Contract ID: | 090301 | Estimate Number: | 0034 | Contract No: | 411245 | |||
Residency: | PERRY (04100) | Estimate Type: | Progressive | Account No: | 400400 | |||
Project Number(s): | IM-STIM(237) | ||||||||||||
Primary Job Piece No: | 20284(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, BRIDGE AND CABLE BARRIER I-35: FROM MILE MARKER 198 TO MILE MARKER 203. PROJECT LENGTH = 5.567 MILES. | ||||||||||||
Primary County: | NOBLE | ||||||||||||
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: | 04/23/2009 | NTP Effective Date: | 09/08/2009 | Pay Period: | 01/06/2012 TO 04/26/2012 |
Date Awarded: | 04/27/2009 | Date Work Began: | 08/10/2009 | Original Contract Time: | 470 |
Date Contract Executed: | 05/11/2009 | Date Time Stopped: | 12/28/2011 | Current Time Charged: | 871.00 |
Date NTP Issued: | 05/13/2009 | Completion Date: | 12/28/2011 | Current Time Allowed: | 1045.00 |
General Liability Expires: | 03/01/2013 | Workman's Comp Expires: | 03/01/2013 | Percent Time Used: | 83.35 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $13,613,783.48 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $13,141,561.14 | Participating: | $13,331,873.37 | $13,300,726.15 | $31,147.22 | ||
Percent Complete: | 99.92 % | Non Participating: | $240,605.49 | $233,537.55 | $7,067.94 | ||
Funds Available: | $10,920.21 | Non ARRA: | $30,384.48 | $30,384.48 | $0.00 | ||
Unearned Balance: | $-461,302.13 | Total Earnings: | $13,602,863.34 | $13,564,648.18 | $38,215.16 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $13,602,863.34 | $13,564,648.18 | $38,215.16 | ||||
Other Adjustments: | $-0.07 | $0.00 | $-0.07 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $13,602,863.27 | $13,564,648.18 | $38,215.09 |
Contract ID: | 090301 | Estimate Number: | 0034 | Primary JP: | 20284(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | PLAN QUANTITY ACCEPTANCE OF UNCLASSIFIED EXCAVATION | Approved | 10/06/2009 | 0.0 | $0.00 |
002 | REPLACE EXISTING CGSP WITH 18" RCP, AND ADJUST SMD INLETS | Approved | 12/07/2009 | 0.0 | $136,500.36 |
003 | ADD CLASS 'B' DECK REPAIR WITH SEALED JOINTS | Approved | 02/02/2010 | 0.0 | $149,322.24 |
004 | CABLE BARRIER REPAIRS | Approved | 10/05/2010 | 0.0 | $21,000.00 |
005 | ASPHALT BINDER ADJUSTMENTS, S4 DEDUCTS, SMOOTHNESS BONUS | Approved | 04/05/2011 | 0.0 | $165,399.74 |
006 | FINAL QUANTITY CHANGE ORDER | Pending | 0 | 0.0 | $-10,920.21 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20284(04) | 0023 | #57 Rock and Concrete Sand for Paving | Stockpiled Material Adjustment | 0016 | $-229,329.16 |
20284(04) | 0023 | #57 Rock and Concrete Sand for Paving | Stockpiled Material Adjustment | 0017 | $-196,958.00 |
20284(04) | 0023 | #57 Rock and Concrete Sand for Paving | Stockpiled Material Initial Payment | 0015 | $426,287.16 |
20284(04) | 0034 | Beam Guard Rail - Single stockpile | Stockpiled Material Closure | 0020 | $-24,290.25 |
20284(04) | 0034 | Beam Guard Rail - Single stockpile | Stockpiled Material Initial Payment | 0011 | $47,121.00 |
20284(04) | 0034 | Beam Guard Rail - Single stockpile | Stockpiled Material Adjustment | 0018 | $-18,869.25 |
20284(04) | 0034 | Beam Guard Rail - Single stockpile | Stockpiled Material Adjustment | 0019 | $-3,961.50 |
20284(04) | 0036 | Guardrail Anchor Unit - Type B - stockpile | Stockpiled Material Initial Payment | 0011 | $1,400.00 |
20284(04) | 0036 | Guardrail Anchor Unit - Type B - stockpile | Stockpiled Material Closure | 0020 | $-560.00 |
20284(04) | 0036 | Guardrail Anchor Unit - Type B - stockpile | Stockpiled Material Adjustment | 0019 | $-840.00 |
20284(04) | 0037 | Guardrail Anchor Unit - Type G - stockpile | Stockpiled Material Initial Payment | 0011 | $3,225.00 |
