| Contract ID: | 090326 | Estimate Number: | 0039 | Contract No: | 411093 | |||
| Residency: | COBB ENGINEERING CO., INC. (03003) | Estimate Type: | Progressive | Account No: | 400300 | |||
| Project Number(s): | IM-STIM(010) | ||||||||||||
| Primary Job Piece No: | 20970(06) | ||||||||||||
| Contract Description: | RESURFACE (CONCRETE) I-35: FROM SH-29, EXTEND NORTH TO SH-19. PROJECT LENGTH = 6.505 MILES. | ||||||||||||
| Primary County: | GARVIN | ||||||||||||
| Name of Road: | I-35 | ||||||||||||
| 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: | 03/24/2009 | NTP Effective Date: | 04/27/2009 | Pay Period: | 12/16/2010 TO 02/15/2011 |
| Date Awarded: | 03/30/2009 | Date Work Began: | 04/27/2009 | Original Contract Time: | 580 |
| Date Contract Executed: | 04/03/2009 | Date Time Stopped: | 12/14/2010 | Current Time Charged: | 597.00 |
| Date NTP Issued: | 04/07/2009 | Completion Date: | 12/14/2010 | Current Time Allowed: | 698.00 |
| General Liability Expires: | 03/01/2011 | Workman's Comp Expires: | 03/01/2011 | Percent Time Used: | 85.53 % |
| Specification Year: | 1999 | Date Approved: | 02/18/2011 | ||
| Current Contract Amount: | $29,039,597.81 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $27,596,883.86 | Participating: | $28,008,855.20 | $28,008,855.20 | $0.00 | ||
| Percent Complete: | 99.99 % | Non Participating: | $371,498.40 | $371,498.40 | $0.00 | ||
| Funds Available: | $2,103.53 | Non ARRA: | $650,907.33 | $622,204.90 | $28,702.43 | ||
| Unearned Balance: | $-1,440,610.42 | Total Earnings: | $29,031,260.93 | $29,002,558.50 | $28,702.43 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $29,031,260.93 | $29,002,558.50 | $28,702.43 | ||||
| Other Adjustments: | $6,233.35 | $6,233.35 | $0.00 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $29,037,494.28 | $29,008,791.85 | $28,702.43 | ||||
| Contract ID: | 090326 | Estimate Number: | 0039 | Primary JP: | 20970(06) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Revise SP 108-STIM01 | Approved | 06/02/2009 | 0.0 | $0.00 |
| 002 | Revise meathod of measure for earthwork items | Approved | 06/02/2009 | 0.0 | $0.00 |
| 003 | Adding Traffic Surveillance-Police | Approved | 08/19/2009 | 0.0 | $18,543.00 |
| 004 | Adding Fence, Style WWF | Approved | 10/05/2009 | 0.0 | $181,407.04 |
| 005 | CKD Stabilized Subgrade | Approved | 10/05/2009 | 0.0 | $-128.92 |
| 006 | Document overruns and offsets | Approved | 11/03/2009 | 0.0 | $-46,248.18 |
| 007 | HES Concrete for Patching | Approved | 10/05/2010 | 0.0 | $8,973.99 |
| 008 | Add smoothness special provision | Approved | 11/10/2009 | 0.0 | $0.00 |
| 009 | Asphalt Wedge for Approach Slabs | Approved | 01/11/2010 | 0.0 | $50,474.40 |
| 010 | Revise Plan Quantity amount for earthwork | Approved | 09/08/2010 | 0.0 | $71,543.31 |
| 011 | Pothole patching | Approved | 10/05/2010 | 0.0 | $5,661.29 |
| 012 | Deck patching, attenuators, reset guardrail, exploratory exc | Approved | 11/09/2010 | 0.0 | $27,179.65 |
| 013 | Smoothness Bonus and B Time Incentive | Approved | 12/07/2010 | 0.0 | $601,737.99 |
| 014 | Additional Appropriations for Overruns | Approved | 12/06/2010 | 0.0 | $494,867.95 |
| 015 | slope paving | Approved | 02/08/2011 | 0.0 | $28,702.43 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 20970(06) | 0018 | Dowel Baskets | Stockpiled Material Adjustment | 0012 | $-21,775.85 |
