Contract ID: | 100605 | Estimate Number: | 0033 , Final | Spec Year: | 1999 | |||
Primary JP: | 20884(06) | Residency: | MUSKOGEE (01100) | Contract No: | 610745 | |||
Date Created: | 03/11/2014 | Contractor FEI: | 470351868 | Account No: | 400100 |
Project Number(s): | IMY-0040-6(369)265 | ||||||||
Contract Description: | PAVEMENT REHABILITATION (P. C. CONCRETE) I-40: FROM THE US-69 BUSINESS ROAD IN CHECOTAH, EXTEND EAST. PROJECT LENGTH = 4.987 MILES. | ||||||||
Primary County: | MCINTOSH | ||||||||
Name of Road: | I-40 | ||||||||
Prime Contractor: | DOBSON BROTHERS CONSTRUCTION CO. | Time Charged: | 645.00 | ||||||
P.O. BOX 81409 | Time Allowed: | 686.00 | |||||||
LINCOLN , NE 68501 | Percent Time: | 94.02 % |
Paid To Date: | $14,399,998.82 | Payable This Statement: | $24,294.00 |
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. |
DOBSON BROTHERS CONSTRUCTION CO. |
_________________________________________________ |
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: | 100605 | Estimate Number: | 0033 | Contract No: | 610745 | |||
Residency: | MUSKOGEE (01100) | Estimate Type: | Final | Account No: | 400100 | |||
Project Number(s): | IMY-0040-6(369)265 | ||||||||||||
Primary Job Piece No: | 20884(06) | ||||||||||||
Contract Description: | PAVEMENT REHABILITATION (P. C. CONCRETE) I-40: FROM THE US-69 BUSINESS ROAD IN CHECOTAH, EXTEND EAST. PROJECT LENGTH = 4.987 MILES. | ||||||||||||
Primary County: | MCINTOSH | ||||||||||||
Name of Road: | I-40 | ||||||||||||
Prime Contractor: | DOBSON BROTHERS CONSTRUCTION CO. | ||||||||||||
P.O. BOX 81409 | |||||||||||||
LINCOLN , NE 68501 | |||||||||||||
Surety Company: | BERKLEY REGIONAL INSURANCE COMPANY | ||||||||||||
Date Let: | 10/21/2010 | NTP Effective Date: | 03/07/2011 | Pay Period: | 02/06/2014 TO 02/25/2014 |
Date Awarded: | 11/08/2010 | Date Work Began: | 02/01/2011 | Original Contract Time: | 400 |
Date Contract Executed: | 11/17/2010 | Date Time Stopped: | 11/06/2012 | Current Time Charged: | 645.00 |
Date NTP Issued: | 11/19/2010 | Completion Date: | 11/06/2012 | Current Time Allowed: | 686.00 |
General Liability Expires: | 08/15/2013 | Workman's Comp Expires: | 08/15/2013 | Percent Time Used: | 94.02 % |
Specification Year: | 1999 | ||||
Bid Amount: | $15,987,937.22 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $16,080,499.91 | Participating: | $14,292,576.98 | $14,292,576.98 | $0.00 | ||
Percent Complete: | 89.55 % | Non Participating: | $24,294.00 | $0.00 | $24,294.00 | ||
Unearned Balance: | $1,680,501.09 | Total Earnings: | $14,316,870.98 | $14,292,576.98 | $24,294.00 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $14,316,870.98 | $14,292,576.98 | $24,294.00 | ||||
Other Adjustments: | $83,127.84 | $83,127.84 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $14,399,998.82 | $14,375,704.82 | $24,294.00 |
Contract ID: | 100605 | Estimate Number: | 0033 | Primary JP: | 20884(06) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Removal of Reflective Pavement Markers | Approved | 05/23/2011 | 0.0 | $3,675.00 |
002 | Value Engineering Proposal | Approved | 07/06/2011 | -80.0 | $-781,539.89 |
003 | Texanna Ramp Closure | Approved | 11/16/2011 | 0.0 | $-264,879.09 |
004 | Barrier Wall Reflector's & Signs VE | Approved | 12/16/2011 | 0.0 | $2,960.86 |
005 | Smoothness Bonus and Cold Milling | Approved | 03/05/2012 | 0.0 | $85,926.83 |
006 | Positive Barrier for remaining crossover | Approved | 03/05/2012 | 0.0 | $-2.40 |
007 | Total of Overrun/Underrun items on V.E. | Approved | 02/04/2014 | 0.0 | $-5,513.95 |
008 | Final Contract Item Quantities | Approved | 02/25/2014 | 0.0 | $-608,533.64 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20884(06) | 0020 | MOH for Rebar & Contraction Baskets | Stockpiled Material Adjustment | 0013 | $-215,304.50 |