20284(04) | 0037 | Guardrail Anchor Unit - Type G - stockpile | Stockpiled Material Closure | 0020 | $-2,580.00 |
20284(04) | 0037 | Guardrail Anchor Unit - Type G - stockpile | Stockpiled Material Adjustment | 0019 | $-645.00 |
20284(04) | 0038 | G.E.T.Guardrail End Section - stockpile | Stockpiled Material Initial Payment | 0011 | $30,345.00 |
20284(04) | 0038 | G.E.T.Guardrail End Section - stockpile | Stockpiled Material Closure | 0020 | $-15,895.00 |
20284(04) | 0038 | G.E.T.Guardrail End Section - stockpile | Stockpiled Material Adjustment | 0019 | $-4,335.00 |
20284(04) | 0038 | G.E.T.Guardrail End Section - stockpile | Stockpiled Material Adjustment | 0018 | $-10,115.00 |
20284(04) | 0039 | Fence-Style SWF stockpile | Stockpiled Material Adjustment | 0017 | $-488.84 |
20284(04) | 0039 | Fence-Style SWF stockpile | Stockpiled Material Adjustment | 0011 | $-7,125.92 |
20284(04) | 0039 | Fence-Style SWF stockpile | Stockpiled Material Adjustment | 0008 | $-9,856.89 |
20284(04) | 0039 | Fence-Style SWF stockpile | Stockpiled Material Adjustment | 0010 | $-6,703.73 |
20284(04) | 0039 | Fence-Style SWF stockpile | Stockpiled Material Adjustment | 0015 | $-8,320.00 |
20284(04) | 0039 | Fence-Style SWF stockpile | Stockpiled Material Initial Payment | 0008 | $54,080.00 |
20284(04) | 0039 | Fence-Style SWF stockpile | Stockpiled Material Adjustment | 0012 | $-4,673.36 |
20284(04) | 0039 | Fence-Style SWF stockpile | Stockpiled Material Adjustment | 0013 | $-9,457.64 |
20284(04) | 0039 | Fence-Style SWF stockpile | Stockpiled Material Adjustment | 0009 | $-7,453.62 |
20284(04) | 0085 | Cable End Anchor Unit stockpile | Stockpiled Material Adjustment | 0019 | $-7,188.00 |
20284(04) | 0085 | Cable End Anchor Unit stockpile | Stockpiled Material Initial Payment | 0001 | $19,168.00 |
20284(04) | 0085 | Cable End Anchor Unit stockpile | Stockpiled Material Adjustment | 0020 | $-11,980.00 |
20284(04) | 0086 | High Tension Cable Barrier stockpile | Stockpiled Material Adjustment | 0020 | $-251,776.80 |
20284(04) | 0086 | High Tension Cable Barrier stockpile | Stockpiled Material Initial Payment | 0001 | $251,776.80 | 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. | Subtotals For Liquidated Damages | $ |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
Smoothness Deduction | 0025 | $6,171.79 |
Smoothness Deduction | 0025 | $97,202.20 |
Smoothness Deduction | 0032 | $-6,171.79 |
Smoothness Deduction | 0032 | $-97,202.20 |
Round Error Correction (Final Est. Only) | 0034 | $-0.07 | Subtotals For Contract Adjustments | $-0.07 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
20284(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0019 | 0.00 | $0.00 | $16,090.78 |
20284(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | * Material Discrepancy Adjustments | 0020 | 0.00 | $0.00 | $-7,064.19 |
20284(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $9,103.83 |
20284(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0030 | 148.51 | $1.85 | $275.69 |
20284(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | * Material Discrepancy Adjustments | 0032 | 0.00 | $0.00 | $7,064.19 |
20284(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | * Asphalt Binder Adjustment | 0032 | 0.00 | $0.00 | $-25,470.30 |
20284(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $1,720.50 |
20284(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 0.00 | $0.00 | $190.17 |
20284(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $2,550.17 |
20284(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0032 | 0.00 | $0.00 | $-4,460.84 | Subtotals For Line Item Adjustments | $0.00 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | TIME 'B' BID | 08/10/2009 | 05/12/2010 | 275.00 DYS | $7,500.00 | Y |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 090301 | Estimate Number: | 0034 | Primary JP: | 20284(04) | |||
