| Contract ID: | 090301 | Estimate Number: | 0035 , Final | Spec Year: | 1999 | |||
| Primary JP: | 20284(04) | Residency: | PERRY (04100) | Contract No: | 411245 | |||
| Date Created: | 06/27/2012 | Contractor FEI: | 420945831A | Account No: | 400400 |
| Project Number(s): | IM-STIM(237) | ||||||||
| 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 | Time Charged: | 871.00 | ||||||
| P.O. BOX 3788 | Time Allowed: | 1045.00 | |||||||
| EDMOND , OK 73083 | Percent Time: | 83.35 % | |||||||
| Paid To Date: | $13,602,863.27 | Payable This Statement: | $0.00 |
| CONTRACTOR AFFIDAVIT |
| STATE OF ___________________ | ) | |
| ) § | ||
| COUNTY OF __________________ | ) |
| The undersigned contractor or duly authorized agent, of lawful age, being first duly sworn, on oath say that this claim is true and correct. |
| Affiant further states that the work, services or materials as shown by this claim have been completed or supplied in accordance with the plans, specifications, orders, requests and all other terms of the contract. Affiant further states that (s)he is duly authorized agent of the contractor for the purpose of certifying the facts pertaining to the giving of things of value to government personnel in order to procure the contract or obtain payment; that (s)he is fully aware of the facts and circumstances surrounding the making of the contract and has been personally and directly involved in the proceedings leading to the procurement of the contract and the filing of this claim; and, neither the contractor nor anyone subject to the contractor's direction or control has been paid, given or donated or agreed to pay, give or donate to any officer or employee of the State of Oklahoma any money or other thing of value, either directly or |
| indirectly, in procuring the contract or obtaining payment. The affiant further certifies that all laborers, mechanics, apprentices and trainees employed by him/her or by any subcontractor performing work under the contract on the project have been paid wages at rates not less than those required by the contract provisions, and that the work performed by each such laborer, mechanic, apprentice or trainee conformed to the classifications set forth in the contract or training program provisions applicable to the wage rate paid. |
| Affiant hereby agrees that Contractor will accept this estimate as full compensation for all money due Contractor by the Department of Transportation, and hereby relinquish all claims, either in contract or in tort, which have arisen or which might arise out of the construction of said project. That to the best of my knowledge and belief, all indebtedness for labor, materials, fuel, equipment, equipment rental, parts, supplies, insurance premiums, and claims for items not specifically mentioned, which are attributable to performance of the work on this project or which were incorporated therein in any manner, have been paid in full, and that there are not now any presently outstanding, unpaid claims for such indebtedness; that my position with the company is such, that if there were any such outstanding claims of the nature specified herein, I would ordinarily be aware of them. |
| Further affiant sayeth not. |
| DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV |
| _________________________________________________ |
| Affiant Signature |
| _________________________________________________ |
| Affiant Printed Name |
| PE Seal |
| _________________________________________________ |
| Affiant Company Position |
| Subscribed and sworn to before me this ______ day of ____________, 20____ |
| My Commission Number: ____________ My Commission Expires: ______________ |
| _________________________________________________ |
| _________________________________________________ |
| Professional Engineer Signature |