20884(06) | 0020 | MOH for Rebar & Contraction Baskets | Stockpiled Material Adjustment | 0012 | $-226,868.32 |
20884(06) | 0020 | MOH for Rebar & Contraction Baskets | Stockpiled Material Initial Payment | 0008 | $442,172.82 |
20884(06) | 0022 | Stockpiled Material Closure | 0024 | $-0.01 | |
20884(06) | 0022 | MOH for Stockpiled material for P.C. Concrete | Stockpiled Material Adjustment | 0013 | $-369,475.38 |
20884(06) | 0022 | MOH for Stockpiled material for P.C. Concrete | Stockpiled Material Initial Payment | 0011 | $807,069.10 |
20884(06) | 0022 | MOH for Stockpiled material for P.C. Concrete | Stockpiled Material Adjustment | 0012 | $-228,036.83 |
20884(06) | 0022 | MOH for Stockpiled material for P.C. Concrete | Stockpiled Material Adjustment | 0014 | $-52,525.03 |
20884(06) | 0022 | MOH for Stockpiled material for P.C. Concrete | Stockpiled Material Adjustment | 0015 | $-157,031.85 |
20884(06) | 0022 | MOH for P.C. Concrete For Pavement (Only) | Stockpiled Material Adjustment | 0020 | $-2,299.61 |
20884(06) | 0022 | MOH for P.C. Concrete For Pavement (Only) | Stockpiled Material Adjustment | 0019 | $-166,276.43 |
20884(06) | 0022 | MOH for P.C. Concrete For Pavement (Only) | Stockpiled Material Initial Payment | 0017 | $168,576.04 |
20884(06) | 0022 | MOH for P.C. Concrete for Pavement (Only) | Stockpiled Material Adjustment | 0019 | $-134,071.81 |
20884(06) | 0022 | MOH for P.C. Concrete for Pavement (Only) | Stockpiled Material Initial Payment | 0018 | $134,071.81 |
20884(06) | 0036 | MOH FOR FENCE-STYLE WWF | Stockpiled Material Adjustment | 0012 | $-5,129.87 |
20884(06) | 0036 | MOH FOR FENCE-STYLE WWF | Stockpiled Material Adjustment | 0006 | $-9,600.27 |
20884(06) | 0036 | MOH FOR FENCE-STYLE WWF | Stockpiled Material Adjustment | 0005 | $-15,860.19 |
20884(06) | 0036 | MOH FOR FENCE-STYLE WWF | Stockpiled Material Adjustment | 0013 | $-2,995.15 |
20884(06) | 0036 | MOH FOR FENCE-STYLE WWF | Stockpiled Material Adjustment | 0004 | $-13,069.41 |
20884(06) | 0036 | MOH FOR FENCE-STYLE WWF | Stockpiled Material Adjustment | 0003 | $-11,360.60 |
20884(06) | 0036 | MOH FOR FENCE-STYLE WWF | Stockpiled Material Adjustment | 0015 | $-224.98 |
20884(06) | 0036 | MOH FOR FENCE-STYLE WWF | Stockpiled Material Adjustment | 0016 | $-3,012.32 |
20884(06) | 0036 | MOH FOR FENCE-STYLE WWF | Stockpiled Material Initial Payment | 0001 | $91,812.20 |
20884(06) | 0036 | MOH FOR FENCE-STYLE WWF | Stockpiled Material Adjustment | 0011 | $-3,946.59 |
20884(06) | 0036 | MOH FOR FENCE-STYLE WWF | Stockpiled Material Adjustment | 0009 | $-2,232.62 |
20884(06) | 0036 | MOH FOR FENCE-STYLE WWF | Stockpiled Material Adjustment | 0010 | $-11,358.88 |
20884(06) | 0036 | MOH FOR FENCE-STYLE WWF | Stockpiled Material Adjustment | 0008 | $-10,737.18 |
20884(06) | 0036 | MOH FOR FENCE-STYLE WWF | Stockpiled Material Adjustment | 0007 | $-2,284.14 | 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 |
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 |
20884(06) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 530.62 | $1.51 | $804.21 |
20884(06) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 540.26 | $4.63 | $2,504.43 |
20884(06) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0010 | -17.16 | $59.50 | $-1,021.02 |
20884(06) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 10,900.69 | $4.63 | $50,531.24 |
20884(06) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0011 | -220.27 | $59.50 | $-13,106.07 |
20884(06) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * | 0011 | -4.61 | $59.50 | $-274.30 |
20884(06) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0016 | -14.91 | $59.50 | $-887.15 |