Line Item Number | Item Description | Item Number | Units | Bid Qty | Current Quantity | Quantity Paid This Est. | Quantity Paid To Date | Unit Price | Amount Paid This Est. | Amount Paid To Date |
Fed/State Project Number: IM-STIM(237) | Project: 20284(04) | Category: 0100/ROADWAY | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 100,467.000 | 100,467.000 | 101,341.900 | $1.50 | $0.00 | $152,012.86 | |
0002 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 7,660.000 | 7,660.000 | 0.330 | 34,898.330 | $7.00 | $2.31 | $244,288.31 |
0003 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $100,000.00 | $0.00 | $100,000.00 | |
0004 | TEMPORARY SILT FENCE | 223 2801 | LF | 2,200.000 | 2,200.000 | 2,679.000 | $2.13 | $0.00 | $5,706.27 | |
0005 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 16.000 | 16.000 | 20.000 | $26.63 | $0.00 | $532.60 | |
0006 | TEMPORARY SILT DIKE | 227 0100 | LF | 490.000 | 490.000 | 196.000 | $6.39 | $0.00 | $1,252.44 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 155,001.000 | 155,001.000 | 121,667.630 | $1.32 | $0.00 | $160,601.27 | |
0008 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 33.000 | 33.000 | 28.830 | $295.00 | $0.00 | $8,504.85 | |
0009 | MOWING | 241 2832 | AC | 366.000 | 366.000 | 135.590 | $59.00 | $0.00 | $7,999.81 | |
0010 | AGGREGATE BASE | 303 5912 | TON | 6,716.000 | 6,716.000 | 450.000 | 4,537.920 | $9.15 | $4,117.50 | $41,521.97 |
0011 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 64,072.000 | 64,072.000 | 43,099.940 | $8.00 | $0.00 | $344,799.52 | |
0012 | SEPARATOR FABRIC | 325 5271 | SY | 150,794.000 | 150,794.000 | 174,043.910 | $1.58 | $0.00 | $274,989.39 | |
0013 | (SP)FLY ASH | 327(A) 4200 | TON | 3,703.000 | 3,703.000 | 2,487.370 | $35.00 | $0.00 | $87,057.95 | |
0014 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 85,651.000 | 85,651.000 | 53,741.080 | $1.05 | $0.00 | $56,428.14 | |
0015 | TRAFFIC BOUND SURFACE COURSE TYPE A | 403(A) 0217 | TON | 500.000 | 500.000 | 0.000 | $28.00 | $0.00 | $0.00 | |
0016 | TACK COAT | 407 0250 | GAL | 3,100.000 | 3,100.000 | 1,865.000 | $2.88 | $0.00 | $5,371.20 | |
0017 | PRIME COAT | 408 5774 | GAL | 19,374.000 | 19,374.000 | 0.000 | $1.50 | $0.00 | $0.00 | |
0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 6,801.000 | 6,801.000 | 5,467.870 | $75.00 | $0.00 | $410,090.25 | |
0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 1,049.000 | 1,049.000 | 1,064.950 | $67.00 | $0.00 | $71,351.65 | |
0020 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 114,710.000 | 114,710.000 | 98,441.000 | $0.26 | $0.00 | $25,594.66 | |
0021 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 139,285.000 | 139,285.000 | 15.890 | 140,482.850 | $11.00 | $174.79 | $1,545,311.35 |
0022 | (SP)PORTLAND CEMENT CONCRETE PAVEMENT(PLACEMENT ONLY) | 414(H) 5250 | SY | 83,963.000 | 83,963.000 | 7.330 | 84,586.220 | $8.50 | $62.31 | $718,982.89 |
0023 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 57,942.000 | 57,942.000 | 53.810 | 61,312.670 | $103.90 | $5,590.86 | $6,370,386.42 |
0024 | COLD MILLING PAVEMENT | 417 5267 | SY | 211,670.000 | 211,670.000 | -8,457.260 | 210,101.060 | $0.84 | $-7,104.10 | $176,484.88 |
0025 | CLASS A CONCRETE | 509(B) 0321 | CY | 215.000 | 215.000 | 29.730 | $103.90 | $0.00 | $3,088.94 | |
0026 | TYPE B4 CULVERT END TREATMENT | 613(CC) 7187 | EA | 4.000 | 4.000 | 0.000 | $1,065.00 | $0.00 | $0.00 | |
0027 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 1,244.000 | 1,244.000 | 0.000 | $27.39 | $0.00 | $0.00 | |