| 20970(06) | 0018 | Dowel Baskets | Stockpiled Material Initial Payment | 0008 | $21,775.85 |
| 20970(06) | 0018 | Dowel Bars | Stockpiled Material Adjustment | 0013 | $-18,522.26 |
| 20970(06) | 0018 | Dowel Bars | Stockpiled Material Adjustment | 0012 | $-22,705.37 |
| 20970(06) | 0018 | Dowel Bars | Stockpiled Material Initial Payment | 0008 | $41,227.63 |
| 20970(06) | 0018 | Dowel Bars | Stockpiled Material Initial Payment | 0008 | $64,418.18 |
| 20970(06) | 0018 | Dowel Bars | Stockpiled Material Adjustment | 0013 | $-24,293.17 |
| 20970(06) | 0018 | Dowel Bars | Stockpiled Material Adjustment | 0025 | $-17,419.64 |
| 20970(06) | 0018 | Dowel Bars | Stockpiled Material Adjustment | 0012 | $-22,705.37 |
| 20970(06) | 0018 | Dowel Baskets | Stockpiled Material Adjustment | 0013 | $-16,685.28 |
| 20970(06) | 0018 | Dowel Baskets | Stockpiled Material Adjustment | 0012 | $-22,316.25 |
| 20970(06) | 0018 | Dowel Baskets | Stockpiled Material Initial Payment | 0008 | $39,001.53 |
| 20970(06) | 0018 | Dowel Bars | Stockpiled Material Adjustment | 0013 | $-6,926.99 |
| 20970(06) | 0018 | Dowel Bars | Stockpiled Material Adjustment | 0012 | $-22,705.37 |
| 20970(06) | 0018 | Dowel Bars | Stockpiled Material Initial Payment | 0008 | $29,632.36 |
| 20970(06) | 0039 | Guard Rail W-Beam Single | Stockpiled Material Adjustment | 0029 | $-2,790.08 |
| 20970(06) | 0039 | Guard Rail W-Beam Single | Stockpiled Material Closure | 0037 | $-7,876.01 |
| 20970(06) | 0039 | Guard Rail W-Beam Single | Stockpiled Material Adjustment | 0028 | $-7,373.79 |
| 20970(06) | 0039 | Guard Rail W-Beam Single | Stockpiled Material Initial Payment | 0020 | $38,264.00 |
| 20970(06) | 0039 | Guard Rail W-Beam Single | Stockpiled Material Adjustment | 0035 | $-20,224.12 |
| 20970(06) | 0039 | Guard Rail W-Beam Single | Stockpiled Material Adjustment | 0028 | $-7,657.24 |
| 20970(06) | 0039 | Guard Rail W-Beam Single | Stockpiled Material Initial Payment | 0020 | $28,973.35 |
| 20970(06) | 0039 | Guard Rail W-Beam Single | Stockpiled Material Adjustment | 0029 | $-2,897.34 |
| 20970(06) | 0039 | Guard Rail W-Beam Single | Stockpiled Material Adjustment | 0035 | $-18,418.77 |
| 20970(06) | 0040 | Guard Rail Anchor Unit Type B | Stockpiled Material Adjustment | 0035 | $-139.61 |
| 20970(06) | 0040 | Guard Rail Anchor Unit Type B | Stockpiled Material Adjustment | 0029 | $-139.61 |
| 20970(06) | 0040 | Guard Rail Anchor Unit Type B | Stockpiled Material Adjustment | 0028 | $-139.61 |
| 20970(06) | 0040 | Guard Rail Anchor Unit Type B | Stockpiled Material Closure | 0037 | $-418.83 |
| 20970(06) | 0040 | Guard Rail Anchor Unit Type B | Stockpiled Material Initial Payment | 0020 | $837.66 |
| 20970(06) | 0041 | GET Guard Rail End Section | Stockpiled Material Adjustment | 0028 | $-3,067.05 |
| 20970(06) | 0041 | GET Guard Rail End Section | Stockpiled Material Initial Payment | 0020 | $30,670.47 |
| 20970(06) | 0041 | GET Guard Rail End Section | Stockpiled Material Closure | 0037 | $-19,935.81 |
| 20970(06) | 0041 | GET Guard Rail End Section | Stockpiled Material Adjustment | 0035 | $-6,134.09 |
| 20970(06) | 0041 | GET Guard Rail End Section | Stockpiled Material Adjustment | 0029 | $-1,533.52 |
| 20970(06) | 0042 | Bridge Guard Rail Anchor Unit Type A | Stockpiled Material Closure | 0037 | $-6,361.64 |
