Contract ID: | 100515 | Estimate Number: | 0021 , Final | Spec Year: | 2009 | |||
Primary JP: | 27054(04) | Residency: | DUNCAN (07100) | Contract No: | 611357 | |||
Date Created: | 02/18/2015 | Contractor FEI: | 430995985 | Account No: | 404700 |
Project Number(s): | SSP-116N(187)SS | ||||||||
Contract Description: | PAVEMENT REHABILITATION (P.C. CONCRETE) I-44: FROM 1.0 MILE SOUTH OF THE SH-7 EAST JUNCTION, EXTEND NORTH. PROJECT LENGTH = 2.547 MILES. | ||||||||
Primary County: | COMANCHE | ||||||||
Name of Road: | I-44 | ||||||||
Prime Contractor: | CHESTER BROSS CONSTRUCTION COMPANY/C.B. EQUIPMENT, INC. | Time Charged: | 242.00 | ||||||
6739 COUNTY ROAD 423 | Time Allowed: | 237.00 | |||||||
PALMYRA , KS 63461 | Percent Time: | 102.11 % |
Paid To Date: | $4,992,256.71 | Payable This Statement: | $-54.60 |
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. |
CHESTER BROSS CONSTRUCTION COMPANY/C.B. EQUIPMENT, INC. |
_________________________________________________ |
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: | 100515 | Estimate Number: | 0021 | Contract No: | 611357 | |||
Residency: | DUNCAN (07100) | Estimate Type: | Final | Account No: | 404700 | |||
Project Number(s): | SSP-116N(187)SS | ||||||||||||
Primary Job Piece No: | 27054(04) | ||||||||||||
Contract Description: | PAVEMENT REHABILITATION (P.C. CONCRETE) I-44: FROM 1.0 MILE SOUTH OF THE SH-7 EAST JUNCTION, EXTEND NORTH. PROJECT LENGTH = 2.547 MILES. | ||||||||||||
Primary County: | COMANCHE | ||||||||||||
Name of Road: | I-44 | ||||||||||||
Prime Contractor: | CHESTER BROSS CONSTRUCTION COMPANY/C.B. EQUIPMENT, INC. | ||||||||||||
6739 COUNTY ROAD 423 | |||||||||||||
PALMYRA , KS 63461 | |||||||||||||
Surety Company: | WESTERN SURETY COMPANY | ||||||||||||
Date Let: | 04/14/2011 | NTP Effective Date: | 09/06/2011 | Pay Period: | 10/16/2014 TO 11/30/2014 |
Date Awarded: | 05/02/2011 | Date Work Began: | 07/20/2011 | Original Contract Time: | 180 |
Date Contract Executed: | 05/18/2011 | Date Time Stopped: | 06/10/2013 | Current Time Charged: | 242.00 |
Date NTP Issued: | 05/31/2011 | Completion Date: | 06/10/2013 | Current Time Allowed: | 237.00 |
General Liability Expires: | 08/01/2014 | Workman's Comp Expires: | 08/01/2014 | Percent Time Used: | 102.11 % |
Specification Year: | 2009 | ||||
Bid Amount: | $4,736,418.47 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $5,035,341.68 | Participating: | $0.00 | $0.00 | $0.00 | ||
Percent Complete: | 99.14 % | Non Participating: | $5,035,341.73 | $5,035,396.33 | $-54.60 | ||
Unearned Balance: | $43,084.97 | Total Earnings: | $5,035,341.73 | $5,035,396.33 | $-54.60 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $5,035,341.73 | $5,035,396.33 | $-54.60 | ||||
Other Adjustments: | $6,914.98 | $6,914.98 | $0.00 | ||||
Liq Dam/Disincentive: | $-50,000.00 | $-50,000.00 | $0.00 | ||||
TOTAL: | $4,992,256.71 | $4,992,311.31 | $-54.60 |
Contract ID: | 100515 | Estimate Number: | 0021 | Primary JP: | 27054(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Re-shotblasting & Class C patches on Bridges | Approved | 10/04/2012 | 0.0 | $18,866.72 |
003 | Adds 23 days to the contract | Approved | 09/04/2013 | 23.0 | $0.00 |
004 | Adds Pay Items for Bridge C & D | Approved | 10/08/2013 | 34.0 | $231,528.99 |
005 | Adds CLSM to roadway items | Approved | 02/04/2014 | 0.0 | $12,009.38 |
