Contract ID: | 090323 | Estimate Number: | 0022 | Contract No: | 411159 | |||
Residency: | SALLISAW (01200) | Estimate Type: | Progressive | Account No: | 400100 | |||
Project Number(s): | IM-STIM(001) | ||||||||||||
Primary Job Piece No: | 20900(05) | ||||||||||||
Contract Description: | PAVEMENT REHABILITATION AND BRIDGE I-40: FROM MILE MARKER 281.67 TO 288.22. PROJECT LENGTH = 4.998 MILES | ||||||||||||
Primary County: | MUSKOGEE | ||||||||||||
Name of Road: | I-40 | ||||||||||||
Prime Contractor: | DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV | ||||||||||||
P.O. BOX 3788 | |||||||||||||
EDMOND , OK 73083 | |||||||||||||
Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
Date Let: | 03/19/2009 | NTP Effective Date: | 06/01/2009 | Pay Period: | 04/16/2010 TO 04/30/2010 |
Date Awarded: | 03/30/2009 | Date Work Began: | 06/01/2009 | Original Contract Time: | 600 |
Date Contract Executed: | 04/03/2009 | Date Time Stopped: | Current Time Charged: | 334.00 | |
Date NTP Issued: | 04/07/2009 | Completion Date: | Current Time Allowed: | 813.00 | |
General Liability Expires: | 03/01/2011 | Workman's Comp Expires: | 03/01/2011 | Percent Time Used: | 41.08 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $33,941,539.51 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $33,928,747.71 | Participating: | $8,570,450.76 | $7,475,960.18 | $1,094,490.58 | ||
Percent Complete: | 28.13 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $24,392,553.72 | Non ARRA: | $2,741.10 | $2,741.10 | $0.00 | ||
Unearned Balance: | $24,379,761.92 | Total Earnings: | $8,573,191.86 | $7,478,701.28 | $1,094,490.58 | ||
Stockpiled Materials: | $975,793.93 | $1,229,085.85 | $-253,291.92 | ||||
Gross Earnings: | $9,548,985.79 | $8,707,787.13 | $841,198.66 | ||||
Other Adjustments: | $0.00 | $0.00 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $9,548,985.79 | $8,707,787.13 | $841,198.66 |
Contract ID: | 090323 | Estimate Number: | 0022 | Primary JP: | 20900(05) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Special Provision 108-STIM01(a-f)99 Update | Approved | 06/02/2009 | 0.0 | $0.00 |
002 | Increase Contract time due to Add Alternate bid/award | Approved | 08/14/2009 | 200.0 | $0.00 |
003 | Removal of Headwalls to facilitate extending existing RCB's | Approved | 11/25/2009 | 0.0 | $12,791.80 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0010 | $27,645.00 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0022 | $-19,332.28 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0022 | $-19,332.28 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0010 | $28,130.00 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0010 | $29,100.00 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0022 | $-19,332.28 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0010 | $47,530.00 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0022 | $-19,332.28 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0022 | $-21,898.09 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0011 | $21,974.79 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0022 | $-5,911.09 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0011 | $5,911.09 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0022 | $-22,004.32 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0011 | $29,809.89 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0022 | $-22,004.32 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0011 | $29,809.89 |
20900(05) | 0012 | AGGR-ECOBCTB-2-C(IA) | Stockpiled Material Initial Payment | 0015 | $91,530.93 |
20900(05) | 0012 | AGGR-ECOBCTB-2-C(IA) | Stockpiled Material Adjustment | 0022 | $-63,784.58 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0016 | $33,119.66 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0022 | $-22,002.93 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0016 | $31,463.93 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0016 | $29,808.00 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0016 | $8,832.00 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0016 | $33,120.00 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0016 | $33,120.00 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0016 | $33,120.00 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0016 | $33,120.00 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0019 | $-12,624.27 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0020 | $-8,219.86 