| 20970(06) | 0042 | Bridge Guard Rail Anchor Unit Type A | Stockpiled Material Initial Payment | 0020 | $9,895.89 |
| 20970(06) | 0042 | Bridge Guard Rail Anchor Unit Type A | Stockpiled Material Adjustment | 0035 | $-2,827.40 |
| 20970(06) | 0042 | Bridge Guard Rail Anchor Unit Type A | Stockpiled Material Adjustment | 0028 | $-706.85 |
| 20970(06) | 0043 | Stockpiled Material Closure | 0015 | $-82,068.00 | |
| 20970(06) | 0043 | Stockpiled Material Initial Payment | 0003 | $82,068.00 | |
| 20970(06) | 0049 | Concrete Median Barrier | Stockpiled Material Initial Payment | 0005 | $268,212.50 |
| 20970(06) | 0049 | Concrete Median Barrier | Stockpiled Material Adjustment | 0015 | $-34,331.20 |
| 20970(06) | 0049 | Concrete Median Barrier | Stockpiled Material Adjustment | 0007 | $-136,895.66 |
| 20970(06) | 0049 | Concrete Median Barrier | Stockpiled Material Adjustment | 0014 | $-96,985.64 | Subtotals For Stockpile Payments | $0.00 |
| 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 |
| 20970(06) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $25.20 |
| 20970(06) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 0.00 | $0.00 | $74.00 |
| 20970(06) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $6.29 |
| 20970(06) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $197.35 |
| 20970(06) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 0.00 | $0.00 | $138.19 |
| 20970(06) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $54.40 |
| 20970(06) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0028 | 0.00 | $0.00 | $1,776.38 |
| 20970(06) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0029 | 0.00 | $0.00 | $942.16 |
| 20970(06) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0035 | 0.00 | $0.00 | $894.11 |
| 20970(06) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0036 | 0.00 | $0.00 | $937.56 |
| 20970(06) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0038 | 480.00 | $2.47 | $1,187.71 |
| 20970(06) | 8001 | FENCE-STYLE WWF | * SUBSTANDARD ITEM | 0018 | 0.00 | $0.00 | $-5,000.00 |
| 20970(06) | 8001 | FENCE-STYLE WWF | * SUBSTANDARD ITEM | 0037 | 0.00 | $0.00 | $5,000.00 | Subtotals For Line Item Adjustments | $6,233.35 | * = User applied Line Item Adjustments |
| MILESTONE ADJUSTMENTS | |||||||||
| Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
| 01 | TIME 'B' BID | 550.00 | 0.00 | $7,500.00 | $0.00 | ||||
| Contract ID: | 090326 | Estimate Number: | 0039 | Primary JP: | 20970(06) | |||
| 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(010) | Project: 20970(06) | Category: 0100/ROADWAY | ||||||||
| 0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 163,937.000 | 168,029.380 | 0.000 | 173,100.410 | $2.75 | $0.00 | $476,026.14 |
| 0002 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 58,330.000 | 64,395.170 | 64,429.590 | $9.50 | $0.00 | $612,081.11 | |
| 0003 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $200,000.00 | $0.00 | $200,000.00 | |
| 0004 | TEMPORARY SILT FENCE | 223 2801 | LF | 2,850.000 | 2,850.000 | 0.000 | 2,464.500 | $3.20 | $0.00 | $7,886.40 |
| 0005 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 20.000 | 20.000 | 9.000 | $426.00 | $0.00 | $3,834.00 | |
| 0006 | TEMPORARY SILT DIKE | 227 0100 | LF | 280.000 | 280.000 | 0.000 | $10.65 | $0.00 | $0.00 | |
| 0007 | DITCH LINER PROTECTION | 229 4318 | LF | 2,283.000 | 2,283.000 | 0.000 | $1.07 | $0.00 | $0.00 | |