| Oklahoma Department of Transportation |
| Corporate Seal |
| Notary Seal |
| Contract ID: | 090301 | Estimate Number: | 0035 | Contract No: | 411245 | |||
| Residency: | PERRY (04100) | Estimate Type: | Final | 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: | 04/27/2012 TO 06/27/2012 |
| 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 | ||||
| Current Contract Amount: | $13,602,863.27 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $13,141,561.14 | Participating: | $13,331,873.37 | $13,331,873.37 | $0.00 | ||
| Percent Complete: | 100 % | Non Participating: | $240,605.49 | $240,605.49 | $0.00 | ||
| Funds Available: | $0.00 | Non ARRA: | $30,384.48 | $30,384.48 | $0.00 | ||
| Unearned Balance: | $-461,302.13 | Total Earnings: | $13,602,863.34 | $13,602,863.34 | $0.00 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $13,602,863.34 | $13,602,863.34 | $0.00 | ||||
| Other Adjustments: | $-0.07 | $-0.07 | $0.00 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $13,602,863.27 | $13,602,863.27 | $0.00 | ||||
| Contract ID: | 090301 | Estimate Number: | 0035 | 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 | Approved | 06/22/2012 | 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: | 0035 | 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 | 101,341.900 | 101,341.900 | $1.50 | $0.00 | $152,012.86 | |
| 0002 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 7,660.000 | 34,898.330 | 34,898.330 | $7.00 | $0.00 | $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 | 2,679.000 | 2,679.000 | $2.13 | $0.00 | $5,706.27 | |
| 0005 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 16.000 | 20.000 | 20.000 | $26.63 | $0.00 | $532.60 | |
| 0006 | TEMPORARY SILT DIKE | 227 0100 | LF | 490.000 | 196.000 | 196.000 | $6.39 | $0.00 | $1,252.44 | |
| 0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 155,001.000 | 121,667.630 | 121,667.630 | $1.32 | $0.00 | $160,601.27 | |
| 0008 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 33.000 | 28.830 | 28.830 | $295.00 | $0.00 | $8,504.85 | |
| 0009 | MOWING | 241 2832 | AC | 366.000 | 135.590 | 135.590 | $59.00 | $0.00 | $7,999.81 | |
| 0010 | AGGREGATE BASE | 303 5912 | TON | 6,716.000 | 4,537.920 | 4,537.920 | $9.15 | $0.00 | $41,521.97 | |
| 0011 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 64,072.000 | 43,099.940 | 43,099.940 | $8.00 | $0.00 | $344,799.52 | |
| 0012 | SEPARATOR FABRIC | 325 5271 | SY | 150,794.000 | 174,043.910 | 174,043.910 | $1.58 | $0.00 | $274,989.39 | |
| 0013 | (SP)FLY ASH | 327(A) 4200 | TON | 3,703.000 | 2,487.370 | 2,487.370 | $35.00 | $0.00 | $87,057.95 | |
| 0014 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 85,651.000 | 53,741.080 | 53,741.080 | $1.05 | $0.00 | $56,428.14 | |
| 0015 | TRAFFIC BOUND SURFACE COURSE TYPE A | 403(A) 0217 | TON | 500.000 | 0.000 | 0.000 | $28.00 | $0.00 | $0.00 | |
| 0016 | TACK COAT | 407 0250 | GAL | 3,100.000 | 1,865.000 | 1,865.000 | $2.88 | $0.00 | $5,371.20 | |
| 0017 | PRIME COAT | 408 5774 | GAL | 19,374.000 | 0.000 | 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 | 5,467.870 | 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 | 1,064.950 | 1,064.950 | $67.00 | $0.00 | $71,351.65 | |
| 0020 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 114,710.000 | 98,441.000 | 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 | 140,482.850 | 140,482.850 | $11.00 | $0.00 | $1,545,311.35 | |
| 0022 | (SP)PORTLAND CEMENT CONCRETE PAVEMENT(PLACEMENT ONLY) | 414(H) 5250 | SY | 83,963.000 | 84,586.220 | 84,586.220 | $8.50 | $0.00 | $718,982.89 | |
| 0023 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 57,942.000 | 61,312.670 | 61,312.670 | $103.90 | $0.00 | $6,370,386.42 | |
| 0024 | COLD MILLING PAVEMENT | 417 5267 | SY | 211,670.000 | 210,101.060 | 210,101.060 | $0.84 | $0.00 | $176,484.88 | |
