| Contract ID: | 100253 | Estimate Number: | 0038 , Final | Spec Year: | 1999 | |||
| Primary JP: | 13626(07) | Residency: | WEWOKA (03300) | Contract No: | 610483 | |||
| Date Created: | 09/23/2014 | Contractor FEI: | 420945831A | Account No: | 400300 |
| Project Number(s): | IMY-0040-5(415)206, HSIPIG-0040-5(405)203TR | ||||||||
| Contract Description: | PAVEMENT REHABILITATION AND CABLE BARRIER I-40: FROM MILE MARKER 203, EXTEND EAST TO MILE MARKER 213. PROJECT LENGTH = 6.016 MILES. | ||||||||
| Primary County: | SEMINOLE | ||||||||
| Name of Road: | I-40 | ||||||||
| Prime Contractor: | DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV | Time Charged: | 534.00 | ||||||
| P.O. BOX 3788 | Time Allowed: | 522.00 | |||||||
| EDMOND , OK 73083 | Percent Time: | 102.30 % | |||||||
| Paid To Date: | $23,502,226.84 | Payable This Statement: | $-51,328.79 |
| 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: | 100253 | Estimate Number: | 0038 | Contract No: | 610483 | |||
| Residency: | WEWOKA (03300) | Estimate Type: | Final | Account No: | 400300 | |||
| Project Number(s): | IMY-0040-5(415)206, HSIPIG-0040-5(405)203TR | ||||||||||||
| Primary Job Piece No: | 13626(07) | ||||||||||||
| Contract Description: | PAVEMENT REHABILITATION AND CABLE BARRIER I-40: FROM MILE MARKER 203, EXTEND EAST TO MILE MARKER 213. PROJECT LENGTH = 6.016 MILES. | ||||||||||||
| Primary County: | SEMINOLE | ||||||||||||
| 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: | 08/19/2010 | NTP Effective Date: | 01/03/2011 | Pay Period: | 07/01/2013 TO 09/23/2014 |
| Date Awarded: | 09/07/2010 | Date Work Began: | 11/15/2010 | Original Contract Time: | 450 |
| Date Contract Executed: | 09/20/2010 | Date Time Stopped: | 04/30/2012 | Current Time Charged: | 534.00 |
| Date NTP Issued: | 09/27/2010 | Completion Date: | 04/30/2012 | Current Time Allowed: | 522.00 |
| General Liability Expires: | 03/01/2015 | Workman's Comp Expires: | 06/30/2015 | Percent Time Used: | 102.30 % |
| Specification Year: | 1999 | ||||
| Bid Amount: | $24,933,232.28 | Total to Date | Prev to Date | This Estimate | |||
| Funds Available (Bid + Positive C/O): | $25,746,696.49 | Participating: | $23,637,614.32 | $23,629,997.19 | $7,617.13 | ||
| Percent Complete: | 91.28 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Unearned Balance: | $2,244,469.65 | Total Earnings: | $23,637,614.32 | $23,629,997.19 | $7,617.13 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $23,637,614.32 | $23,629,997.19 | $7,617.13 | ||||
| Other Adjustments: | $142,612.52 | $179,558.44 | $-36,945.92 | ||||
| Liq Dam/Disincentive: | $-278,000.00 | $-256,000.00 | $-22,000.00 | ||||
| TOTAL: | $23,502,226.84 | $23,553,555.63 | $-51,328.79 | ||||
| Contract ID: | 100253 | Estimate Number: | 0038 | Primary JP: | 13626(07) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Changing excavation from measure qty.. to plan quantity. | Approved | 12/03/2010 | 0.0 | $0.00 |
| 003 | Adding Pavement Smoothness to the Contract | Approved | 02/24/2011 | 0.0 | $0.00 |
| 004 | Reduce qty. for flyash & add one revised pat item. | Approved | 04/08/2011 | 0.0 | $10,622.67 |
| 005 | Add additional depth & increase qty for 4 items. | Approved | 06/03/2011 | 0.0 | $153,980.90 |