| 0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 297,314.000 | 297,314.000 | 0.000 | 457,136.390 | $1.70 | $0.00 | $777,131.87 |
| 0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 62.000 | 62.000 | 0.000 | $426.00 | $0.00 | $0.00 | |
| 0010 | MOWING | 241 2832 | AC | 392.000 | 392.000 | 168.000 | $53.25 | $0.00 | $8,946.00 | |
| 0011 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 362,049.000 | 351,567.480 | 343,222.000 | $9.00 | $0.00 | $3,088,998.00 | |
| 0012 | (SP)LIME | 327(D) 4230 | TON | 6,391.000 | 5,624.500 | 4,004.640 | $167.97 | $0.00 | $672,659.38 | |
| 0013 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 443,555.000 | 390,621.120 | 300,276.770 | $2.00 | $0.00 | $600,553.54 | |
| 0014 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 500.000 | 520.000 | 0.000 | 497.770 | $20.13 | $0.00 | $10,020.11 |
| 0015 | PRIME COAT | 408 5774 | GAL | 94,474.000 | 91,861.200 | 0.000 | $2.25 | $0.00 | $0.00 | |
| 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 1,411.000 | 2,929.430 | 0.000 | 2,929.430 | $69.23 | $0.00 | $202,804.42 |
| 0017 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 137,147.000 | 137,147.000 | 130,000.000 | $0.29 | $0.00 | $37,700.00 | |
| 0018 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 222,960.000 | 216,567.950 | 229,382.700 | $12.50 | $0.00 | $2,867,283.77 | |
| 0019 | (SP)PORTLAND CEMENT CONCRETE PAVEMENT(PLACEMENT ONLY) | 414(H) 5250 | SY | 168,786.000 | 172,203.840 | 164,509.490 | $8.50 | $0.00 | $1,398,330.73 | |
| 0020 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 111,307.000 | 109,248.220 | 0.000 | 112,427.630 | $94.25 | $0.00 | $10,596,304.17 |
| 0021 | COLD MILLING PAVEMENT | 417 5267 | SY | 26,499.000 | 33,597.780 | 32,260.000 | $4.00 | $0.00 | $129,040.00 | |
| 0022 | CLASS C CONCRETE | 509(D) 0325 | CY | 295.000 | 295.000 | 0.000 | 306.310 | $175.00 | $0.00 | $53,604.25 |
| 0023 | CONCRETE CURB (4" MNTBLE-INTEGRAL) | 609(A) 0287 | LF | 504.000 | 378.000 | 0.000 | 144.000 | $2.07 | $0.00 | $298.08 |
| 0024 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 1.000 | 1.000 | 0.000 | $2,198.00 | $0.00 | $0.00 | |
| 0025 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 106.000 | 106.000 | 0.000 | 115.000 | $67.19 | $0.00 | $7,726.85 |
| 0026 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 24.000 | 24.000 | 0.000 | 24.000 | $83.27 | $0.00 | $1,998.48 |
| 0027 | TYPE B4 CULVERT END TREATMENT | 613(CC) 7187 | EA | 16.000 | 16.000 | 0.000 | 16.000 | $705.00 | $0.00 | $11,280.00 |
| 0028 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 4.000 | 4.000 | 0.000 | 4.000 | $887.00 | $0.00 | $3,548.00 |
| 0029 | TYPE C6 CULVERT END TREATMENT | 613(CC) 7198 | EA | 2.000 | 2.000 | 0.000 | 2.000 | $1,508.00 | $0.00 | $3,016.00 |
| 0030 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 2,914.000 | 2,914.000 | 0.000 | 1,640.000 | $29.99 | $0.00 | $49,183.60 |
| 0031 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 4,848.000 | 4,848.000 | 0.000 | 850.000 | $9.12 | $0.00 | $7,752.00 |
| 0032 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 1,616.000 | 1,616.000 | 0.000 | 1,740.000 | $9.12 | $0.00 | $15,868.80 |
| 0033 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $9,361.00 | $0.00 | $9,361.00 | |
| 0034 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 81,520.000 | 71,483.990 | 53,517.200 | $2.31 | $0.00 | $123,624.73 | |