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0010 | $26,450.00 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0018 | $-5,605.87 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0018 | $-5,605.87 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0019 | $-12,624.27 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0010 | $26,450.00 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0020 | $-8,219.86 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0019 | $-12,624.27 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0010 | $26,450.00 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0020 | $-8,219.86 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0018 | $-5,605.87 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0016 | $26,852.50 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0021 | $-18,148.00 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0016 | $26,852.50 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0016 | $26,619.00 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0022 | $-7,352.96 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0022 | $-2,697.70 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0016 | $27,086.00 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0020 | $-6,006.79 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0020 | $-8,111.45 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0019 | $-12,816.38 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0018 | $-5,691.17 |
20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Initial Payment | 0015 | $17,009.60 |
20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Initial Payment | 0015 | $51,683.09 |
20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Initial Payment | 0015 | $40,608.15 |
20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Initial Payment | 0015 | $25,573.24 |
20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Initial Payment | 0015 | $47,000.62 |
20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Initial Payment | 0015 | $6,790.71 |
20900(05) | 0043 | W Beam Guardrail | Stockpiled Material Initial Payment | 0006 | $14,697.00 |
20900(05) | 0043 | W Beam Guardrail | Stockpiled Material Initial Payment | 0018 | $33,489.37 |
20900(05) | 0044 | Thrie Beam Bridge Connection Type A | Stockpiled Material Initial Payment | 0018 | $9,354.48 |
20900(05) | 0045 | Guard Rail Anchor Unit Type B | Stockpiled Material Initial Payment | 0018 | $1,000.51 |
20900(05) | 0046 | Guard Rail Anchor Unit (Type D-BF) | Stockpiled Material Initial Payment | 0018 | $3,326.85 |
20900(05) | 0047 | GET | Stockpiled Material Initial Payment | 0006 | $6,318.00 |
20900(05) | 0047 | GET | Stockpiled Material Initial Payment | 0018 | $15,756.20 |
20900(05) | 0048 | FENCE WIRE-WWF-ZC | Stockpiled Material Initial Payment | 0020 | $72,394.56 |
20900(05) | 0084 | Beam Guard Rail-W-Beam-Single | Stockpiled Material Initial Payment | 0018 | $6,161.25 |
20900(05) | 0085 | Guard Rail Anchor Unit Type B | Stockpiled Material Initial Payment | 0018 | $142.93 |
20900(05) | 0086 | Guard Rail Anchor Unit (Type D-BF) | Stockpiled Material Initial Payment | 0018 | $1,996.11 |
20900(05) | 0087 | GET | Stockpiled Material Initial Payment | 0018 | $3,151.24 |
20900(05) | 0088 | FENCE WIRE-WWF-ZC | Stockpiled Material Initial Payment | 0020 | $19,023.34 |
20900(05) | 0114 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0002 | $214,707.92 |
20900(05) | 0123 | Piles, Furnished (HP 12x53) | Stockpiled Material Initial Payment | 0004 | $12,724.50 |
20900(05) | 0123 | Piles, Furnished (HP 12x53) | Stockpiled Material Initial Payment | 0004 | $3,667.65 |
20900(05) | 0139 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0002 | $53,663.51 |
20900(05) | 0139 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0019 | $-53,663.51 |
20900(05) | 0140 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0022 | $-8,306.81 |
20900(05) | 0140 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0020 | $8,306.81 |
20900(05) | 0142 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0020 | $8,099.62 |
20900(05) | 0147 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0020 | $43,676.78 |
20900(05) | 0147 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0021 | $-41,356.07 |
20900(05) | 0148 | Piles, Furnished (HP 12x53) | Stockpiled Material Adjustment | 0017 | $-17,290.35 |
20900(05) | 0148 | Piles, Furnished (HP 12x53) | Stockpiled Material Initial Payment | 0004 | $17,290.35 | Subtotals For Stockpile Payments | $975,793.93 |