| 006 | Adding new item (Patching Reclassified) to the contractor. | Approved | 07/11/2011 | 0.0 | $55,000.00 |
| 007 | add retaining wall, cl.a conc, reinf.stl., rem. hdwl.,remob. | Approved | 10/03/2011 | 0.0 | $43,759.50 |
| 008 | Add two new items to the contract & reduce the qty for two | Approved | 10/03/2011 | 0.0 | $-10,927.00 |
| 009 | Adding one new pay item to the contract | Approved | 02/07/2012 | 0.0 | $18,083.88 |
| 010 | To increase plan quantity on Unclas. Excav. | Approved | 04/02/2012 | 0.0 | $213,530.15 |
| 011 | To add days to A and B Time | Approved | 08/22/2012 | 57.0 | $-152,000.00 |
| 012 | Increase quantites for Strs 3, 4, 5, & 6, & Smoothness | Approved | 06/04/2013 | 0.0 | $318,487.11 |
| 013 | Final Quantity Change Order | Approved | 03/10/2014 | 0.0 | $-1,946,155.15 |
| 014 | Correction to Time Charges | Approved | 09/22/2014 | 0.0 | $0.00 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 13626(07) | 0010 | Stockpiled Material Closure | 0037 | $0.01 | |
| 13626(07) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0008 | $-34,801.96 |
| 13626(07) | 0010 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0008 | $216,608.16 |
| 13626(07) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0020 | $-27,509.11 |
| 13626(07) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0019 | $-33,337.79 |
| 13626(07) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0018 | $-9,469.61 |
| 13626(07) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0014 | $-2,502.94 |
| 13626(07) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0009 | $-46,004.57 |
| 13626(07) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0010 | $-60,547.59 |
| 13626(07) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0012 | $-2,434.60 |
| 13626(07) | 0022 | (SP) P.C. Concrete for Pavement | Stockpiled Material Adjustment | 0011 | $-219,953.28 |
| 13626(07) | 0022 | (SP) P.C. Concrete for Pavement | Stockpiled Material Adjustment | 0012 | $-271,313.24 |
| 13626(07) | 0022 | (SP) P.C. Concrete for Pavement | Stockpiled Material Initial Payment | 0009 | $62,303.44 |
| 13626(07) | 0022 | (SP) P.C. Concrete for Pavement | Stockpiled Material Adjustment | 0012 | $-62,303.44 |
| 13626(07) | 0022 | (SP) P.C. Concrete for Pavement | Stockpiled Material Initial Payment | 0008 | $491,266.52 | Subtotals For Stockpile Payments | $0.00 |
| LIQUIDATED DAMAGES HISTORY | ||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
| System Application of Liquidated Damages | 0032 | --15 | $2,000.00 | $-30,000.00 |
| System Application of Liquidated Damages | 0033 | --8.0 | $2,000.00 | $-16,000.00 |
| System Application of Liquidated Damages | 0034 | -12.0 | $2,000.00 | $24,000.00 |
| System Application of Liquidated Damages | 0036 | -11.0 | $2,000.00 | $22,000.00 |
| System Application of Liquidated Damages | 0038 | --11 | $2,000.00 | $-22,000.00 | Subtotals For Liquidated Damages | $-22,000.00 |
| CONTRACT ADJUSTMENTS HISTORY | ||
| Adjustment Description | Estimate Nbr | Adjustment Amount |
| Milestone Adjust. (Prog. Est. Only) | 0028 | $128,000.00 |
| Milestone Adjust. (Prog. Est. Only) | 0038 | $-128,000.00 |
| Milstone Adjust. (C/O) | 0038 | $88,000.00 | Subtotals For Contract Adjustments | $88,000.00 |
| LINE ITEM ADJUSTMENT HISTORY | |||||||
| Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
| 13626(07) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 17,506.74 | $0.13 | $2,389.67 |
| 13626(07) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 1,208.63 | $2.86 | $3,464.54 |
| 13626(07) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 924.15 | $2.86 | $2,649.08 |
| 13626(07) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 3,778.48 | $2.65 | $10,037.53 |
| 13626(07) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 12,655.02 | $1.92 | $24,316.62 |
| 13626(07) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0024 | 9,147.31 | $1.92 | $17,576.56 |
| 13626(07) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0027 | 1,045.85 | $1.92 | $2,009.60 |
| 13626(07) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0028 | 823.83 | $1.92 | $1,582.99 |
| 13626(07) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0029 | 294.06 | $2.02 | $595.91 |
| 13626(07) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0037 | -48.20 | $2.13 | $-102.74 |
| 13626(07) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0038 | 0.00 | $0.00 | $-1,181.25 |
| 13626(07) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0038 | 46.13 | $4.23 | $195.20 |
| 13626(07) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0038 | 0.00 | $0.00 | $-1,687.50 |
| 13626(07) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0022 | 0.00 | $0.00 | $-452.50 |
| 13626(07) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0022 | 0.00 | $0.00 | $-2,534.00 |
| 13626(07) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0022 | 0.00 | $0.00 | $-905.00 |
| 13626(07) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0022 | 0.00 | $0.00 | $-3,608.00 |
| 13626(07) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0022 | 0.00 | $0.00 | $-656.00 |
| 13626(07) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0022 | 0.00 | $0.00 | $-410.00 |
| 13626(07) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0022 | 0.00 | $0.00 | $-4,395.82 |
| 13626(07) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0038 | 0.00 | $0.00 | $410.00 |
| 13626(07) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0038 | 0.00 | $0.00 | $4,395.82 |
| 13626(07) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0038 | 0.00 | $0.00 | $656.00 |
| 13626(07) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0038 | 0.00 | $0.00 | $3,608.00 |
| 13626(07) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0038 | 0.00 | $0.00 | $905.00 |
| 13626(07) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0038 | 0.00 | $0.00 | $-2,952.00 |
| 13626(07) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0038 | 0.00 | $0.00 | $452.50 |
| 13626(07) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0038 | 0.00 | $0.00 | $-328.00 |
| 13626(07) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0038 | 0.00 | $0.00 | $-3,625.69 |
| 13626(07) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0038 | 0.00 | $0.00 | $-328.00 |
| 13626(07) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0038 | 0.00 | $0.00 | $2,534.00 | Subtotals For Line Item Adjustments | $54,612.52 | * = 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 | 11/14/2010 | 03/01/2012 | 432.00 DYS | $8,000.00 | Y | |||
| MILESTONE ADJUSTMENTS | |||
| Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
| 01 | System Application of Disincentive Adj | 0028 | $-128,000.00 |
| 01 | System Application of Disincentive Adj | 0029 | $-120,000.00 |
| 01 | System Application of Disincentive Adj | 0031 | $-8,000.00 | Subtotals For Milestones | $-256,000.00 |
| Contract ID: | 100253 | Estimate Number: | 0038 | Primary JP: | 13626(07) | |||
| 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: IMY-0040-5(415)206 | Project: 13626(07) | Category: 0100/ROADWAY - IMY-0040-5(415)206 | ||||||||
| 0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 138,572.000 | 178,114.620 | 178,114.620 | $5.40 | $0.00 | $961,818.94 | |
| 0002 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 8,868.000 | 15,727.430 | 15,727.430 | $5.40 | $0.00 | $84,928.12 | |
| 0003 | TEMPORARY SILT FENCE | 223 2801 | LF | 3,200.000 | 5,259.000 | 5,259.000 | $1.70 | $0.00 | $8,940.30 | |
| 0004 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 12.000 | 13.000 | 13.000 | $90.00 | $0.00 | $1,170.00 | |
| 0005 | TEMPORARY SILT DIKE | 227 0100 | LF | 322.000 | 182.000 | 182.000 | $5.85 | $0.00 | $1,064.70 | |
| 0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 153,315.000 | 117,106.200 | 117,106.200 | $1.26 | $0.00 | $147,553.81 | |
| 0007 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 31.680 | 40.860 | 40.860 | $426.00 | $0.00 | $17,406.36 | |
| 0008 | MOWING | 241 2832 | AC | 31.680 | 29.360 | 29.360 | $69.00 | $0.00 | $2,025.84 | |
| 0009 | AGGREGATE BASE | 303 0192 | CY | 116,145.000 | 78,052.000 | 78,052.000 | $17.68 | $0.00 | $1,379,959.36 | |
| 0010 | SEPARATOR FABRIC | 325 5271 | SY | 370,640.000 | 374,738.360 | 374,738.360 | $0.98 | $0.00 | $367,243.59 | |
| 0011 | (SP)FLY ASH | 327(A) 4200 | TON | 21,852.000 | 0.000 | 0.000 | $31.00 | $0.00 | $0.00 | |
| 0012 | (SP)LIME | 327(D) 4230 | TON | 1,337.000 | 475.530 | 475.530 | $153.27 | $0.00 | $72,884.49 | |
| 0013 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 404,651.000 | 0.000 | 0.000 | $0.95 | $0.00 | $0.00 | |
| 0014 | (SP)LIME PRETREATMENT | 327(G) 4260 | SY | 75,981.000 | 40,317.940 | 40,317.940 | $1.04 | $0.00 | $41,930.66 | |
| 0015 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 72,253.000 | 49,509.220 | 49,509.220 | $24.00 | $0.00 | $1,188,221.28 | |
| 0016 | PRIME COAT | 408 5774 | GAL | 137,987.000 | 0.000 | 0.000 | $1.50 | $0.00 | $0.00 | |
| 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 59,442.000 | 54,939.310 | 46.130 | 54,939.310 | $56.25 | $2,594.81 | $3,090,336.21 |
| 0018 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 127,075.000 | 126,311.000 | 126,311.000 | $0.31 | $0.00 | $39,156.41 | |
| 0019 | (SP)P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 147,898.000 | 144,958.140 | 144,958.140 | $4.70 | $0.00 | $681,303.25 | |
| 0020 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 183,552.000 | 187,382.170 | 187,382.170 | $8.10 | $0.00 | $1,517,795.58 | |
| 0021 | H.E.S. CONCRETE (FULL DEPTH PATCHING) | 414(B) 5913 | SY | 300.000 | 0.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
| 0022 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 102,728.000 | 106,116.020 | 0.000 | 106,116.020 | $84.30 | $0.00 | $8,945,580.48 |
| 0023 | COLD MILLING PAVEMENT | 417 5267 | SY | 29,528.000 | 25,963.560 | 25,963.560 | $2.76 | $0.00 | $71,659.43 | |