| 0025 | CLASS A CONCRETE | 509(B) 0321 | CY | 215.000 | 29.730 | 29.730 | $103.90 | $0.00 | $3,088.94 | |
| 0026 | TYPE B4 CULVERT END TREATMENT | 613(CC) 7187 | EA | 4.000 | 0.000 | 0.000 | $1,065.00 | $0.00 | $0.00 | |
| 0027 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 1,244.000 | 0.000 | 0.000 | $27.39 | $0.00 | $0.00 | |
| 0028 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 4,176.000 | 1,413.000 | 1,413.000 | $4.50 | $0.00 | $6,358.50 | |
| 0029 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 1,392.000 | 0.000 | 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 | 6,837.730 | 6,837.730 | $2.50 | $0.00 | $17,094.33 | |
| 0032 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 25,843.000 | 24,351.660 | 24,351.660 | $4.00 | $0.00 | $97,406.64 | |
| 0033 | SAWING PAVEMENT | 619(C) 0924 | LF | 3,286.000 | 3,649.000 | 3,649.000 | $2.75 | $0.00 | $10,034.75 | |
| 0034 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 5,650.000 | 5,362.500 | 5,362.500 | $13.47 | $0.00 | $72,232.88 | |
| 0035 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 4.000 | 6.000 | 6.000 | $2,130.00 | $0.00 | $12,780.00 | |
| 0036 | GUARD RAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 10.000 | 11.000 | 11.000 | $452.63 | $0.00 | $4,978.93 | |
| 0037 | GUARD RAIL ANCHOR UNIT (TYPE G) | 623(F) 4452 | EA | 5.000 | 4.000 | 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 | 20.000 | 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 | 60,332.460 | 60,332.460 | $3.04 | $0.00 | $183,410.68 | |
| 0040 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 12.000 | 4.000 | 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 | $0.00 | $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 | 93.500 | 93.500 | $106.50 | $0.00 | $9,957.75 | |
| 0044 | CLASS C CONCRETE | 509(D) 1331 | CY | 40.250 | 33.440 | 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 | 93.500 | 93.500 | $106.50 | $0.00 | $9,957.75 | |
| 0048 | CLASS C CONCRETE | 509(D) 1331 | CY | 32.000 | 3.670 | 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' | $0.00 | $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 | 2.040 | 2.040 | $639.00 | $0.00 | $1,303.56 | |
| 0051 | REINFORCING STEEL | 804(B) 2916 | LB | 390.000 | 344.000 | 344.000 | $1.07 | $0.00 | $368.08 | |
| 0052 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 102.000 | 100.000 | 100.000 | $21.30 | $0.00 | $2,130.00 | |
| 0053 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 108,452.000 | 114,416.000 | 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 | 30,504.000 | 30,504.000 | $0.70 | $0.00 | $21,352.80 | |
| 0055 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(8" WIDE) | 854(C) 8540 | LF | 700.000 | 0.000 | 0.000 | $1.07 | $0.00 | $0.00 | |
| 0056 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 25,457.000 | 33,509.000 | 33,509.000 | $0.43 | $0.00 | $14,408.87 | |
| 0057 | TRAFFIC STRIPE(PLASTIC)(6" WIDE) | 855(A) 8813 | LF | 3,336.000 | 2,988.000 | 2,988.000 | $0.53 | $0.00 | $1,583.64 | |
| 0058 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 700.000 | 3,755.000 | 3,755.000 | $4.26 | $0.00 | $15,996.30 | |
| 0059 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 15,000.000 | 19,877.000 | 19,877.000 | $0.09 | $0.00 | $1,788.93 | |
| 0060 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 15.000 | 11.000 | 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 | $0.00 | $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 | 30,444.000 | 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 | 30,444.000 | 30,444.000 | $12.00 | $0.00 | $365,328.00 | |
| 0064 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 61,000.000 | 158,529.000 | 158,529.000 | $0.43 | $0.00 | $68,167.47 | |
| 0065 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 21,000.000 | 7,478.000 | 7,478.000 | $0.37 | $0.00 | $2,766.86 | |