LIQUIDATED DAMAGES HISTORY | |||||||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
No liquidated damages have been assessed on this contract. |
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 |
No line item adjustments have been created on this contract. | Subtotals For Line Item Adjustments | $0.00 |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
01 | TIME 'B' BID | 675.00 | 0.00 | $5,000.00 | $0.00 |
Contract ID: | 090323 | Estimate Number: | 0022 | Primary JP: | 20900(05) | |||
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(001) | Project: 20900(05) | Category: 0100/ROADWAY | ||||||||
0001 | EARTHWORK | 202(G) 0185 | LSUM | 1.000 | 1.000 | 0.150 | 0.400 | $1,750,000.00 | $262,500.00 | $700,000.00 |
0002 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.000 | 0.250 | $49,721.00 | $0.00 | $12,430.25 |
0003 | TEMPORARY BALE BARRIER | 222 2801 | LF | 2,648.000 | 2,648.000 | 66.000 | $2.13 | $0.00 | $140.58 | |
0004 | TEMPORARY SILT FENCE | 223 2801 | LF | 10,000.000 | 10,000.000 | 5,691.000 | $1.28 | $0.00 | $7,284.48 | |
0005 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 10.000 | 10.000 | 10.000 | $53.25 | $0.00 | $532.50 | |
0006 | TEMPORARY SILT DIKE | 227 0100 | LF | 2,648.000 | 2,648.000 | 203.000 | $6.39 | $0.00 | $1,297.17 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 226,250.000 | 226,250.000 | 0.000 | $1.38 | $0.00 | $0.00 | |
0008 | SEEDING METHOD B | 232(B) 2814 | AC | 46.770 | 46.770 | 0.000 | $106.50 | $0.00 | $0.00 | |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 46.770 | 46.770 | 7.110 | $266.25 | $0.00 | $1,893.04 | |
0010 | MOWING | 241 2832 | AC | 460.000 | 460.000 | 63.320 | $31.95 | $0.00 | $2,023.07 | |
0011 | AGGREGATE BASE | 303 0192 | CY | 68,650.000 | 68,650.000 | 10,273.120 | $25.00 | $0.00 | $256,828.00 | |
0012 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 344,828.000 | 344,828.000 | 19,930.190 | 19,930.190 | $9.25 | $184,354.26 | $184,354.26 |
0013 | SEPARATOR FABRIC | 325 5271 | SY | 344,560.000 | 344,560.000 | 21,521.760 | 130,245.090 | $1.12 | $24,104.37 | $145,874.50 |
0014 | (SP)FLY ASH | 327(A) 4200 | TON | 17,627.100 | 17,627.100 | 1,147.140 | 7,667.740 | $43.18 | $49,533.51 | $331,093.02 |
0015 | (SP)LIME | 327(D) 4230 | TON | 2,570.600 | 2,570.600 | 150.610 | 217.450 | $158.08 | $23,808.43 | $34,374.50 |
0016 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 408,037.000 | 408,037.000 | 25,190.290 | 181,153.690 | $1.95 | $49,121.07 | $353,249.72 |
0017 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 142,814.000 | 142,814.000 | 8,100.490 | 12,764.490 | $0.75 | $6,075.37 | $9,573.37 |
0018 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 37,098.000 | 37,098.000 | 0.000 | $17.78 | $0.00 | $0.00 | |
0019 | PRIME COAT | 408 5774 | GAL | 133,157.000 | 133,157.000 | 2,781.210 | $1.00 | $0.00 | $2,781.21 | |
0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 1,277.700 | 1,277.700 | 0.000 | $63.90 | $0.00 | $0.00 | |
0021 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 105,267.000 | 105,267.000 | 0.000 | $0.28 | $0.00 | $0.00 | |
0022 | (SP)P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 141,888.000 | 141,888.000 | 51,522.820 | $10.50 | $0.00 | $540,989.62 | |
0023 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 187,609.000 | 187,609.000 | 0.000 | $13.00 | $0.00 | $0.00 | |
0024 | H.E.S. CONCRETE (FULL DEPTH PATCHING) | 414(B) 5913 | SY | 3,500.000 | 3,500.000 | 3,868.390 | $135.00 | $0.00 | $522,232.65 | |
0025 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | 414(I) 5270 | CY | 91,327.300 | 91,327.300 | 13,317.170 | $75.00 | $0.00 | $998,787.75 | |
0026 | COLD MILLING PAVEMENT | 417 5267 | SY | 16,883.000 | 16,883.000 | 10,977.630 | $3.10 | $0.00 | $34,030.65 | |
0027 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 18.000 | 18.000 | 18.960 | $15.98 | $0.00 | $302.98 | |
0028 | CLASS A CONCRETE | 509(B) 0321 | CY | 9.500 | 9.500 | 46.700 | $585.75 | $0.00 | $27,354.53 | |
0029 | CLASS C CONCRETE | 509(D) 0325 | CY | 173.700 | 173.700 | 0.000 | $292.88 | $0.00 | $0.00 | |
0030 | REINFORCING STEEL | 511(A) 0332 | LB | 1,160.000 | 1,160.000 | 6,599.580 | $2.27 | $0.00 | $14,981.05 | |
0031 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 3,120.000 | 3,120.000 | 2,863.000 | $16.00 | $0.00 | $45,808.00 | |
0032 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 416.000 | 416.000 | 402.000 | $20.25 | $0.00 | $8,140.50 | |