| 0024 | INLET (SMD-TYPE 1) | 611(E) 6000 | EA | 5.000 | 2.000 | 2.000 | $1,597.50 | $0.00 | $3,195.00 | |
| 0025 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 300.000 | 0.000 | 0.000 | $55.38 | $0.00 | $0.00 | |
| 0026 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 5.000 | 0.000 | 0.000 | $1,011.75 | $0.00 | $0.00 | |
| 0027 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 4,638.000 | 0.000 | 0.000 | $7.64 | $0.00 | $0.00 | |
| 0028 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 1,548.000 | 0.000 | 0.000 | $7.63 | $0.00 | $0.00 | |
| 0029 | PIPE UNDERDRAIN COVER MAT'L. | 613(R) 1100 | CY | 557.000 | 0.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
| 0030 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $22,055.00 | $0.00 | $22,055.00 | |
| 0031 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 221,835.000 | 226,192.830 | 226,192.830 | $1.27 | $0.00 | $287,264.89 | |
| 0032 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 109,401.000 | 77,157.780 | 77,157.780 | $2.81 | $0.00 | $216,813.35 | |
| 0033 | SAWING PAVEMENT | 619(C) 0924 | LF | 88,745.000 | 4,516.000 | 4,516.000 | $0.10 | $0.00 | $451.60 | |
| 0034 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 14,590.000 | 15,112.500 | 15,112.500 | $13.85 | $0.00 | $209,308.13 | |
| 0035 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 4.000 | 1.000 | 1.000 | $1,384.50 | $0.00 | $1,384.50 | |
| 0036 | GUARD RAIL ANCHOR UNIT (TYPE G) | 623(F) 4452 | EA | 8.000 | 5.000 | 5.000 | $1,235.40 | $0.00 | $6,177.00 | |
| 0037 | GUARD RAIL ANCHOR UNIT (TYPE B) | 623(F) 6030 | EA | 19.000 | 21.000 | 21.000 | $521.85 | $0.00 | $10,958.85 | |
| 0038 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 2.000 | 5.000 | 5.000 | $2,236.50 | $0.00 | $11,182.50 | |
| 0039 | (PL)REMOVE AND RESET GUARD RAIL | 625(G) 1270 | LF | 2,000.000 | 0.000 | 0.000 | $6.92 | $0.00 | $0.00 | |
| 0040 | GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | 853 9066 | EA | 50.000 | 337.000 | 337.000 | $5.86 | $0.00 | $1,974.82 | |
| 0041 | GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | 853 9066 | EA | 50.000 | 0.000 | 0.000 | $5.86 | $0.00 | $0.00 | |
| 0042 | GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | 853 9069 | EA | 50.000 | 0.000 | 0.000 | $5.86 | $0.00 | $0.00 | |
| 0043 | (PL)REMOVE & RESET G.E.T. GUARD RAIL END SECTION | 890A/B 8762 | EA | 10.000 | 7.000 | 7.000 | $585.75 | $0.00 | $4,100.25 | |
| 8004 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 0.000 | 385,497.000 | 385,497.000 | $2.62 | $0.00 | $1,010,002.13 | |
| 8005 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 0.000 | 0.000 | $2,000.00 | $0.00 | $0.00 | |
| 8006 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 0.000 | 6,765.500 | 6,765.500 | $1.85 | $0.00 | $12,516.18 | |
| 8007 | ADDITIONAL DEPTH IN INLET | 611(F) 5196 | VF | 0.000 | 23.800 | 23.800 | $161.80 | $0.00 | $3,850.84 | |
| 8008 | H.E.S. CONCRETE (FULL DEPTH PATCHING) | 414(B) 5913 | SY | 0.000 | 1,073.830 | 1,073.830 | $100.00 | $0.00 | $107,383.00 | |
| 8009 | RETAINING WALL | 510(A) 6333 | SY | 0.000 | 35.550 | 35.550 | $716.42 | $0.00 | $25,469.00 | |
| 8010 | CLASS A CONCRETE | 509(B) 0321 | CY | 0.000 | 14.300 | 14.300 | $675.00 | $0.00 | $9,652.50 | |