| 0035 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 289,531.000 | 289,674.470 | 310,788.690 | $3.50 | $0.00 | $1,087,760.43 | |
| 0036 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 9,325.000 | 9,325.000 | 8,091.000 | $2.02 | $0.00 | $16,343.82 | |
| 0037 | REMOVAL OF CONCRETE DITCH LINER | 619(B) 5881 | LF | 2,283.000 | 2,283.000 | 3,434.650 | $2.51 | $0.00 | $8,620.97 | |
| 0038 | SAWING PAVEMENT | 619(C) 0924 | LF | 9,322.000 | 8,485.840 | 17,646.300 | $1.50 | $0.00 | $26,469.45 | |
| 0039 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 8,300.000 | 8,300.000 | 8,337.000 | $14.38 | $0.00 | $119,886.06 | |
| 0040 | GUARD RAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 6.000 | 6.000 | 6.000 | $532.50 | $0.00 | $3,195.00 | |
| 0041 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 20.000 | 20.000 | 20.000 | $2,236.50 | $0.00 | $44,730.00 | |
| 0042 | (PL)BRIDGE GUARD RAIL CONNECTION-TYPE A | 623(I) 8675 | EA | 14.000 | 14.000 | 14.000 | $1,171.50 | $0.00 | $16,401.00 | |
| 0043 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 73,148.000 | 0.000 | 0.000 | $2.98 | $0.00 | $0.00 | |
| 0044 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 13.000 | 13.000 | 0.000 | 3.000 | $280.59 | $0.00 | $841.77 |
| 8011 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5015 | EA | 0.000 | 391,737.990 | 391,737.990 | $1.00 | $0.00 | $391,737.99 | |
| 8012 | EARLY COMPLETION INCENTIVE | 108 0175 | DAY | 0.000 | 28.000 | 28.000 | $7,500.00 | $0.00 | $210,000.00 | |
| Subtotals For Category 0100/ROADWAY | $0.00 | $23,902,847.92 | ||||||||
| Fed/State Project Number: IM-STIM(010) | Project: 20970(06) | Category: 0200/BRIDGE 'B' | ||||||||
| 0045 | RAPID CURE JOINT SEALANT | 504(H) 6390 | LF | 78.000 | 78.000 | 0.000 | 78.000 | $106.50 | $0.00 | $8,307.00 |
| Subtotals For Category 0200/BRIDGE 'B' | $0.00 | $8,307.00 | ||||||||
| Fed/State Project Number: IM-STIM(010) | Project: 20970(06) | Category: 0201/BRIDGE 'F' | ||||||||
| 0046 | RAPID CURE JOINT SEALANT | 504(H) 6390 | LF | 82.000 | 82.000 | 0.000 | 82.000 | $106.50 | $0.00 | $8,733.00 |
| 0047 | CLASS B BRIDGE DECK REPAIR | 505(B) 6019 | SY | 10.000 | 10.000 | 1.500 | $1,065.00 | $0.00 | $1,597.50 | |
| Subtotals For Category 0201/BRIDGE 'F' | $0.00 | $10,330.50 | ||||||||
| Fed/State Project Number: IM-STIM(010) | Project: 20970(06) | Category: 0300/TRAFFIC CONTROL | ||||||||
| 0048 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 32,119.000 | 41,712.000 | 54,248.000 | $4.00 | $0.00 | $216,992.00 | |
| 0049 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 32,119.000 | 49,407.900 | 49,407.900 | $34.20 | $0.00 | $1,689,750.18 | |
| 0050 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 212,000.000 | 212,000.000 | 26,000.000 | $0.34 | $0.00 | $8,840.00 | |
| 0051 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 17,000.000 | 17,000.000 | 0.000 | $0.32 | $0.00 | $0.00 | |
| 0052 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 212,000.000 | 212,000.000 | 0.000 | $0.02 | $0.00 | $0.00 | |
| 0053 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 880.000 | 880.000 | 351.000 | $4.26 | $0.00 | $1,495.26 | |
| 0054 | MODULAR GLARE SCREEN | 878(C) 8487 | SD | 160,160.000 | 160,160.000 | 71,164.000 | $0.02 | $0.00 | $1,423.28 | |