0033 | 48" CORR. GALV. STEEL PIPE | 613(D) 0694 | LF | 18.000 | 18.000 | 18.000 | $42.53 | $0.00 | $765.54 | |
0034 | 60" CORR. GALV. STEEL PIPE | 613(D) 0696 | LF | 216.000 | 216.000 | 176.000 | $54.06 | $0.00 | $9,514.56 | |
0035 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(D) 4527 | LF | 1,827.000 | 1,827.000 | 1,373.000 | $16.34 | $0.00 | $22,434.82 | |
0036 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 5,900.000 | 5,900.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0037 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 2,500.000 | 2,500.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0038 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.250 | $35,000.00 | $0.00 | $8,750.00 | |
0039 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 227,546.000 | 227,546.000 | 77,912.830 | $1.23 | $0.00 | $95,832.79 | |
0040 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 88,705.000 | 88,705.000 | 45,823.220 | $2.69 | $0.00 | $123,264.47 | |
0041 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 5,645.000 | 5,645.000 | 3,791.000 | $1.70 | $0.00 | $6,444.70 | |
0042 | SAWING PAVEMENT | 619(C) 0924 | LF | 5,772.000 | 5,772.000 | 383.000 | $1.50 | $0.00 | $574.50 | |
0043 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 5,987.500 | 5,987.500 | 0.000 | $15.18 | $0.00 | $0.00 | |
0044 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 12.000 | 12.000 | 0.000 | $1,597.50 | $0.00 | $0.00 | |
0045 | GUARD RAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 7.000 | 7.000 | 0.000 | $745.50 | $0.00 | $0.00 | |
0046 | GUARD RAIL ANCHOR UNIT (TYPE D-BF) | 623(F) 5686 | EA | 5.000 | 5.000 | 0.000 | $1,597.50 | $0.00 | $0.00 | |
0047 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 14.000 | 14.000 | 0.000 | $2,662.50 | $0.00 | $0.00 | |
0048 | FENCE-STYLE WWF | 624(A) 4281 | LF | 49,248.000 | 49,248.000 | 0.000 | $6.88 | $0.00 | $0.00 | |
0049 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 6.000 | 6.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $599,497.01 | $4,503,938.78 | ||||||||
Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0101/ROADWAY ADD ALT | ||||||||
0050 | EARTHWORK | 202(G) 0185 | LSUM | 1.000 | 1.000 | 0.100 | 0.400 | $280,865.00 | $28,086.50 | $112,346.00 |
0051 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.000 | 0.250 | $25,000.00 | $0.00 | $6,250.00 |
0052 | TEMPORARY BALE BARRIER | 222 2801 | LF | 336.000 | 336.000 | 63.000 | $2.13 | $0.00 | $134.19 | |
0053 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 2.000 | 2.000 | 2.000 | $53.25 | $0.00 | $106.50 | |
0054 | TEMPORARY SILT DIKE | 227 0100 | LF | 336.000 | 336.000 | 28.000 | $6.39 | $0.00 | $178.92 | |
0055 | SOLID SLAB SODDING | 230(A) 2806 | SY | 37,900.000 | 37,900.000 | 0.000 | $1.38 | $0.00 | $0.00 | |
0056 | SEEDING METHOD B | 232(B) 2814 | AC | 7.840 | 7.840 | 0.000 | $106.50 | $0.00 | $0.00 | |
0057 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 7.840 | 7.840 | 0.210 | $266.25 | $0.00 | $55.91 | |
0058 | MOWING | 241 2832 | AC | 130.000 | 130.000 | 16.720 | $31.95 | $0.00 | $534.20 | |
0059 | AGGREGATE BASE | 303 0192 | CY | 19,248.400 | 19,248.400 | 9,739.860 | $25.89 | $0.00 | $252,164.98 | |
0060 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 77,906.000 | 77,906.000 | 33,929.000 | 33,929.000 | $8.93 | $302,985.97 | $302,985.97 |
0061 | SEPARATOR FABRIC | 325 5271 | SY | 96,390.000 | 96,390.000 | 47,943.480 | $1.12 | $0.00 | $53,696.71 | |
0062 | (SP)FLY ASH | 327(A) 4200 | TON | 4,035.400 | 4,035.400 | 1,979.980 | $43.18 | $0.00 | $85,495.53 | |
0063 | (SP)LIME | 327(D) 4230 | TON | 588.400 | 588.400 | 0.000 | $158.08 | $0.00 | $0.00 | |
0064 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 93,412.000 | 93,412.000 | 46,465.410 | $1.95 | $0.00 | $90,607.55 | |
0065 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 32,694.000 | 32,694.000 | 0.000 | $0.75 | $0.00 | $0.00 | |
0066 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 9,868.000 | 9,868.000 | 0.000 | $17.78 | $0.00 | $0.00 | |
0067 | PRIME COAT | 408 5774 | GAL | 34,075.000 | 34,075.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
0068 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 178.300 | 178.300 | 0.000 | $63.90 | $0.00 | $0.00 | |
0069 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 29,742.000 | 29,742.000 | 0.000 | $0.28 | $0.00 | $0.00 | |
0070 | (SP)P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 20,494.000 | 20,494.000 | 2,791.110 | $10.50 | $0.00 | $29,306.66 | |
