197.160 | $0.92 | $0.00 | $95,861.39 |
0014 | (SP)FLY ASH | 327(A) 4200 | TON | 100.000 | 100.000 | 0.000 | 1,429.860 | $61.20 | $0.00 | $87,507.43 |
0015 | (SP)LIME | 327(D) 4230 | TON | 1,608.000 | 1,608.000 | 1,281.530 | $178.50 | $0.00 | $228,753.13 | |
0016 | (SP)CEMENTITIOUS MODIFIED SUBGRADE | 327(F) 4250 | SY | 2,315.000 | 2,315.000 | 0.000 | 37,157.390 | $3.06 | $0.00 | $113,701.62 |
0017 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 111,000.000 | 111,000.000 | 104,704.350 | $3.32 | $0.00 | $347,618.45 | |
0018 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 14,245.000 | 14,245.000 | 0.000 | 12,356.780 | $17.60 | $0.00 | $217,479.33 |
0019 | PRIME COAT | 408 5774 | GAL | 43,813.000 | 43,813.000 | 13,718.120 | $4.60 | $0.00 | $63,103.35 | |
0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 9,444.000 | 9,444.000 | 0.000 | 9,401.770 | $51.26 | $0.00 | $481,934.72 |
0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 25,504.000 | 25,504.000 | 0.000 | 21,328.090 | $44.27 | $0.00 | $944,194.55 |
0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 6,287.000 | 6,287.000 | 0.000 | 6,054.610 | $63.24 | $0.00 | $382,893.54 |
0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 5,776.000 | 5,776.000 | 4,716.780 | $45.39 | $0.00 | $214,094.64 | |
0024 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 1,640.000 | 1,640.000 | 1,608.920 | $6.12 | $0.00 | $9,846.60 | |
0025 | CLASS AA CONCRETE | 509(A) 0319 | CY | 709.000 | 709.000 | 708.900 | $311.10 | $0.00 | $220,538.79 | |
0026 | CLASS A CONCRETE | 509(B) 0321 | CY | 424.000 | 424.000 | 414.830 | $306.00 | $0.00 | $126,937.98 | |
0027 | REINFORCING STEEL | 511(A) 0332 | LB | 169,138.000 | 169,138.000 | 0.000 | 168,753.000 | $0.70 | $0.00 | $118,127.10 |
0028 | INLET GPI TYPE 1 (DES. 3) | 611(E) 5329 | EA | 1.000 | 1.000 | 1.000 | $2,717.28 | $0.00 | $2,717.28 | |
0029 | INLET GPI TYPE 1 (ADD'L DEPTH) | 611(F) 5374 | VF | 5.530 | 5.530 | 4.530 | $326.40 | $0.00 | $1,478.59 | |
0030 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 110.000 | 110.000 | 110.000 | $19.10 | $0.00 | $2,101.00 | |
0031 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 156.000 | 156.000 | 156.000 | $39.60 | $0.00 | $6,177.60 | |
0032 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 384.000 | 384.000 | 384.000 | $67.24 | $0.00 | $25,820.16 | |
0033 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 44.000 | 44.000 | 40.000 | $55.22 | $0.00 | $2,208.80 | |
0034 | 42" R.C.PIPE CLASS III | 613(B) 0495 | LF | 70.000 | 70.000 | 70.000 | $76.10 | $0.00 | $5,327.00 | |
0035 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 185.000 | 185.000 | 108.000 | $20.36 | $0.00 | $2,198.88 | |
0036 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 322.000 | 322.000 | 0.000 | 366.000 | $26.26 | $0.00 | $9,611.16 |
0037 | 36" CORR. GALV. STEEL PIPE | 613(D) 0692 | LF | 106.000 | 106.000 | 106.000 | $39.80 | $0.00 | $4,218.80 | |
0038 | 42" CORR. GALV. STEEL PIPE | 613(D) 0693 | LF | 67.000 | 67.000 | 108.000 | $47.07 | $0.00 | $5,083.56 | |
0039 | 60" CORR. GALV. STEEL PIPE | 613(D) 0696 | LF | 65.000 | 65.000 | 0.000 | $77.13 | $0.00 | $0.00 | |
0040 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 10.000 | 10.000 | 6.000 | $306.14 | $0.00 | $1,836.84 | |
0041 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 8.000 | 8.000 | 9.000 | $563.30 | $0.00 | $5,069.70 | |