0028 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 4,176.000 | 4,176.000 | 1,413.000 | $4.50 | $0.00 | $6,358.50 | |
0029 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 1,392.000 | 1,392.000 | 0.000 | $4.50 | $0.00 | $0.00 | |
0030 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $1,000.00 | $0.00 | $1,000.00 | |
0031 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 15,792.000 | 15,792.000 | 23.220 | 6,837.730 | $2.50 | $58.05 | $17,094.33 |
0032 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 25,843.000 | 25,843.000 | 24,351.660 | $4.00 | $0.00 | $97,406.64 | |
0033 | SAWING PAVEMENT | 619(C) 0924 | LF | 3,286.000 | 3,286.000 | 76.000 | 3,649.000 | $2.75 | $209.00 | $10,034.75 |
0034 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 5,650.000 | 5,650.000 | 5,362.500 | $13.47 | $0.00 | $72,232.88 | |
0035 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 4.000 | 4.000 | 6.000 | $2,130.00 | $0.00 | $12,780.00 | |
0036 | GUARD RAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 10.000 | 10.000 | 11.000 | $452.63 | $0.00 | $4,978.93 | |
0037 | GUARD RAIL ANCHOR UNIT (TYPE G) | 623(F) 4452 | EA | 5.000 | 5.000 | 4.000 | $1,384.50 | $0.00 | $5,538.00 | |
0038 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 21.000 | 21.000 | 20.000 | $2,023.50 | $0.00 | $40,470.00 | |
0039 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 59,960.000 | 59,960.000 | 60,332.460 | $3.04 | $0.00 | $183,410.68 | |
0040 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 12.000 | 12.000 | 4.000 | $319.50 | $0.00 | $1,278.00 | |
0102 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | $29,931.14 | $0.00 | $29,931.14 | |
0103 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | -1.000 | -1.000 | $7,064.19 | $0.00 | $-7,064.19 | |
0104 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $6,171.79 | $0.00 | $6,171.79 | |
0105 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $120,082.24 | $0.00 | $120,082.24 | |
Subtotals For Category 0100/ROADWAY | $3,110.72 | $11,414,061.31 | ||||||||
Fed/State Project Number: IM-STIM(237) | Project: 20284(04) | Category: 0200/BRIDGE 'A' | ||||||||
0041 | (PL)REMOVE DRIFT AND SILT | 201 6215 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $10,000.00 | ||||||||
Fed/State Project Number: IM-STIM(237) | Project: 20284(04) | Category: 0201/BRIDGE 'B' | ||||||||
0042 | APPROACH SLAB | 504(A) 1304 | SY | 105.700 | 105.700 | 105.700 | $159.75 | $0.00 | $16,885.58 | |
0043 | CONCRETE PARAPET | 504(F) 1381 | LF | 15.000 | 15.000 | 93.500 | $106.50 | $0.00 | $9,957.75 | |
0044 | CLASS C CONCRETE | 509(D) 1331 | CY | 40.250 | 40.250 | 33.440 | $319.50 | $0.00 | $10,684.09 | |
0045 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
Subtotals For Category 0201/BRIDGE 'B' | $0.00 | $62,527.42 | ||||||||
Fed/State Project Number: IM-STIM(237) | Project: 20284(04) | Category: 0202/BRIDGE 'C' | ||||||||
0046 | APPROACH SLAB | 504(A) 1304 | SY | 105.700 | 105.700 | 105.700 | $159.75 | $0.00 | $16,885.58 | |
0047 | CONCRETE PARAPET | 504(F) 1381 | LF | 10.000 | 10.000 | 47.500 | 93.500 | $106.50 | $5,058.75 | $9,957.75 |
0048 | CLASS C CONCRETE | 509(D) 1331 | CY | 32.000 | 32.000 | 3.670 | $319.50 | $0.00 | $1,172.57 | |
0049 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $4,260.00 | $0.00 | $4,260.00 | |
Subtotals For Category 0202/BRIDGE 'C' | $5,058.75 | $32,275.90 | ||||||||
Fed/State Project Number: IM-STIM(237) | Project: 20284(04) | Category: 0300/TRAFFIC SIGNING & STRIPING | ||||||||
0050 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 2.160 | 2.160 | 2.040 | 2.040 | $639.00 | $1,303.56 | $1,303.56 |