| 8011 | REINFORCING STEEL | 511(A) 0332 | LB | 0.000 | 6,097.030 | 6,097.030 | $2.00 | $0.00 | $12,194.06 | |
| 8012 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 0.000 | 4.000 | 4.000 | $750.00 | $0.00 | $3,000.00 | |
| 8013 | (PL)RE-MOBILIZATION | 641 1400 | EA | 0.000 | 1.000 | 1.000 | $3,460.00 | $0.00 | $3,460.00 | |
| 8015 | (PL)BRIDGE GUARDRAIL CONNECTION -TYPE A1 | 623(I) 8678 | EA | 0.000 | 4.000 | 4.000 | $1,650.00 | $0.00 | $6,600.00 | |
| 8016 | (PL)CONST.ZONE PAV.MKRS(FLEX TAB)TYP.2-2 | 856(G) 8890 | EA | 0.000 | 3,500.000 | 3,500.000 | $2.81 | $0.00 | $9,835.00 | |
| 8017 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 0.000 | 32.150 | 32.150 | $589.82 | $0.00 | $18,962.71 | |
| 8018 | EARLY COMPLETION INCENTIVE | 108 0175 | DAY | 0.000 | -19.000 | -19.000 | $8,000.00 | $0.00 | $-152,000.00 | |
| 8019 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5015 | EA | 0.000 | 304,132.220 | 5,000.000 | 304,132.220 | $1.00 | $5,000.00 | $304,132.22 |
| 8020 | (PL)RE-MOBILIZATION | 641 1400 | EA | 0.000 | 1.000 | 1.000 | $3,460.00 | $0.00 | $3,460.00 | |
| Subtotals For Category 0100/ROADWAY - IMY-0040-5(415)206 | $7,594.81 | $20,774,362.34 | ||||||||
| Fed/State Project Number: IMY-0040-5(415)206 | Project: 13626(07) | Category: 0300/TRAFFIC SIGNING & STRIPING - IMY-0040-5(415)206 | ||||||||
| 0044 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 1.940 | 5.540 | 5.540 | $303.53 | $0.00 | $1,681.56 | |
| 0045 | REINFORCING STEEL | 804(B) 2916 | LB | 308.000 | 456.000 | 456.000 | $2.13 | $0.00 | $971.28 | |
| 0046 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 110.000 | 124.000 | 124.000 | $26.63 | $0.00 | $3,302.12 | |
| 0047 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 138,836.000 | 144,119.000 | 144,119.000 | $0.44 | $0.00 | $63,412.36 | |
| 0048 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(6" WIDE) | 854(C) 8535 | LF | 39,936.000 | 36,336.000 | 36.000 | 36,336.000 | $0.62 | $22.32 | $22,528.32 |
| 0049 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(8" WIDE) | 854(C) 8540 | LF | 5,872.000 | 7,318.000 | 7,318.000 | $1.07 | $0.00 | $7,830.26 | |
| 0050 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(24" WIDE) | 854(C) 8555 | LF | 48.000 | 71.000 | 71.000 | $5.33 | $0.00 | $378.43 | |
| 0051 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 16.000 | 30.000 | 30.000 | $106.50 | $0.00 | $3,195.00 | |
| 0052 | (PL)REMOVE & RESET GROUND MOUNTED SIGN | 890A/B 8760 | EA | 2.000 | 9.000 | 9.000 | $106.50 | $0.00 | $958.50 | |
| Subtotals For Category 0300/TRAFFIC SIGNING & STRIPING - IMY-0040-5(415)206 | $22.32 | $104,257.83 | ||||||||
| Fed/State Project Number: IMY-0040-5(415)206 | Project: 13626(07) | Category: 0301/TRAFFIC CONTROL - IMY-0040-5(415)206 | ||||||||
| 0053 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 35,100.000 | 34,100.000 | 34,100.000 | $1.35 | $0.00 | $46,035.00 | |
| 0054 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 35,100.000 | 34,320.000 | 34,320.000 | $25.00 | $0.00 | $858,000.00 | |
| 0055 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 90,000.000 | 359,966.000 | 359,966.000 | $0.19 | $0.00 | $68,393.54 | |
| 0056 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 17,000.000 | 15,324.000 | 15,324.000 | $0.11 | $0.00 | $1,685.64 | |