| 0066 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 71,000.000 | 73,741.000 | 73,741.000 | $0.09 | $0.00 | $6,636.69 | |
| 0067 | (PL)SAND FILLED IMPACT ATTENUATION SYSTEM | 870(A) 8490 | SD | 600.000 | 0.000 | 0.000 | $5.33 | $0.00 | $0.00 | |
| 0068 | (PL)CONST.ZONE IMPACT ATTEN. | 871 8705 | SD | 1,380.000 | 0.000 | 0.000 | $2.66 | $0.00 | $0.00 | |
| 0069 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 300.000 | 0.000 | 0.000 | $10.65 | $0.00 | $0.00 | |
| 0070 | MODULAR GLARE SCREEN | 878(C) 8487 | SD | 28,800.000 | 24,824.000 | 24,824.000 | $0.53 | $0.00 | $13,156.72 | |
| 0071 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 690.000 | 568.000 | 568.000 | $9.59 | $0.00 | $5,447.12 | |
| 0072 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 72,000.000 | 51,410.000 | 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 | 18,022.000 | 18,022.000 | $1.07 | $0.00 | $19,283.54 | |
| 0074 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 36,000.000 | 13,347.000 | 13,347.000 | $0.53 | $0.00 | $7,073.91 | |
| 0075 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 19,000.000 | 4,470.000 | 4,470.000 | $0.11 | $0.00 | $491.70 | |
| 0076 | WING BARRICADES | 880(C) 8848 | SD | 1,380.000 | 1,668.000 | 1,668.000 | $1.07 | $0.00 | $1,784.76 | |
| 0077 | VERTICAL PANELS | 880(D) 8854 | SD | 386,500.000 | 0.000 | 0.000 | $0.01 | $0.00 | $0.00 | |
| 0078 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 46,500.000 | 16,463.000 | 16,463.000 | $0.05 | $0.00 | $823.15 | |
| 0079 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 507,500.000 | 23,786.000 | 23,786.000 | $0.01 | $0.00 | $237.86 | |
| 0080 | DRUMS | 880(F) 8878 | SD | 121,000.000 | 23,700.000 | 23,700.000 | $0.01 | $0.00 | $237.00 | |
| 0081 | CONES(36" LARGE) | 880(H) 8896 | SD | 65,000.000 | 122,149.000 | 122,149.000 | $0.01 | $0.00 | $1,221.49 | |
| 0082 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 500.000 | 104.500 | 104.500 | $62.14 | $0.00 | $6,493.63 | |
| 0083 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 1,380.000 | 490.000 | 490.000 | $26.63 | $0.00 | $13,048.70 | |
| Subtotals For Category 0301/TRAFFIC CONTROL | $0.00 | $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 | 18.000 | 18.000 | $1,331.25 | $0.00 | $23,962.50 | |
| 0086 | HIGH-TENSION CABLE BARRIER(TL-4) | 628 5125 | LF | 29,040.000 | 31,907.230 | 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 | 1.000 | $30,000.00 | $0.00 | $30,000.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $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 | $1,000.00 | $0.00 | $1,000.00 | |
| 0090 | FIELD OFFICE | 640 1398 | EA | 1.000 | 0.000 | 0.000 | $8,500.00 | $0.00 | $0.00 | |
| 0091 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $600,000.00 | $0.00 | $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 | $0.00 | $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 | 16.000 | 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 | 675.000 | 675.000 | $7.59 | $0.00 | $5,123.25 | |
| 0094 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 0.000 | 157.450 | 157.450 | $10.04 | $0.00 | $1,580.80 | |
| 0096 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 0.000 | 801.000 | 801.000 | $81.66 | $0.00 | $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 | 131.000 | 131.000 | $43.98 | $0.00 | $5,761.38 | |
| 0099 | CLASS B BRIDGE DECK REPAIR | 505(B) 6019 | SY | 0.000 | 194.330 | 194.330 | $388.86 | $0.00 | $75,567.16 | |
| 0100 | CLASS B BRIDGE DECK REPAIR | 505(B) 6019 | SY | 0.000 | 169.890 | 169.890 | $388.86 | $0.00 | $66,063.43 | |
| 0101 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 124.000 | 124.000 | $150.00 | $0.00 | $18,600.00 | |
| Subtotals For Category 0900/Federal Non Participating | $0.00 | $240,605.49 | ||||||||
| Subtotals For Project IM-STIM(237) /20284(04) | $0.00 | $13,602,863.34 | ||||||||