| 0055 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 880.000 | 880.000 | 1,211.000 | $31.95 | $0.00 | $38,691.45 | |
| 0056 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 20,240.000 | 20,240.000 | 47,213.000 | $0.02 | $0.00 | $944.26 | |
| 0057 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 29,920.000 | 29,920.000 | 30,838.000 | $0.32 | $0.00 | $9,868.16 | |
| 0058 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 9,680.000 | 31,876.000 | 31,876.000 | $1.07 | $0.00 | $34,107.32 | |
| 0059 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 9,680.000 | 15,364.000 | 15,364.000 | $1.07 | $0.00 | $16,439.48 | |
| 0060 | WING BARRICADES | 880(C) 8848 | SD | 1,760.000 | 1,760.000 | 1,511.000 | $0.53 | $0.00 | $800.83 | |
| 0061 | VERTICAL PANELS | 880(D) 8854 | SD | 154,000.000 | 154,000.000 | 25,256.000 | $0.02 | $0.00 | $505.12 | |
| 0062 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 29,040.000 | 29,040.000 | 33,540.000 | $0.21 | $0.00 | $7,043.40 | |
| 0063 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 281,600.000 | 281,600.000 | 91,090.000 | $0.02 | $0.00 | $1,821.80 | |
| 0064 | DRUMS | 880(F) 8878 | SD | 144,320.000 | 144,320.000 | 74,168.000 | $0.05 | $0.00 | $3,708.40 | |
| 0065 | CONES(36" LARGE) | 880(H) 8896 | SD | 780,560.000 | 780,560.000 | 156,468.000 | $0.02 | $0.00 | $3,129.36 | |
| 0066 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 1,760.000 | 1,760.000 | 1,890.000 | $4.26 | $0.00 | $8,051.40 | |
| Subtotals For Category 0300/TRAFFIC CONTROL | $0.00 | $2,043,611.70 | ||||||||
| Fed/State Project Number: IM-STIM(010) | Project: 20970(06) | Category: 0301/SIGNING & STRIPING | ||||||||
| 0067 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 20.800 | 20.800 | 0.000 | $532.50 | $0.00 | $0.00 | |
| 0068 | REINFORCING STEEL | 804(B) 2916 | LB | 4,890.000 | 4,890.000 | 0.000 | $1.07 | $0.00 | $0.00 | |
| 0069 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 120.000 | 120.000 | 122.000 | $24.50 | $0.00 | $2,989.00 | |
| 0070 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 131,955.000 | 131,955.000 | 125,000.000 | $0.44 | $0.00 | $55,000.00 | |
| 0071 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(6" WIDE) | 854(C) 8535 | LF | 42,168.000 | 42,168.000 | 40,000.000 | $0.45 | $0.00 | $18,000.00 | |
| 0072 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(8" WIDE) | 854(C) 8540 | LF | 4,700.000 | 4,700.000 | 0.000 | $0.51 | $0.00 | $0.00 | |
| 0073 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(24" WIDE) | 854(C) 8555 | LF | 60.000 | 60.000 | 0.000 | $4.26 | $0.00 | $0.00 | |
| 0074 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 23.000 | 23.000 | 0.000 | $319.50 | $0.00 | $0.00 | |
| 0075 | (PL)REMOVE & RESET GROUND MOUNTED SIGN | 890A/B 8760 | EA | 17.000 | 17.000 | 0.000 | $319.50 | $0.00 | $0.00 | |
| Subtotals For Category 0301/SIGNING & STRIPING | $0.00 | $75,989.00 | ||||||||
| Fed/State Project Number: IM-STIM(010) | Project: 20970(06) | Category: 0304/CABLE BARRIER | ||||||||
| 0076 | AGGREGATE BASE | 303 5912 | TON | 6,890.200 | 6,890.200 | 0.000 | 6,967.720 | $16.94 | $0.00 | $118,033.18 |
| 0077 | CLASS AA CONCRETE | 509(A) 0319 | CY | 364.520 | 364.520 | 0.000 | 345.010 | $159.75 | $0.00 | $55,115.35 |
| 0078 | (PL)CABLE END ANCHOR UNIT | 628 5110 | EA | 14.000 | 14.000 | 16.000 | $2,556.00 | $0.00 | $40,896.00 | |