0051 | REINFORCING STEEL | 804(B) 2916 | LB | 390.000 | 390.000 | 344.000 | 344.000 | $1.07 | $368.08 | $368.08 |
0052 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 102.000 | 102.000 | 100.000 | $21.30 | $0.00 | $2,130.00 | |
0053 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 108,452.000 | 108,452.000 | 114,416.000 | $0.50 | $0.00 | $57,208.00 | |
0054 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(6" WIDE) | 854(C) 8535 | LF | 33,840.000 | 33,840.000 | 30,504.000 | $0.70 | $0.00 | $21,352.80 | |
0055 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(8" WIDE) | 854(C) 8540 | LF | 700.000 | 700.000 | 0.000 | $1.07 | $0.00 | $0.00 | |
0056 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 25,457.000 | 25,457.000 | 33,509.000 | $0.43 | $0.00 | $14,408.87 | |
0057 | TRAFFIC STRIPE(PLASTIC)(6" WIDE) | 855(A) 8813 | LF | 3,336.000 | 3,336.000 | 2,988.000 | $0.53 | $0.00 | $1,583.64 | |
0058 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 700.000 | 700.000 | 3,755.000 | $4.26 | $0.00 | $15,996.30 | |
0059 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 15,000.000 | 15,000.000 | -2,741.000 | 19,877.000 | $0.09 | $-246.69 | $1,788.93 |
0060 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 15.000 | 15.000 | 11.000 | $159.75 | $0.00 | $1,757.25 | |
0061 | (PL)REMOVE & RESET GROUND MOUNTED SIGN | 890A/B 8760 | EA | 3.000 | 3.000 | 3.000 | $532.50 | $0.00 | $1,597.50 | |
Subtotals For Category 0300/TRAFFIC SIGNING & STRIPING | $1,424.95 | $119,494.93 | ||||||||
Fed/State Project Number: IM-STIM(237) | Project: 20284(04) | Category: 0301/TRAFFIC CONTROL | ||||||||
0062 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 29,500.000 | 29,500.000 | 30,444.000 | $1.02 | $0.00 | $31,052.88 | |
0063 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 29,500.000 | 29,500.000 | 30,444.000 | $12.00 | $0.00 | $365,328.00 | |
0064 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 61,000.000 | 61,000.000 | 17,428.000 | 158,529.000 | $0.43 | $7,494.04 | $68,167.47 |
0065 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 21,000.000 | 21,000.000 | 7,478.000 | $0.37 | $0.00 | $2,766.86 | |
0066 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 71,000.000 | 71,000.000 | 2,741.000 | 73,741.000 | $0.09 | $246.69 | $6,636.69 |
0067 | (PL)SAND FILLED IMPACT ATTENUATION SYSTEM | 870(A) 8490 | SD | 600.000 | 600.000 | 0.000 | $5.33 | $0.00 | $0.00 | |
0068 | (PL)CONST.ZONE IMPACT ATTEN. | 871 8705 | SD | 1,380.000 | 1,380.000 | 0.000 | $2.66 | $0.00 | $0.00 | |
0069 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 300.000 | 300.000 | 0.000 | $10.65 | $0.00 | $0.00 | |
0070 | MODULAR GLARE SCREEN | 878(C) 8487 | SD | 28,800.000 | 28,800.000 | 24,824.000 | $0.53 | $0.00 | $13,156.72 | |
0071 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 690.000 | 690.000 | 568.000 | $9.59 | $0.00 | $5,447.12 | |
0072 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 72,000.000 | 72,000.000 | 51,410.000 | $0.01 | $0.00 | $514.10 | |
0073 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 20,000.000 | 20,000.000 | -705.000 | 18,022.000 | $1.07 | $-754.35 | $19,283.54 |
0074 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 36,000.000 | 36,000.000 | 13,347.000 | $0.53 | $0.00 | $7,073.91 | |
0075 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 19,000.000 | 19,000.000 | 4,470.000 | $0.11 | $0.00 | $491.70 | |
0076 | WING BARRICADES | 880(C) 8848 | SD | 1,380.000 | 1,380.000 | 4.000 | 1,668.000 | $1.07 | $4.28 | $1,784.76 |
0077 | VERTICAL PANELS | 880(D) 8854 | SD | 386,500.000 | 386,500.000 | 0.000 | $0.01 | $0.00 | $0.00 | |
0078 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 46,500.000 | 46,500.000 | 16,463.000 | $0.05 | $0.00 | $823.15 | |