0042 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5732 | EA | 8.000 | 8.000 | 8.000 | $1,087.95 | $0.00 | $8,703.60 | |
0043 | 42" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5736 | EA | 4.000 | 4.000 | 2.000 | $1,260.73 | $0.00 | $2,521.46 | |
0044 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.000 | $40,800.00 | $0.00 | $0.00 | |
0045 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 2.000 | 2.000 | 0.000 | $1,530.00 | $0.00 | $0.00 | |
0046 | REMOVAL OF FENCE | 619(B) 4725 | LF | 14,415.000 | 14,415.000 | 1,050.000 | $1.02 | $0.00 | $1,071.00 | |
0047 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 56,236.000 | 56,236.000 | 22,303.890 | $0.82 | $0.00 | $18,289.19 | |
0048 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 234.000 | 234.000 | 0.000 | $2.55 | $0.00 | $0.00 | |
0049 | SAWING PAVEMENT | 619(C) 0924 | LF | 1,085.000 | 1,085.000 | 0.000 | $8.16 | $0.00 | $0.00 | |
0050 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 500.000 | 500.000 | 250.000 | $13.21 | $0.00 | $3,302.50 | |
0051 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 4.000 | 4.000 | 2.000 | $1,116.90 | $0.00 | $2,233.80 | |
0052 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 4.000 | 4.000 | 0.000 | 2.000 | $2,034.90 | $0.00 | $4,069.80 |
0053 | GATES-STYLE WWF (4.5'HIGH X 16'LONG) | 624(B) 4466 | EA | 3.000 | 3.000 | 1.000 | $520.20 | $0.00 | $520.20 | |
0054 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 22,930.000 | 22,930.000 | 21,748.000 | $3.41 | $0.00 | $74,160.68 | |
0055 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 4.000 | 4.000 | 0.000 | $250.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $49,459.49 | $6,666,385.50 | ||||||||
Fed/State Project Number: NHY-018N(045)TI | Project: 23130(04) | Category: 0200/BRIDGE 'A' | ||||||||
0056 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 103.400 | 103.400 | 103.400 | $12.24 | $0.00 | $1,265.62 | |
0057 | CLSM BACKFILL | 501(G) 6309 | CY | 317.400 | 317.400 | 317.400 | $99.22 | $0.00 | $31,492.43 | |
0058 | PRESTRESSED CONCRETE BEAMS (TYPE J BT) | 503(A) 6290 | LF | 1,645.000 | 1,645.000 | 1,645.000 | $201.26 | $0.00 | $331,072.70 | |
0059 | APPROACH SLAB | 504(A) 1304 | SY | 297.600 | 297.600 | 297.600 | $193.80 | $0.00 | $57,674.88 | |
0060 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 777.000 | 777.000 | 777.000 | $75.10 | $0.00 | $58,352.70 | |
0061 | STRUCTURAL STEEL | 506(A) 1322 | LB | 3,400.000 | 3,400.000 | 3,400.000 | $1.44 | $0.00 | $4,896.00 | |
0062 | CLASS AA CONCRETE | 509(A) 1326 | CY | 550.700 | 550.700 | 550.700 | $419.99 | $0.00 | $231,288.49 | |
0063 | CLASS A CONCRETE | 509(B) 1328 | CY | 208.800 | 208.800 | 190.000 | $412.24 | $0.00 | $78,325.60 | |
0064 | CLASS C CONCRETE | 509(D) 1331 | CY | 22.600 | 22.600 | 0.000 | $510.00 | $0.00 | $0.00 | |
0065 | REINFORCING STEEL | 511(A) 1332 | LB | 1,405.000 | 1,405.000 | 1,405.000 | $0.69 | $0.00 | $969.45 | |
0066 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 147,224.000 | 147,224.000 | 147,224.000 | $0.82 | $0.00 | $120,723.68 | |
0067 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 1,824.000 | 1,824.000 | 1,824.000 | $21.61 | $0.00 | $39,416.64 | |
0068 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 1,824.000 | 1,824.000 | 1,772.170 | $9.18 | $0.00 | $16,268.52 | |