20884(06) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 600.67 | $4.63 | $2,784.47 |
20884(06) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 10,586.87 | $4.39 | $46,535.65 |
20884(06) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0018 | -60.00 | $59.50 | $-3,570.00 |
20884(06) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * | 0018 | -1.64 | $59.50 | $-97.58 |
20884(06) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 1,125.26 | $3.55 | $4,000.97 |
20884(06) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0031 | -80.49 | $59.50 | $-4,789.62 |
20884(06) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Overrun | 0032 | -4.83 | $59.50 | $-287.39 |
20884(06) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | * Overrun | 0013 | -265.54 | $69.35 | $-18,415.20 |
20884(06) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | * Overrun | 0013 | -191.50 | $69.35 | $-13,280.53 |
20884(06) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | * Overrun Re-adjustment | 0014 | 64.00 | $69.35 | $4,438.40 |
20884(06) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | * Overrun | 0014 | -209.41 | $69.35 | $-14,522.58 |
20884(06) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | * Overrun | 0019 | -96.20 | $69.35 | $-6,671.47 |
20884(06) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | * QAQC | 0019 | 31,573.94 | $1.00 | $31,573.94 |
20884(06) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | * Overrun | 0020 | -486.16 | $69.35 | $-33,715.19 |
20884(06) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | * Overrun | 0021 | -110.22 | $69.35 | $-7,643.76 |
20884(06) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | * Overrun Re-adjustment | 0031 | 96.20 | $69.35 | $6,671.47 |
20884(06) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | * Overrun Re-adjustment | 0031 | 486.16 | $69.34 | $33,715.19 |
20884(06) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | * Overrun Re-adjustment | 0031 | 209.41 | $69.35 | $14,522.58 |
20884(06) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | * Overrun Re-adjustment | 0031 | 265.54 | $69.35 | $18,415.20 |
20884(06) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | * Overrun Re-adjustment | 0031 | 110.22 | $69.35 | $7,643.76 |
20884(06) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | * Overrun Re-adjustment | 0032 | 127.50 | $69.35 | $8,842.13 |
20884(06) | 0066 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | * Missing Material Certification | 0031 | -0.25 | $2,500.00 | $-625.00 |
20884(06) | 0066 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | * Missing Material Certification | 0032 | 0.25 | $2,500.00 | $625.00 |
20884(06) | 8020 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | * QAQC | 0031 | -31,573.94 | $1.00 | $-31,573.94 | Subtotals For Line Item Adjustments | $83,127.84 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
No milestones exist for this contract. |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 100605 | Estimate Number: | 0033 | Primary JP: | 20884(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: IMY-0040-6(369)265 | Project: 20884(06) | Category: 0100/ROADWAY | ||||||||
0001 | EARTHWORK | 202(G) 0185 | LSUM | 1.000 | 1.000 | 1.000 | $452,960.60 | $0.00 | $452,960.60 | |
0002 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $60,000.00 | $0.00 | $60,000.00 | |
0003 | TEMPORARY SILT FENCE | 223 2801 | LF | 3,000.000 | 3,466.000 | 3,466.000 | $2.30 | $0.00 | $7,971.80 | |
0004 | TEMPORARY SILT DIKE | 227 0100 | LF | 1,032.000 | 952.000 | 952.000 | $8.68 | $0.00 | $8,263.36 | |
0005 | SOLID SLAB SODDING | 230(A) 2806 | SY | 221,703.000 | 210,285.530 | 210,285.530 | $1.17 | $0.00 | $246,034.06 | |
0006 | SEEDING METHOD B | 232(B) 2814 | AC | 48.440 | 0.000 | 0.000 | $201.05 | $0.00 | $0.00 | |