0079 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 507,500.000 | 507,500.000 | 23,786.000 | $0.01 | $0.00 | $237.86 | |
0080 | DRUMS | 880(F) 8878 | SD | 121,000.000 | 121,000.000 | 23,700.000 | $0.01 | $0.00 | $237.00 | |
0081 | CONES(36" LARGE) | 880(H) 8896 | SD | 65,000.000 | 65,000.000 | 122,149.000 | $0.01 | $0.00 | $1,221.49 | |
0082 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 500.000 | 500.000 | 1.000 | 104.500 | $62.14 | $62.14 | $6,493.63 |
0083 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 1,380.000 | 1,380.000 | 490.000 | $26.63 | $0.00 | $13,048.70 | |
Subtotals For Category 0301/TRAFFIC CONTROL | $7,052.80 | $543,765.58 | ||||||||
Fed/State Project Number: IM-STIM(237) | Project: 20284(04) | Category: 0304/CABLE SYSTEM | ||||||||
0084 | CLASS AA CONCRETE | 509(A) 0319 | CY | 270.000 | 341.760 | 341.760 | $226.85 | $0.00 | $77,528.26 | |
0085 | (PL)CABLE END ANCHOR UNIT | 628 5110 | EA | 16.000 | 16.000 | 18.000 | $1,331.25 | $0.00 | $23,962.50 | |
0086 | HIGH-TENSION CABLE BARRIER(TL-4) | 628 5125 | LF | 29,040.000 | 29,040.000 | 31,907.230 | $11.13 | $0.00 | $355,127.47 | |
0087 | CABLE BARRIER TENSION METER | 628 5175 | EA | 1.000 | 1.000 | 1.000 | $2,130.00 | $0.00 | $2,130.00 | |
Subtotals For Category 0304/CABLE SYSTEM | $0.00 | $458,748.23 | ||||||||
Fed/State Project Number: IM-STIM(237) | Project: 20284(04) | Category: 0600/STAKING | ||||||||
0088 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $30,000.00 | $1,500.00 | $30,000.00 |
Subtotals For Category 0600/STAKING | $1,500.00 | $30,000.00 | ||||||||
Fed/State Project Number: IM-STIM(237) | Project: 20284(04) | Category: 0640/CONSTRUCTION | ||||||||
0089 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | 1.000 | $1,000.00 | $1,000.00 | $1,000.00 |
0090 | FIELD OFFICE | 640 1398 | EA | 1.000 | 1.000 | 0.000 | $8,500.00 | $0.00 | $0.00 | |
0091 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 0.020 | 1.000 | $600,000.00 | $12,000.00 | $600,000.00 |
0092 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $60,000.00 | $0.00 | $60,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $13,000.00 | $661,000.00 | ||||||||
Fed/State Project Number: IM-STIM(237) | Project: 20284(04) | Category: 0850/Non ARRA Funding | ||||||||
0095 | INLETS ADJUST TO GRADE | 612(E) 0645 | EA | 0.000 | 21.000 | 16.000 | $1,899.03 | $0.00 | $30,384.48 | |
Subtotals For Category 0850/Non ARRA Funding | $0.00 | $30,384.48 | ||||||||
Fed/State Project Number: IM-STIM(237) | Project: 20284(04) | Category: 0900/Federal Non Participating | ||||||||
0093 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 0.000 | 900.000 | 675.000 | $7.59 | $0.00 | $5,123.25 | |
0094 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 0.000 | 498.000 | 157.450 | $10.04 | $0.00 | $1,580.80 | |
0096 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 0.000 | 900.000 | 16.000 | 801.000 | $81.66 | $1,306.56 | $65,409.66 |
0097 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 0.000 | 1.000 | 1.000 | $2,499.81 | $0.00 | $2,499.81 | |
0098 | 12" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1099 | LF | 0.000 | 200.000 | 131.000 | 131.000 | $43.98 | $5,761.38 | $5,761.38 |
0099 | CLASS B BRIDGE DECK REPAIR | 505(B) 6019 | SY | 0.000 | 192.000 | 194.330 | $388.86 | $0.00 | $75,567.16 | |
0100 | CLASS B BRIDGE DECK REPAIR | 505(B) 6019 | SY | 0.000 | 192.000 | 169.890 | $388.86 | $0.00 | $66,063.43 | |
0101 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 140.000 | 124.000 | $150.00 | $0.00 | $18,600.00 | |
Subtotals For Category 0900/Federal Non Participating | $7,067.94 | $240,605.49 | ||||||||
Subtotals For Project IM-STIM(237) /20284(04) | $38,215.16 | $13,602,863.34 |