0069 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 24.000 | 24.000 | 24.000 | $364.65 | $0.00 | $8,751.60 | |
0070 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,647.600 | 1,647.600 | 0.000 | $3.06 | $0.00 | $0.00 | |
0071 | DRILLED SHAFTS 66" DIAMETER | 516(A) 6097 | LF | 246.000 | 246.000 | 246.000 | $602.82 | $0.00 | $148,293.72 | |
0072 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 184.700 | 184.700 | 184.700 | $4.18 | $0.00 | $772.05 | |
0073 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 1.500 | 1.500 | 1.500 | $255.00 | $0.00 | $382.50 | |
0074 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 10.000 | 10.000 | 10.000 | $299.47 | $0.00 | $2,994.70 | |
0075 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 20.000 | 20.000 | 20.000 | $637.02 | $0.00 | $12,740.40 | |
0076 | (PL)ELASTOMERIC BEARING PADS | 535 6282 | EA | 20.000 | 20.000 | 20.000 | $233.07 | $0.00 | $4,661.40 | |
0077 | TYPE I PLAIN RIPRAP | 601(A) 1351 | TON | 1,081.500 | 1,081.500 | 0.000 | $27.25 | $0.00 | $0.00 | |
0078 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 5,320.000 | 5,320.000 | 5,181.460 | $27.25 | $0.00 | $141,194.80 | |
0079 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 1,014.000 | 1,014.000 | 891.530 | $23.80 | $0.00 | $21,218.40 | |
0080 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 94.000 | 94.000 | 94.000 | $25.50 | $0.00 | $2,397.00 | |
0081 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 20.000 | 20.000 | 50.000 | $25.50 | $0.00 | $1,275.00 | |
0082 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.000 | $30,600.00 | $0.00 | $0.00 | |
8000 | SPLICE (10" PILE) | 514 6250 | EA | 0.000 | 2.000 | 2.000 | $175.00 | $0.00 | $350.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $1,316,778.28 | ||||||||
Fed/State Project Number: NHY-018N(045)TI | Project: 23130(04) | Category: 0201/BRIDGE 'C' | ||||||||
0083 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 1,081.000 | 1,081.000 | 1,081.000 | $4.08 | $0.00 | $4,410.48 | |
0084 | CLASS AA CONCRETE | 509(A) 1326 | CY | 780.500 | 780.500 | 742.250 | $311.10 | $0.00 | $230,913.98 | |
0085 | REINFORCING STEEL | 511(A) 1332 | LB | 95,173.000 | 95,173.000 | 90,386.000 | $0.70 | $0.00 | $63,270.20 | |
0086 | TYPE I PLAIN RIPRAP | 601(A) 1351 | TON | 162.800 | 162.800 | 0.000 | $30.60 | $0.00 | $0.00 | |
0087 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.000 | $7,650.00 | $0.00 | $0.00 | |
Subtotals For Category 0201/BRIDGE 'C' | $0.00 | $298,594.66 | ||||||||
Fed/State Project Number: NHY-018N(045)TI | Project: 23130(04) | Category: 0300/TRAFFIC | ||||||||
0088 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 250.000 | 250.000 | 0.000 | $14.28 | $0.00 | $0.00 | |
0089 | 1 3/4" SQUARE TUBE POST | 851(C) 8321 | LF | 96.000 | 96.000 | 0.000 | $6.12 | $0.00 | $0.00 | |
0090 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 96.000 | 96.000 | 0.000 | $5.61 | $0.00 | $0.00 | |
0091 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 272.000 | 272.000 | 0.000 | $5.87 | $0.00 | $0.00 | |
0092 | 2 1/2" SQUARE TUBE POST | 851(C) 8330 | LF | 64.000 | 64.000 | 0.000 | $7.14 | $0.00 | $0.00 | |
0093 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 76,568.000 | 76,568.000 | 31,135.000 | 43,935.000 | $0.39 | $12,142.65 | $17,134.65 |