0007 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 48.440 | 0.000 | 0.000 | $144.35 | $0.00 | $0.00 | |
0008 | MOWING | 241 2832 | AC | 186.000 | 0.000 | 0.000 | $46.40 | $0.00 | $0.00 | |
0009 | AGGREGATE BASE | 303 0192 | CY | 26,743.000 | 5,504.220 | 5,504.220 | $24.40 | $0.00 | $134,302.97 | |
0010 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 146,660.000 | 38,636.730 | 38,636.730 | $8.28 | $0.00 | $319,912.13 | |
0011 | SEPARATOR FABRIC | 325 5271 | SY | 129,714.000 | 27,324.670 | 27,324.670 | $0.94 | $0.00 | $25,685.19 | |
0012 | (SP)LIME | 327(D) 4230 | TON | 3,344.000 | 0.000 | 0.000 | $135.00 | $0.00 | $0.00 | |
0013 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 185,690.000 | 0.000 | 0.000 | $0.95 | $0.00 | $0.00 | |
0014 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 19,984.000 | 3,368.450 | 3,368.450 | $17.68 | $0.00 | $59,554.20 | |
0015 | TACK COAT | 407 0250 | GAL | 9,777.000 | 8,712.500 | 8,712.500 | $2.10 | $0.00 | $18,296.25 | |
0016 | PRIME COAT | 408 5774 | GAL | 61,145.000 | 0.000 | 0.000 | $2.00 | $0.00 | $0.00 | |
0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 18,188.000 | 24,284.370 | 24,284.370 | $59.50 | $0.00 | $1,444,920.03 | |
0018 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 105,325.000 | 101,417.000 | 101,417.000 | $0.22 | $0.00 | $22,311.74 | |
0019 | (SP)P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 159,055.000 | 116,638.530 | 116,638.530 | $3.48 | $0.00 | $405,902.08 | |
0020 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 156,786.000 | 155,628.930 | 155,628.930 | $8.23 | $0.00 | $1,280,826.09 | |
0021 | H.E.S. CONCRETE (FULL DEPTH PATCHING) | 414(B) 5913 | SY | 3,130.000 | 3,999.850 | 3,999.850 | $89.82 | $0.00 | $359,266.53 | |
0022 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | 414(I) 5270 | CY | 86,271.000 | 81,014.260 | 81,014.260 | $69.35 | $0.00 | $5,618,338.94 | |
0023 | COLD MILLING PAVEMENT | 417 5267 | SY | 52,800.000 | 37,358.090 | 37,358.090 | $2.03 | $0.00 | $75,836.92 | |
0024 | DIAMOND GRINDING CONCRETE PAVEMENT | 425 5195 | SY | 23,734.000 | 23,905.380 | 23,905.380 | $2.27 | $0.00 | $54,265.21 | |
0025 | DOWEL BAR RETROFIT | 436 0100 | EA | 7,152.000 | 5,502.000 | 5,502.000 | $21.75 | $0.00 | $119,668.50 | |
0026 | CLASS C CONCRETE | 509(D) 0325 | CY | 125.000 | 0.000 | 0.000 | $275.00 | $0.00 | $0.00 | |
0027 | INLET (SMD-TYPE 2A) | 611(E) 6004 | EA | 1.000 | 1.000 | 1.000 | $1,750.00 | $0.00 | $1,750.00 | |
0028 | 28" X 18" R.C.PIPE ARCH CLASS A-III | 613(B) 4496 | LF | 390.000 | 88.000 | 88.000 | $145.00 | $0.00 | $12,760.00 | |
0029 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 5.000 | 1.000 | 1.000 | $630.00 | $0.00 | $630.00 | |
0030 | TYPE A6 CULVERT END TREATMENT | 613(CC) 7196 | EA | 4.000 | 0.000 | 0.000 | $825.00 | $0.00 | $0.00 | |
0031 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 3,440.000 | 1,280.000 | 1,280.000 | $18.00 | $0.00 | $23,040.00 | |
0032 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
0033 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 97,560.000 | 23,579.090 | 23,579.090 | $1.67 | $0.00 | $39,377.08 | |
0034 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 23,351.000 | 999.560 | 999.560 | $1.73 | $0.00 | $1,729.24 | |
0035 | SAWING PAVEMENT | 619(C) 0924 | LF | 608.000 | 1,970.000 | 1,970.000 | $2.25 | $0.00 | $4,432.50 | |
0036 | FENCE-STYLE WWF | 624(A) 4281 | LF | 59,102.000 | 64,225.000 | 64,225.000 | $7.00 | $0.00 | $449,575.00 | |
8002 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 0.000 | 1.000 | 1.000 | $221,743.63 | $0.00 | $221,743.63 | |
8003 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $12,000.00 | $0.00 | $12,000.00 | |
8004 | (PL)REPAIR BRIDGE ITEMS | 540 4505 | EA | 0.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