0071 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 53,012.000 | 53,012.000 | 0.000 | $13.00 | $0.00 | $0.00 | |
0072 | H.E.S. CONCRETE (FULL DEPTH PATCHING) | 414(B) 5913 | SY | 500.000 | 500.000 | 112.110 | $135.00 | $0.00 | $15,134.85 | |
0073 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | 414(I) 5270 | CY | 21,685.800 | 21,685.800 | 581.480 | $75.00 | $0.00 | $43,611.00 | |
0074 | COLD MILLING PAVEMENT | 417 5267 | SY | 2,500.000 | 2,500.000 | 2,791.110 | $3.10 | $0.00 | $8,652.44 | |
0075 | CLASS C CONCRETE | 509(D) 0325 | CY | 50.200 | 50.200 | 0.000 | $292.88 | $0.00 | $0.00 | |
0076 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 640.000 | 640.000 | 0.000 | $20.25 | $0.00 | $0.00 | |
0077 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(D) 4527 | LF | 100.000 | 100.000 | 0.000 | $16.34 | $0.00 | $0.00 | |
0078 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 1,800.000 | 1,800.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0079 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 700.000 | 700.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0080 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 47,297.000 | 47,297.000 | 23,938.170 | $1.23 | $0.00 | $29,443.95 | |
0081 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 24,176.000 | 24,176.000 | 12,417.950 | $2.69 | $0.00 | $33,404.28 | |
0082 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 750.000 | 750.000 | 620.000 | $1.70 | $0.00 | $1,054.00 | |
0083 | SAWING PAVEMENT | 619(C) 0924 | LF | 500.000 | 500.000 | 45.000 | $2.00 | $0.00 | $90.00 | |
0084 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 775.000 | 775.000 | 0.000 | $15.18 | $0.00 | $0.00 | |
0085 | GUARD RAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 1.000 | 1.000 | 0.000 | $745.50 | $0.00 | $0.00 | |
0086 | GUARD RAIL ANCHOR UNIT (TYPE D-BF) | 623(F) 5686 | EA | 3.000 | 3.000 | 0.000 | $1,597.50 | $0.00 | $0.00 | |
0087 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 2.000 | 2.000 | 0.000 | $2,662.50 | $0.00 | $0.00 | |
0088 | FENCE-STYLE WWF | 624(A) 4281 | LF | 15,986.000 | 15,986.000 | 0.000 | $6.88 | $0.00 | $0.00 | |
0089 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 2.000 | 2.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
Subtotals For Category 0101/ROADWAY ADD ALT | $331,072.47 | $1,065,253.64 | ||||||||
Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0200/BRIDGE "A" ADD ALT | ||||||||
0090 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 73.000 | 73.000 | 0.000 | $26.63 | $0.00 | $0.00 | |
0091 | CLSM BACKFILL | 501(G) 6309 | CY | 67.200 | 67.200 | 0.000 | $149.10 | $0.00 | $0.00 | |
0092 | APPROACH SLAB | 504(A) 1304 | SY | 84.500 | 84.500 | 0.000 | $169.34 | $0.00 | $0.00 | |
0093 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 34.000 | 34.000 | 0.000 | $42.60 | $0.00 | $0.00 | |
0094 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 45.000 | 45.000 | 0.000 | $42.60 | $0.00 | $0.00 | |
Subtotals For Category 0200/BRIDGE "A" ADD ALT | $0.00 | $0.00 | ||||||||
Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0201/BRIDGE "B" ADD ALT | ||||||||
0095 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 73.000 | 73.000 | 0.000 | $26.63 | $0.00 | $0.00 | |
0096 | CLSM BACKFILL | 501(G) 6309 | CY | 67.200 | 67.200 | 0.000 | $149.10 | $0.00 | $0.00 | |
0097 | APPROACH SLAB | 504(A) 1304 | SY | 84.500 | 84.500 | 0.000 | $169.34 | $0.00 | $0.00 | |
0098 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 34.000 | 34.000 | 0.000 | $42.60 | $0.00 | $0.00 | |
0099 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 45.000 | 45.000 | 0.000 | $42.60 | $0.00 | $0.00 | |
Subtotals For Category 0201/BRIDGE "B" ADD ALT | $0.00 | $0.00 | ||||||||
Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0202/BRIDGE "C" | ||||||||
0100 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 30.000 | 30.000 | 0.000 | $26.63 | $0.00 | $0.00 | |
0101 | CLSM BACKFILL | 501(G) 6309 | CY | 10.000 | 10.000 | 0.000 | $186.38 | $0.00 | $0.00 | |
0102 | APPROACH SLAB | 504(A) 1304 | SY | 168.800 | 168.800 | 0.000 | $159.75 | $0.00 | $0.00 | |
0103 | (SP) DECK AREA SEALED (FLOODCOATS) | 523(C) 6570 | SY | 470.000 | 470.000 | 0.000 | $15.18 | $0.00 | $0.00 | |
0104 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 78.000 | 78.000 | 0.000 | $42.60 | $0.00 | $0.00 | |