006 | FINAL QUANTITY CHANGE ORDER | Approved | 12/09/2014 | 0.0 | $36,518.12 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
27054(04) | 0083 | Stockpiled Material Initial Payment | 0009 | $96,890.55 | |
27054(04) | 0083 | Stockpiled Material Adjustment | 0011 | $-63,397.00 | |
27054(04) | 0083 | Stockpiled Material Adjustment | 0012 | $-33,422.74 | |
27054(04) | 0083 | Stockpiled Material Closure | 0020 | $-70.81 | |
27054(04) | 0084 | Stockpiled Material Adjustment | 0012 | $-11,640.23 | |
27054(04) | 0084 | Stockpiled Material Initial Payment | 0009 | $11,640.23 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0008 | --11 | $1,000.00 | $-11,000.00 |
System Application of Liquidated Damages | 0009 | --7.0 | $1,000.00 | $-7,000.00 |
System Application of Liquidated Damages | 0010 | --14 | $1,000.00 | $-14,000.00 |
System Application of Liquidated Damages | 0011 | --15 | $1,000.00 | $-15,000.00 |
System Application of Liquidated Damages | 0012 | --15 | $1,000.00 | $-15,000.00 |
System Application of Liquidated Damages | 0018 | -23.0 | $1,000.00 | $23,000.00 |
System Application of Liquidated Damages | 0019 | -34.0 | $1,000.00 | $34,000.00 | Subtotals For Liquidated Damages | $-5,000.00 |
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 |
27054(04) | 0008 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 21.82 | $2.46 | $53.73 |
27054(04) | 0008 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 46.52 | $2.46 | $114.54 |
27054(04) | 0008 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 61.78 | $2.46 | $152.12 |
27054(04) | 0008 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 462.75 | $2.35 | $1,090.82 |
27054(04) | 0008 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | -21.82 | $4.98 | $-108.71 |
27054(04) | 0009 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 139.24 | $2.69 | $375.11 |
27054(04) | 0063 | DELIVER PORTABLE LONGITUDINAL BARRIER | * Material Discrepancy Adjustments | 0005 | 184.40 | $-23.10 | $-4,259.64 |
27054(04) | 0063 | DELIVER PORTABLE LONGITUDINAL BARRIER | * Material Discrepancy Adjustments | 0009 | 184.40 | $23.10 | $4,259.64 |
27054(04) | 0078 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 2,249.98 | $2.93 | $6,601.44 |
27054(04) | 0078 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 15.14 | $2.93 | $44.42 |
27054(04) | 0078 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 476.76 | $2.69 | $1,284.39 |
27054(04) | 0078 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0018 | -34.97 | $77.00 | $-2,692.88 | Subtotals For Line Item Adjustments | $6,914.98 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | Internal Milestone | 07/21/2011 | 02/01/2012 | 150.00 DYS | $1,000.00 | Y |
MILESTONE ADJUSTMENTS | |||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
01 | System Application of Disincentive Adj | 0007 | $-28,000.00 |
01 | System Application of Disincentive Adj | 0008 | $-16,000.00 |
01 | System Application of Disincentive Adj | 0009 | $-1,000.00 | Subtotals For Milestones | $-45,000.00 |
Contract ID: | 100515 | Estimate Number: | 0021 | Primary JP: | 27054(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: SSP-116N(187)SS | Project: 27054(04) | Category: / | ||||||||
Subtotals For Category / | $0.00 | $0.00 | ||||||||