8005 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 1418 | LF | 0.000 | 1,200.000 | 1,200.000 | $13.65 | $0.00 | $16,380.00 | |
8006 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $152,800.58 | $0.00 | $152,800.58 | |
8007 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 1.000 | 1.000 | $628,739.32 | $0.00 | $628,739.33 | |
8008 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 0.000 | 61,965.840 | 61,965.840 | $0.95 | $0.00 | $58,867.55 | |
8009 | CONCRETE JOINT REHABILITATION | 419 4152 | LF | 0.000 | 20,936.000 | 20,936.000 | $1.64 | $0.00 | $34,335.04 | |
8010 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 0.000 | 325.000 | 325.000 | $25.72 | $0.00 | $8,360.63 | |
8011 | GUARD RAIL ANCHOR UNIT (TYPE D-BF) | 623(F) 5686 | EA | 0.000 | 2.000 | 2.000 | $1,464.75 | $0.00 | $2,929.50 | |
8012 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) M8571 | EA | 0.000 | 2.000 | 2.000 | $2,467.50 | $0.00 | $4,935.00 | |
8013 | (SP)CEMENT KILN DUST | 327(B) 4210 | TON | 0.000 | 2,445.530 | 2,445.530 | $48.60 | $0.00 | $118,852.76 | |
8014 | H.E.S. CONCRETE (FULL DEPTH PATCHING) | 414(B) 5913 | SY | 0.000 | 3,999.850 | 3,999.850 | $1.78 | $0.00 | $7,134.29 | |
8015 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 0.000 | 7,838.890 | 7,838.890 | $5.24 | $0.00 | $41,075.78 | |
8019 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 0.000 | $103,160.00 | $0.00 | $0.00 | |
8020 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $85,326.71 | $0.00 | $85,326.71 | |
8021 | COLD MILLING PAVEMENT | 417 5267 | SY | 0.000 | 33.250 | 33.250 | $18.00 | $0.00 | $598.50 | |
8023 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $90,759.86 | $0.00 | $90,759.86 | |
Subtotals For Category 0100/ROADWAY | $0.00 | $12,757,449.58 | ||||||||
Fed/State Project Number: IMY-0040-6(369)265 | Project: 20884(06) | Category: 0300/TRAFFIC CONTROL | ||||||||
0037 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 34,050.000 | 26,731.000 | 26,731.000 | $1.80 | $0.00 | $48,115.80 | |
0038 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 35,075.000 | 27,218.000 | 27,218.000 | $20.67 | $0.00 | $562,596.06 | |
0039 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 305,000.000 | 199,846.000 | 199,846.000 | $0.03 | $0.00 | $5,995.38 | |
0040 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 22,763.000 | 1,281.000 | 1,281.000 | $0.18 | $0.00 | $230.58 | |
0041 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 158,718.000 | 107,486.000 | 107,486.000 | $0.04 | $0.00 | $4,299.44 | |
0042 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 400.000 | 28.000 | 28.000 | $5.16 | $0.00 | $144.48 | |
0043 | MODULAR GLARE SCREEN | 878(C) 8487 | SD | 114,400.000 | 20,160.000 | 20,160.000 | $0.03 | $0.00 | $604.80 | |
0044 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 800.000 | 588.000 | 588.000 | $30.93 | $0.00 | $18,186.84 | |
0045 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 40,000.000 | 41,639.000 | 41,639.000 | $0.05 | $0.00 | $2,081.95 | |
0046 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 24,000.000 | 22,596.000 | 22,596.000 | $1.03 | $0.00 | $23,273.88 | |
0047 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 30,000.000 | 18,743.000 | 18,743.000 | $2.06 | $0.00 | $38,610.58 | |
0048 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 20,000.000 | 7,739.000 | 7,739.000 | $0.05 | $0.00 | $386.95 | |
0049 | WING BARRICADES | 880(C) 8848 | SD | 1,600.000 | 1,296.000 | 1,296.000 | $2.06 | $0.00 | $2,669.76 | |
0050 | VERTICAL PANELS | 880(D) 8854 | SD | 316,000.000 | 37,880.000 | 37,880.000 | $0.01 | $0.00 | $378.80 | |
0051 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 48,800.000 | 24,886.000 | 24,886.000 | $0.02 | $0.00 | $497.72 | |