| 0057 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 80,000.000 | 130,872.000 | 130,872.000 | $0.13 | $0.00 | $17,013.36 | |
| 0058 | (PL)CONST.ZONE IMPACT ATTEN. | 871 8705 | SD | 2,700.000 | 0.000 | 0.000 | $1.07 | $0.00 | $0.00 | |
| 0059 | MODULAR GLARE SCREEN | 878(C) 8487 | SD | 223,200.000 | 51,473.000 | 51,473.000 | $0.03 | $0.00 | $1,544.19 | |
| 0060 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 900.000 | 955.000 | 955.000 | $31.95 | $0.00 | $30,512.25 | |
| 0061 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 25,200.000 | 23,367.000 | 23,367.000 | $0.13 | $0.00 | $3,037.71 | |
| 0062 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 17,100.000 | 48,860.000 | 48,860.000 | $2.66 | $0.00 | $129,967.60 | |
| 0063 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 30,600.000 | 24,726.000 | 24,726.000 | $0.43 | $0.00 | $10,632.18 | |
| 0064 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 13,500.000 | 22,562.000 | 22,562.000 | $1.01 | $0.00 | $22,787.62 | |
| 0065 | WING BARRICADES | 880(C) 8848 | SD | 1,800.000 | 3,832.000 | 3,832.000 | $4.26 | $0.00 | $16,324.32 | |
| 0066 | VERTICAL PANELS | 880(D) 8854 | SD | 308,250.000 | 4,090.000 | 4,090.000 | $0.02 | $0.00 | $81.80 | |
| 0067 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 35,100.000 | 63,882.000 | 63,882.000 | $0.16 | $0.00 | $10,221.12 | |
| 0068 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 450,000.000 | 0.000 | 0.000 | $0.02 | $0.00 | $0.00 | |
| 0069 | DRUMS | 880(F) 8878 | SD | 96,750.000 | 164,912.000 | 164,912.000 | $0.16 | $0.00 | $26,385.92 | |
| 0070 | CONES(36" LARGE) | 880(H) 8896 | SD | 72,000.000 | 0.000 | 0.000 | $0.02 | $0.00 | $0.00 | |
| 0071 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 1,400.000 | 170.500 | 170.500 | $56.00 | $0.00 | $9,548.00 | |
| 0072 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 1,800.000 | 0.000 | 0.000 | $3.20 | $0.00 | $0.00 | |
| Subtotals For Category 0301/TRAFFIC CONTROL - IMY-0040-5(415)206 | $0.00 | $1,252,170.25 | ||||||||
| Fed/State Project Number: IMY-0040-5(415)206 | Project: 13626(07) | Category: 0600/STAKING - IMY-0040-5(415)206 | ||||||||
| 0073 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $125,000.00 | $0.00 | $125,000.00 | |
| Subtotals For Category 0600/STAKING - IMY-0040-5(415)206 | $0.00 | $125,000.00 | ||||||||
| Fed/State Project Number: IMY-0040-5(415)206 | Project: 13626(07) | Category: 0640/CONSTRUCTION - IMY-0040-5(415)206 | ||||||||
| 0074 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $2,500.00 | $0.00 | $2,500.00 | |
| 0075 | FIELD OFFICE | 640 1398 | EA | 1.000 | 1.000 | 1.000 | $11,000.00 | $0.00 | $11,000.00 | |
| 0076 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $748,340.00 | $0.00 | $748,340.00 | |
| 0077 | (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 - IMY-0040-5(415)206 | $0.00 | $846,840.00 | ||||||||
| Subtotals For Project IMY-0040-5(415)206 /13626(07) | $7,617.13 | $23,102,630.42 | ||||||||
| 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: HSIPIG-0040-5(405)203TR | Project: 26267(04) | Category: 0300/TRAFFIC CONTROL - HSIPIG-0040-5(405)203TR | ||||||||
| 0078 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 45.000 | 6.000 | 6.000 | $47.93 | $0.00 | $287.58 | |