0105 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 90.000 | 90.000 | 0.000 | $42.60 | $0.00 | $0.00 | |
Subtotals For Category 0202/BRIDGE "C" | $0.00 | $0.00 | ||||||||
Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0203/BRIDGE "D" | ||||||||
0106 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 30.000 | 30.000 | 0.000 | $26.63 | $0.00 | $0.00 | |
0107 | CLSM BACKFILL | 501(G) 6309 | CY | 10.000 | 10.000 | 0.000 | $186.38 | $0.00 | $0.00 | |
0108 | APPROACH SLAB | 504(A) 1304 | SY | 168.800 | 168.800 | 0.000 | $159.75 | $0.00 | $0.00 | |
0109 | (SP) DECK AREA SEALED (FLOODCOATS) | 523(C) 6570 | SY | 470.000 | 470.000 | 0.000 | $15.18 | $0.00 | $0.00 | |
0110 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 78.000 | 78.000 | 0.000 | $42.60 | $0.00 | $0.00 | |
0111 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 90.000 | 90.000 | 0.000 | $42.60 | $0.00 | $0.00 | |
Subtotals For Category 0203/BRIDGE "D" | $0.00 | $0.00 | ||||||||
Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0204/BRIDGE "E" | ||||||||
0112 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 224.000 | 224.000 | 0.000 | $15.98 | $0.00 | $0.00 | |
0113 | CLSM BACKFILL | 501(G) 6309 | CY | 178.400 | 178.400 | 0.000 | $143.78 | $0.00 | $0.00 | |
0114 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,594.800 | 1,594.800 | 0.000 | $216.20 | $0.00 | $0.00 | |
0115 | APPROACH SLAB | 504(A) 1304 | SY | 273.400 | 273.400 | 0.000 | $145.91 | $0.00 | $0.00 | |
0116 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 84.000 | 84.000 | 0.000 | $283.29 | $0.00 | $0.00 | |
0117 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 922.800 | 922.800 | 0.000 | $64.97 | $0.00 | $0.00 | |
0118 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,920.000 | 1,920.000 | 0.000 | $2.56 | $0.00 | $0.00 | |
0119 | CLASS AA CONCRETE | 509(A) 1326 | CY | 455.800 | 455.800 | 0.000 | $521.85 | $0.00 | $0.00 | |
0120 | CLASS A CONCRETE | 509(B) 1328 | CY | 297.600 | 297.600 | 0.000 | $516.53 | $0.00 | $0.00 | |
0121 | REINFORCING STEEL | 511(A) 1332 | LB | 2,810.000 | 2,810.000 | 0.000 | $1.17 | $0.00 | $0.00 | |
0122 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 141,290.000 | 141,290.000 | 0.000 | $1.07 | $0.00 | $0.00 | |
0123 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 657.000 | 657.000 | 0.000 | $42.60 | $0.00 | $0.00 | |
0124 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 657.000 | 657.000 | 0.000 | $15.98 | $0.00 | $0.00 | |
0125 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 14.000 | 14.000 | 0.000 | $841.35 | $0.00 | $0.00 | |
0126 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 2,583.000 | 2,583.000 | 0.000 | $3.73 | $0.00 | $0.00 | |
0127 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 303.000 | 303.000 | 0.000 | $718.88 | $0.00 | $0.00 | |
0128 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 38.000 | 38.000 | 0.000 | $5.33 | $0.00 | $0.00 | |
0129 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 0.400 | 0.400 | 0.000 | $266.25 | $0.00 | $0.00 | |
0130 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 16.000 | 16.000 | 0.000 | $1,049.03 | $0.00 | $0.00 | |
0131 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 16.000 | 16.000 | 0.000 | $1,049.03 | $0.00 | $0.00 | |
0132 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 2,300.000 | 2,300.000 | 537.830 | $44.73 | $0.00 | $24,057.14 | |
0133 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 492.000 | 492.000 | 96.400 | $34.08 | $0.00 | $3,285.31 | |
0134 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 84.000 | 84.000 | 0.000 | $22.37 | $0.00 | $0.00 | |
0135 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 60.000 | 60.000 | 0.000 | $22.37 | $0.00 | $0.00 | |
0136 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.000 | $106,500.00 | $0.00 | $0.00 | |
Subtotals For Category 0204/BRIDGE "E" | $0.00 | $27,342.45 | ||||||||
Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0205/BRIDGE "F" | ||||||||
0137 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 224.000 | 224.000 | 224.000 | $15.98 | $0.00 | $3,579.52 | |
0138 | CLSM BACKFILL | 501(G) 6309 | CY | 178.400 | 178.400 | 0.000 | 178.400 | $149.10 | $0.00 | $26,599.44 |
0139 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,594.800 | 1,594.800 | 1,594.800 | $218.33 | $0.00 | $348,192.68 | |
0140 | APPROACH SLAB | 504(A) 1304 | SY | 273.400 | 273.400 | 273.400 | 273.400 | $146.97 | $40,181.60 | $40,181.60 |
0141 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 84.000 | 84.000 | 84.000 | $284.36 | $0.00 | $23,886.24 | |