0052 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 436,000.000 | 32,758.000 | 32,758.000 | $0.01 | $0.00 | $327.58 | |
0053 | DRUMS | 880(F) 8878 | SD | 120,000.000 | 28,737.000 | 28,737.000 | $0.02 | $0.00 | $574.74 | |
0054 | CHANNELIZER CONES | 880(G) 8890 | SD | 90,000.000 | 75,528.000 | 75,528.000 | $0.02 | $0.00 | $1,510.56 | |
0055 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 500.000 | 319.000 | 319.000 | $71.45 | $0.00 | $22,792.57 | |
0056 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 1,600.000 | 225.000 | 225.000 | $2.06 | $0.00 | $463.50 | |
8001 | (PL)REMOVAL OF CLASS C PAVEMENT MARKERS | 890(A) 8702 | EA | 0.000 | 140.000 | 140.000 | $26.25 | $0.00 | $3,675.00 | |
8016 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS | 856(G) 8881 | EA | 0.000 | 4,313.000 | 4,313.000 | $3.68 | $0.00 | $15,871.84 | |
8017 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 1.000 | 1.000 | $13,904.80 | $0.00 | $13,904.80 | |
8022 | SAND FILLED IMPACT ATTEN.MODULE | 870(A) 8011 | EA | 0.000 | 80.000 | 80.000 | $291.42 | $0.00 | $23,313.60 | |
8025 | DEDUCTION FOR FAILING MATERIAL | 105 2275 | CY | 0.000 | -127.500 | -127.500 | $69.35 | $0.00 | $-8,842.13 | |
Subtotals For Category 0300/TRAFFIC CONTROL | $0.00 | $781,665.08 | ||||||||
Fed/State Project Number: IMY-0040-6(369)265 | Project: 20884(06) | Category: 0301/TRAFFIC SIGNING AND STRIPING | ||||||||
0057 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 6.070 | 2.940 | 2.940 | $309.31 | $0.00 | $909.37 | |
0058 | REINFORCING STEEL | 804(B) 2916 | LB | 978.000 | 476.000 | 476.000 | $1.03 | $0.00 | $490.28 | |
0059 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 108.000 | 103.000 | 103.000 | $12.37 | $0.00 | $1,274.11 | |
0060 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 131,303.000 | 125,318.000 | 125,318.000 | $0.41 | $0.00 | $51,380.38 | |
0061 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(6" WIDE) | 854(C) 8535 | LF | 38,688.000 | 33,891.000 | 33,891.000 | $0.62 | $0.00 | $21,012.42 | |
0062 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(8" WIDE) | 854(C) 8540 | LF | 1,750.000 | 3,272.000 | 3,272.000 | $1.03 | $0.00 | $3,370.16 | |
0063 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 19.000 | 16.000 | 16.000 | $128.93 | $0.00 | $2,062.88 | |
0064 | (PL)REMOVE & RESET GROUND MOUNTED SIGN | 890A/B 8760 | EA | 4.000 | 6.000 | 6.000 | $1,327.12 | $0.00 | $7,962.72 | |
Subtotals For Category 0301/TRAFFIC SIGNING AND STRIPING | $0.00 | $88,462.32 | ||||||||
Fed/State Project Number: IMY-0040-6(369)265 | Project: 20884(06) | Category: 0600/STAKING | ||||||||
0065 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $95,000.00 | $0.00 | $95,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $95,000.00 | ||||||||
Fed/State Project Number: IMY-0040-6(369)265 | Project: 20884(06) | Category: 0640/CONSTRUCTION | ||||||||
0066 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $2,500.00 | $0.00 | $2,500.00 | |
0067 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $7,500.00 | $0.00 | $7,500.00 | |
0068 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $525,000.00 | $0.00 | $525,000.00 | |
0069 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $35,000.00 | $0.00 | $35,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $570,000.00 | ||||||||
Fed/State Project Number: IMY-0040-6(369)265 | Project: 20884(06) | Category: 0900/FEDERAL NON PARTICIPATING | ||||||||
8024 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $24,294.00 | $24,294.00 | $24,294.00 |
Subtotals For Category 0900/FEDERAL NON PARTICIPATING | $24,294.00 | $24,294.00 | ||||||||
Subtotals For Project IMY-0040-6(369)265 /20884(06) | $24,294.00 | $14,316,870.98 |