| 0079 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 45.000 | 110.000 | 110.000 | $31.95 | $0.00 | $3,514.50 | |
| 0080 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 1,395.000 | 1,565.000 | 1,565.000 | $0.13 | $0.00 | $203.45 | |
| 0081 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 90.000 | 2,763.000 | 2,763.000 | $2.13 | $0.00 | $5,885.19 | |
| 0082 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 990.000 | 2,036.000 | 2,036.000 | $0.43 | $0.00 | $875.48 | |
| 0083 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 90.000 | 224.000 | 224.000 | $1.01 | $0.00 | $226.24 | |
| 0084 | WING BARRICADES | 880(C) 8848 | SD | 90.000 | 606.000 | 606.000 | $3.20 | $0.00 | $1,939.20 | |
| 0085 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 1,170.000 | 1,641.000 | 1,641.000 | $0.16 | $0.00 | $262.56 | |
| 0086 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 22,250.000 | 0.000 | 0.000 | $0.02 | $0.00 | $0.00 | |
| 0087 | DRUMS | 880(F) 8878 | SD | 22,250.000 | 20,167.000 | 20,167.000 | $0.16 | $0.00 | $3,226.72 | |
| 0088 | CHANNELIZER CONES | 880(G) 8890 | SD | 20,340.000 | 0.000 | 0.000 | $0.02 | $0.00 | $0.00 | |
| 0089 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 270.000 | 0.000 | 0.000 | $56.00 | $0.00 | $0.00 | |
| 0090 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 270.000 | 0.000 | 0.000 | $3.20 | $0.00 | $0.00 | |
| Subtotals For Category 0300/TRAFFIC CONTROL - HSIPIG-0040-5(405)203TR | $0.00 | $16,420.92 | ||||||||
| Fed/State Project Number: HSIPIG-0040-5(405)203TR | Project: 26267(04) | Category: 0304/CABLE BARRIER - HSIPIG-0040-5(405)203TR | ||||||||
| 0091 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 865.000 | 865.000 | 865.000 | $6.00 | $0.00 | $5,190.00 | |
| 0092 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 500.000 | 0.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
| 0093 | TEMPORARY SILT FENCE | 223 2801 | LF | 1,150.000 | 0.000 | 0.000 | $1.70 | $0.00 | $0.00 | |
| 0094 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 5.000 | 0.000 | 0.000 | $175.73 | $0.00 | $0.00 | |
| 0095 | TEMPORARY SILT DIKE | 227 0100 | LF | 1,540.000 | 0.000 | 0.000 | $6.12 | $0.00 | $0.00 | |
| 0096 | SOLID SLAB SODDING | 230(A) 2806 | SY | 5,000.000 | 0.000 | 0.000 | $1.18 | $0.00 | $0.00 | |
| 0097 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 4,290.000 | 2,941.200 | 2,941.200 | $19.15 | $0.00 | $56,323.97 | |
| 0098 | CLASS AA CONCRETE | 509(A) 0319 | CY | 430.000 | 409.480 | 409.480 | $372.75 | $0.00 | $152,633.67 | |
| 0099 | CLASS C CONCRETE | 509(D) 0325 | CY | 5.000 | 0.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
| 0100 | INLETS ADJUST TO GRADE | 612(E) 0645 | EA | 3.000 | 0.000 | 0.000 | $1,200.00 | $0.00 | $0.00 | |
| 0101 | (PL)CABLE END ANCHOR UNIT | 628 5110 | EA | 30.000 | 14.000 | 14.000 | $1,011.75 | $0.00 | $14,164.50 | |
| 0102 | HIGH-TENSION CABLE BARRIER(TL-4) | 628 5125 | LF | 36,501.000 | 33,817.000 | 33,817.000 | $8.52 | $0.00 | $288,120.84 | |
| 0103 | 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 BARRIER - HSIPIG-0040-5(405)203TR | $0.00 | $518,562.98 | ||||||||
| Subtotals For Project HSIPIG-0040-5(405)203TR /26267(04) | $0.00 | $534,983.90 | ||||||||