0142 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 922.800 | 922.800 | 0.000 | $66.03 | $0.00 | $0.00 | |
0143 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,920.000 | 1,920.000 | 1,920.000 | $2.66 | $0.00 | $5,107.20 | |
0144 | CLASS AA CONCRETE | 509(A) 1326 | CY | 455.800 | 455.800 | 214.600 | 455.800 | $532.50 | $114,274.50 | $242,713.50 |
0145 | CLASS A CONCRETE | 509(B) 1328 | CY | 297.600 | 297.600 | 297.600 | $527.18 | $0.00 | $156,888.77 | |
0146 | REINFORCING STEEL | 511(A) 1332 | LB | 2,810.000 | 2,810.000 | 2,810.000 | $1.17 | $0.00 | $3,287.70 | |
0147 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 141,290.000 | 141,290.000 | 141,290.000 | $1.07 | $0.00 | $151,180.30 | |
0148 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 796.500 | 796.500 | 796.500 | $42.60 | $0.00 | $33,930.90 | |
0149 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 796.500 | 796.500 | 695.010 | $15.98 | $0.00 | $11,106.25 | |
0150 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 14.000 | 14.000 | 14.000 | $841.35 | $0.00 | $11,778.90 | |
0151 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 2,583.000 | 2,583.000 | 0.000 | $3.73 | $0.00 | $0.00 | |
0152 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 285.000 | 285.000 | 285.000 | $734.85 | $0.00 | $209,432.25 | |
0153 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 38.000 | 38.000 | 0.000 | $5.33 | $0.00 | $0.00 | |
0154 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 0.400 | 0.400 | 0.000 | $266.25 | $0.00 | $0.00 | |
0155 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 16.000 | 16.000 | 16.000 | $1,102.28 | $0.00 | $17,636.48 | |
0156 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 16.000 | 16.000 | 16.000 | $1,054.35 | $0.00 | $16,869.60 | |
0157 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 84.000 | 84.000 | 0.000 | $26.63 | $0.00 | $0.00 | |
0158 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 60.000 | 60.000 | 0.000 | $26.63 | $0.00 | $0.00 | |
0159 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $106,500.00 | $0.00 | $106,500.00 | |
Subtotals For Category 0205/BRIDGE "F" | $154,456.10 | $1,408,871.33 | ||||||||
Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0300/TRAFFIC | ||||||||
0160 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 32,400.000 | 32,400.000 | 0.000 | $1.91 | $0.00 | $0.00 | |
0161 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 32,400.000 | 32,400.000 | 22,179.600 | $8.30 | $0.00 | $184,090.68 | |
0162 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 444,000.000 | 444,000.000 | 122,573.000 | $0.16 | $0.00 | $19,611.68 | |
0163 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 100,000.000 | 100,000.000 | 0.000 | $0.16 | $0.00 | $0.00 | |
0164 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 100,000.000 | 100,000.000 | 330.000 | $0.37 | $0.00 | $122.10 | |
0165 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 310,000.000 | 310,000.000 | 32,480.000 | $0.11 | $0.00 | $3,572.80 | |
0166 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 510.000 | 510.000 | 15.000 | 220.000 | $5.33 | $79.95 | $1,172.60 |
0167 | MODULAR GLARE SCREEN | 878(C) 8487 | SD | 300,000.000 | 300,000.000 | 1,800.000 | 30,400.000 | $0.21 | $378.00 | $6,384.00 |
0168 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 1,020.000 | 1,020.000 | 45.000 | 662.000 | $10.65 | $479.25 | $7,050.30 |
0169 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 54,120.000 | 54,120.000 | 2,880.000 | 44,308.000 | $0.05 | $144.00 | $2,215.40 |
0170 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 47,880.000 | 47,880.000 | 2,040.000 | 35,667.000 | $0.80 | $1,632.00 | $28,533.60 |
0171 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 21,120.000 | 21,120.000 | 1,635.000 | 25,495.000 | $2.13 | $3,482.55 | $54,304.35 |
0172 | BARRICADES(TYPE II) | 880(C) 8836 | SD | 1,980.000 | 1,980.000 | 0.000 | $0.27 | $0.00 | $0.00 | |
0173 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 38,520.000 | 38,520.000 | 1,110.000 | 20,013.000 | $0.27 | $299.70 | $5,403.51 |
0174 | WING BARRICADES | 880(C) 8848 | SD | 2,040.000 | 2,040.000 | 60.000 | 900.000 | $1.07 | $64.20 | $963.00 |
0175 | VERTICAL PANELS | 880(D) 8854 | SD | 129,870.000 | 129,870.000 | 3,570.000 | 41,262.000 | $0.16 | $571.20 | $6,601.92 |
0176 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 92,580.000 | 92,580.000 | 2,805.000 | 48,849.000 | $0.11 | $308.55 | $5,373.39 |