Fed/State Project Number: SSP-116N(187)SS | Project: 27054(04) | Category: 0100/ROADWAY | ||||||||
0001 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 1,500.000 | 1,500.000 | 1,500.000 | $12.95 | $0.00 | $19,425.00 | |
0002 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,000.000 | 0.000 | 0.000 | $1.65 | $0.00 | $0.00 | |
0003 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 11.000 | 10.000 | 10.000 | $183.75 | $0.00 | $1,837.50 | |
0004 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 1,000.000 | 168.000 | 168.000 | $6.85 | $0.00 | $1,150.80 | |
0005 | SOLID SLAB SODDING | 230(A) 2806 | SY | 20,338.000 | 107,110.100 | 107,110.100 | $1.35 | $0.00 | $144,598.64 | |
0006 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 40,599.000 | 11,132.220 | 11,132.220 | $1.20 | $0.00 | $13,358.67 | |
0007 | PRIME COAT | 408 5774 | GAL | 96.000 | 90.000 | 90.000 | $4.20 | $0.00 | $378.00 | |
0008 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 1,347.000 | 571.050 | 571.050 | $102.00 | $0.00 | $58,247.10 | |
0009 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 77.000 | 139.240 | 139.240 | $122.00 | $0.00 | $16,987.28 | |
0010 | COLD MILLING PAVEMENT | 412 5267 | SY | 29,920.000 | 28,242.220 | 28,242.220 | $1.65 | $0.00 | $46,599.66 | |
0011 | RUMBLE STRIP-METHOD PCC-CON | 413(C) 4868 | LF | 53,017.000 | 42,634.000 | 42,634.000 | $0.44 | $0.00 | $18,758.96 | |
0012 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 40,599.000 | 39,456.000 | 39,456.000 | $5.50 | $0.00 | $217,008.01 | |
0013 | FULL DEPTH P.C. CONCRETE PATCHING(PLACEMENT ONLY) | 414(E) 0225 | SY | 8,498.000 | 10,416.600 | 10,416.600 | $50.00 | $0.00 | $520,830.00 | |
0014 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 9,444.000 | 9,720.110 | 9,720.110 | $107.00 | $0.00 | $1,040,051.77 | |
0015 | CONCRETE JOINT SEALING | 415 6300 | LF | 78,662.000 | 82,670.810 | 82,670.810 | $1.30 | $0.00 | $107,472.06 | |
0016 | DOWEL BAR RETROFIT | 416 0100 | EA | 23,889.000 | 19,362.000 | 19,362.000 | $26.50 | $0.00 | $513,093.00 | |
0017 | DIAMOND GRINDING CONCRETE PAVEMENT | 425 5195 | SY | 80,174.000 | 77,047.090 | 77,047.090 | $2.15 | $0.00 | $165,651.24 | |
0018 | CLASS AA CONCRETE | 509(A) 0319 | CY | 92.000 | 99.940 | 99.940 | $525.00 | $0.00 | $52,468.50 | |
0019 | EPOXY COATED REINFORCING STEEL | 511(B) 4269 | LB | 13,020.000 | 13,028.000 | 13,028.000 | $1.45 | $0.00 | $18,890.60 | |
0020 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 8,018.000 | 10,416.600 | 10,416.600 | $49.50 | $0.00 | $515,621.71 | |
0021 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 11,680.000 | 13,616.540 | 13,616.540 | $3.80 | $0.00 | $51,742.85 | |
0022 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 528.000 | 682.000 | 682.000 | $3.15 | $0.00 | $2,148.30 | |
0023 | SAWING PAVEMENT | 619(C) 0924 | LF | 5,013.000 | 3,736.000 | 3,736.000 | $3.50 | $0.00 | $13,076.00 | |
0024 | (PL)GUARDRAIL CURBING | 623 0100 | EA | 2.000 | 2.000 | 2.000 | $691.00 | $0.00 | $1,382.00 | |
0025 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 500.000 | 575.000 | 575.000 | $19.75 | $0.00 | $11,356.25 | |
0026 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 2.000 | 3.000 | 3.000 | $2,310.00 | $0.00 | $6,930.00 | |
0027 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 2.000 | 3.000 | 3.000 | $1,470.00 | $0.00 | $4,410.00 | |