| 0079 | HIGH-TENSION CABLE BARRIER(TL-4) | 628 5125 | LF | 35,035.400 | 35,035.400 | 34,090.000 | $11.82 | $0.00 | $402,943.80 | |
| 0080 | CABLE BARRIER TENSION METER | 628 5175 | EA | 1.000 | 1.000 | 1.000 | $2,982.00 | $0.00 | $2,982.00 | |
| 0081 | TUBE CHANNELIZERS | 880(G) 8887 | EA | 25.000 | 25.000 | 25.000 | $31.95 | $0.00 | $798.75 | |
| Subtotals For Category 0304/CABLE BARRIER | $0.00 | $620,769.08 | ||||||||
| Fed/State Project Number: IM-STIM(010) | Project: 20970(06) | Category: 0600/STAKING | ||||||||
| 0082 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $145,000.00 | $0.00 | $145,000.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $145,000.00 | ||||||||
| Fed/State Project Number: IM-STIM(010) | Project: 20970(06) | Category: 0640/CONSTRUCTION | ||||||||
| 0083 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $2,000.00 | $0.00 | $2,000.00 | |
| 0084 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
| 0085 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $1,100,000.00 | $0.00 | $1,100,000.00 | |
| 0086 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $85,000.00 | $0.00 | $85,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $1,202,000.00 | ||||||||
| Fed/State Project Number: IM-STIM(010) | Project: 20970(06) | Category: 0850/Non ARRA Funds | ||||||||
| 8000 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 0.000 | 1,380.000 | 1,380.000 | $61.81 | $0.00 | $85,297.81 | |
| 8002 | (SP)CEMENT KILN DUST | 327(B) 4210 | TON | 0.000 | 1,465.000 | 0.000 | 3,394.500 | $67.10 | $0.00 | $227,770.95 |
| 8003 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 0.000 | 40,492.000 | 100,607.190 | $2.00 | $0.00 | $201,214.38 | |
| 8004 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 0.000 | 50.580 | 0.000 | 50.580 | $132.30 | $0.00 | $6,691.73 |
| 8005 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 16.000 | 16.000 | $2,462.35 | $0.00 | $39,397.60 | |
| 8006 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $5,522.83 | $0.00 | $5,522.83 | |
| 8007 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $721.70 | $0.00 | $721.70 | |
| 8008 | SAND FILLED IMPACT ATTEN.MODULE | 870(A) 8011 | EA | 0.000 | 2.000 | 2.000 | $4,219.36 | $0.00 | $8,438.72 | |
| 8009 | (PL)REMOVE AND RESET GUARD RAIL | 625(G) 1270 | LF | 0.000 | 4,250.000 | 4,250.000 | $4.06 | $0.00 | $17,276.25 | |
| 8010 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $742.98 | $0.00 | $742.98 | |
| 8013 | HIGH-TENSION CABLE BARRIER(TL-4) | 628 5125 | LF | 0.000 | 4,059.000 | 4,059.000 | $-1.83 | $0.00 | $-7,444.21 | |
| 8014 | COLD MILLING BITUMINOUS PAVEMENT | 417 4267 | SY | 0.000 | 86,762.000 | 86,762.000 | $0.38 | $0.00 | $33,247.20 | |
| 8015 | CORED HOLES | 426(A) 5095 | EA | 0.000 | 14.000 | 14.000 | $237.64 | $0.00 | $3,326.96 | |
| 8016 | SLOPE WALL (5") | 510(C) 6135 | SY | 0.000 | 783.000 | 783.000 | 783.000 | $36.65 | $28,702.43 | $28,702.43 |
| Subtotals For Category 0850/Non ARRA Funds | $28,702.43 | $650,907.33 | ||||||||
| Fed/State Project Number: IM-STIM(010) | Project: 20970(06) | Category: 0900/Federal Non-Participating | ||||||||
| 8001 | FENCE-STYLE WWF | 624(A) 4281 | LF | 0.000 | 73,148.000 | 0.000 | 68,040.000 | $5.46 | $0.00 | $371,498.40 |
| Subtotals For Category 0900/Federal Non-Participating | $0.00 | $371,498.40 | ||||||||
| Subtotals For Project IM-STIM(010) /20970(06) | $28,702.43 | $29,031,260.93 | ||||||||