0177 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 520,590.000 | 520,590.000 | 9,585.000 | 125,929.000 | $0.03 | $287.55 | $3,777.87 |
0178 | DRUMS | 880(F) 8878 | SD | 390,720.000 | 390,720.000 | 6,735.000 | 134,764.000 | $0.11 | $740.85 | $14,824.04 |
0179 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 1,020.000 | 1,020.000 | 30.000 | 465.000 | $26.63 | $798.90 | $12,382.95 |
Subtotals For Category 0300/TRAFFIC | $9,266.70 | $356,384.19 | ||||||||
Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0301/SIGNING AND STRIPING | ||||||||
0180 | (PL)BRIDGE-GUARD RAIL CONNECTION-TYPE B | 623(I) 8680 | EA | 4.000 | 4.000 | 0.000 | $1,065.00 | $0.00 | $0.00 | |
0181 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 118.000 | 118.000 | 0.000 | $19.17 | $0.00 | $0.00 | |
0182 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 117,450.000 | 117,450.000 | 0.000 | $0.45 | $0.00 | $0.00 | |
0183 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(6" WIDE) | 854(C) 8535 | LF | 34,690.000 | 34,690.000 | 0.000 | $0.61 | $0.00 | $0.00 | |
0184 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(8" WIDE) | 854(C) 8540 | LF | 21,350.000 | 21,350.000 | 0.000 | $0.77 | $0.00 | $0.00 | |
0185 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 20.000 | 20.000 | 13.000 | $213.00 | $0.00 | $2,769.00 | |
0186 | (PL)REMOVE & RESET GROUND MOUNTED SIGN | 890A/B 8760 | EA | 10.000 | 10.000 | 5.000 | $1,597.50 | $0.00 | $7,987.50 | |
Subtotals For Category 0301/SIGNING AND STRIPING | $0.00 | $10,756.50 | ||||||||
Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0302/TRAFFIC ADD ALT | ||||||||
0187 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 3,950.000 | 3,950.000 | 0.000 | $1.91 | $0.00 | $0.00 | |
0188 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 3,950.000 | 3,950.000 | 6,580.800 | $8.30 | $0.00 | $54,620.64 | |
0189 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 52,000.000 | 52,000.000 | 27,472.000 | $0.16 | $0.00 | $4,395.52 | |
0190 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 37,000.000 | 37,000.000 | 7,596.000 | $0.11 | $0.00 | $835.56 | |
0191 | VERTICAL PANELS | 880(D) 8854 | SD | 4,680.000 | 4,680.000 | 345.000 | 4,245.000 | $0.16 | $55.20 | $679.20 |
0192 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 33,480.000 | 33,480.000 | 1,305.000 | 16,648.000 | $0.03 | $39.15 | $499.44 |
0193 | DRUMS | 880(F) 8878 | SD | 28,800.000 | 28,800.000 | 945.000 | 17,623.000 | $0.11 | $103.95 | $1,938.53 |
Subtotals For Category 0302/TRAFFIC ADD ALT | $198.30 | $62,968.89 | ||||||||
Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0303/SIGNING & STRIPING ADD ALT | ||||||||
0194 | (PL)BRIDGE-GUARD RAIL CONNECTION-TYPE B | 623(I) 8680 | EA | 2.000 | 2.000 | 0.000 | $1,065.00 | $0.00 | $0.00 | |
0195 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 29,750.000 | 29,750.000 | 0.000 | $0.45 | $0.00 | $0.00 | |
0196 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(6" WIDE) | 854(C) 8535 | LF | 7,934.000 | 7,934.000 | 0.000 | $0.61 | $0.00 | $0.00 | |
0197 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(8" WIDE) | 854(C) 8540 | LF | 3,050.000 | 3,050.000 | 0.000 | $0.80 | $0.00 | $0.00 | |
Subtotals For Category 0303/SIGNING & STRIPING ADD ALT | $0.00 | $0.00 | ||||||||
Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0600/STAKING | ||||||||
0198 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.500 | $168,906.00 | $0.00 | $84,453.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $84,453.00 | ||||||||
Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0640/CONSTRUCTION | ||||||||
0199 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | $5,800.00 | $0.00 | $1,450.00 | |
0200 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $18,904.00 | $0.00 | $18,904.00 | |
0201 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 0.980 | $1,051,151.00 | $0.00 | $1,030,127.98 | |
0202 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.000 | $187,554.00 | $0.00 | $0.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $1,050,481.98 | ||||||||
Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0850/Non ARRA Funding | ||||||||
8000 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 0.000 | 14.000 | 3.000 | $913.70 | $0.00 | $2,741.10 | |
Subtotals For Category 0850/Non ARRA Funding | $0.00 | $2,741.10 | ||||||||
Subtotals For Project IM-STIM(001) /20900(05) | $1,094,490.58 | $8,573,191.86 |