0094 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 1,349.000 | 1,349.000 | 1,188.000 | 1,188.000 | $0.70 | $831.60 | $831.60 |
0095 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 63.000 | 63.000 | 14.000 | 14.000 | $6.12 | $85.68 | $85.68 |
0096 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 3.000 | 3.000 | 3.000 | 3.000 | $86.70 | $260.10 | $260.10 |
0097 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 2.000 | 2.000 | 2.000 | 2.000 | $127.50 | $255.00 | $255.00 |
0098 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 18,282.000 | 18,282.000 | 28,106.000 | $0.15 | $0.00 | $4,215.90 | |
0099 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 1,003.000 | 1,003.000 | 3,360.000 | $1.02 | $0.00 | $3,427.20 | |
0100 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 3,433.000 | 3,433.000 | 447.000 | $0.26 | $0.00 | $116.22 | |
0101 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 8,330.000 | 8,330.000 | 48.000 | 30,486.000 | $0.05 | $2.40 | $1,524.30 |
0102 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 3,215.000 | 3,215.000 | 992.000 | 30,563.000 | $1.02 | $1,011.84 | $31,174.26 |
0103 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 5,470.000 | 5,470.000 | 416.000 | 16,541.000 | $1.53 | $636.48 | $25,307.73 |
0104 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 9,190.000 | 9,190.000 | 848.000 | 18,066.000 | $0.05 | $42.40 | $903.30 |
0105 | WING BARRICADES | 880(C) 8848 | SD | 1,365.000 | 1,365.000 | 96.000 | 4,170.000 | $1.02 | $97.92 | $4,253.40 |
0106 | PERMANENT BARRICADE UNIT | 880(C) 8850 | EA | 4.000 | 4.000 | 0.000 | $204.00 | $0.00 | $0.00 | |
0107 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 26,245.000 | 26,245.000 | 2,048.000 | 46,771.000 | $0.01 | $20.48 | $467.71 |
0108 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 26,670.000 | 26,670.000 | 2,400.000 | 50,114.000 | $0.01 | $24.00 | $501.14 |
0109 | DRUMS | 880(F) 8878 | SD | 26,670.000 | 26,670.000 | 2,400.000 | 49,836.000 | $0.26 | $624.00 | $12,957.36 |
0110 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 90.000 | 90.000 | 16.000 | 175.000 | $10.20 | $163.20 | $1,785.00 |
0111 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8724 | EA | 89.000 | 89.000 | 5.000 | $15.30 | $0.00 | $76.50 | |
0112 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 9.000 | 9.000 | 7.000 | $76.50 | $0.00 | $535.50 | |
Subtotals For Category 0300/TRAFFIC | $16,197.75 | $105,812.55 | ||||||||
Fed/State Project Number: NHY-018N(045)TI | Project: 23130(04) | Category: 0600/STAKING | ||||||||
0113 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.850 | $59,287.50 | $0.00 | $50,394.40 | |
Subtotals For Category 0600/STAKING | $0.00 | $50,394.40 | ||||||||
Fed/State Project Number: NHY-018N(045)TI | Project: 23130(04) | Category: 0640/CONSTRUCTION | ||||||||
0114 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.850 | $8,670.00 | $0.00 | $7,369.50 | |
0115 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $8,160.00 | $0.00 | $8,160.00 | |
0116 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 0.780 | $394,129.49 | $0.00 | $307,421.00 | |
0117 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.850 | $18,156.00 | $0.00 | $15,432.60 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $338,383.10 | ||||||||
Subtotals For Project NHY-018N(045)TI /23130(04) | $65,657.24 | $8,776,348.49 |