0028 | REMOVAL OF CLASS C PAVEMENT MARKERS | 805(A) 8702 | EA | 300.000 | 330.000 | 330.000 | $15.65 | $0.00 | $5,164.50 | |
0029 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 14.000 | 0.000 | 0.000 | $8.40 | $0.00 | $0.00 | |
8130 | CLSM BACKFILL | 501(G) 6309 | CY | 0.000 | 45.750 | 45.750 | $262.50 | $0.00 | $12,009.38 | |
Subtotals For Category 0100/ROADWAY | $0.00 | $3,580,647.78 | ||||||||
Fed/State Project Number: SSP-116N(187)SS | Project: 27054(04) | Category: 0200/BRIDGE 'A' | ||||||||
0030 | CLSM BACKFILL | 501(G) 6309 | CY | 15.000 | 38.320 | 38.320 | $262.50 | $0.00 | $10,059.00 | |
0031 | MULTIPLE LAYER POLYMER CONCRETE OVERLAY | 505(C) 6075 | SY | 900.000 | 899.890 | 899.890 | $42.00 | $0.00 | $37,795.38 | |
0032 | CLASS AA CONCRETE | 509(A) 1326 | CY | 91.800 | 91.180 | 91.180 | $682.50 | $0.00 | $62,230.36 | |
0033 | CLASS C CONCRETE | 509(D) 1331 | CY | 10.000 | 2.790 | 0.000 | 2.790 | $918.75 | $0.00 | $2,563.31 |
0034 | REINFORCING STEEL | 511(A) 1332 | LB | 12,900.000 | 12,888.000 | 12,888.000 | $1.05 | $0.00 | $13,532.40 | |
0035 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 5,300.000 | 5,289.000 | 5,289.000 | $1.45 | $0.00 | $7,669.05 | |
0036 | CLASS B BRIDGE DECK REPAIR | 513(B) 6019 | SY | 20.000 | 24.360 | 24.360 | $94.50 | $0.00 | $2,302.03 | |
0037 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $15,855.00 | $0.00 | $15,855.00 | |
0038 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 2.000 | 2.000 | 2.000 | $1,470.00 | $0.00 | $2,940.00 | |
8000 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $5,124.17 | $0.00 | $5,124.17 | |
8010 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $10,533.68 | $0.00 | $10,533.68 | |
8020 | CLASS C BRIDGE DECK REPAIR | 513(C) 6020 | SY | 0.000 | 2.620 | 2.620 | $1,224.76 | $0.00 | $3,208.87 | |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $173,813.25 | ||||||||
Fed/State Project Number: SSP-116N(187)SS | Project: 27054(04) | Category: 0201/BRIDGE 'B' | ||||||||
0039 | CLSM BACKFILL | 501(G) 6309 | CY | 15.000 | 60.800 | 60.800 | $262.50 | $0.00 | $15,960.00 | |
0040 | MULTIPLE LAYER POLYMER CONCRETE OVERLAY | 505(C) 6075 | SY | 900.000 | 899.890 | 899.890 | $42.00 | $0.00 | $37,795.38 | |
0041 | CLASS AA CONCRETE | 509(A) 1326 | CY | 91.700 | 91.510 | -0.080 | 91.510 | $682.50 | $-54.60 | $62,455.58 |
0042 | CLASS C CONCRETE | 509(D) 1331 | CY | 10.000 | 0.000 | 0.000 | $919.00 | $0.00 | $0.00 | |
0043 | REINFORCING STEEL | 511(A) 1332 | LB | 12,880.000 | 12,873.000 | 12,873.000 | $1.05 | $0.00 | $13,516.65 | |
0044 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 5,300.000 | 5,289.000 | 5,289.000 | $1.45 | $0.00 | $7,669.05 | |
0045 | CLASS B BRIDGE DECK REPAIR | 513(B) 6019 | SY | 20.000 | 23.480 | 23.480 | $94.50 | $0.00 | $2,218.86 | |
0046 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $15,855.00 | $0.00 | $15,855.00 | |
0047 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 2.000 | 2.000 | 2.000 | $1,470.00 | $0.00 | $2,940.00 | |
Subtotals For Category 0201/BRIDGE 'B' | $-54.60 | $158,410.52 | ||||||||
Fed/State Project Number: SSP-116N(187)SS | Project: 27054(04) | Category: 0202/BRIDGE C | ||||||||
8030 | CLASS AA CONCRETE | 509(A) 1326 | CY | 0.000 | 70.280 | 70.280 | $682.50 | $0.00 | $47,966.10 | |
8040 | REINFORCING STEEL | 511(A) 1332 | LB | 0.000 | 6,080.000 | 6,080.000 | $1.05 | $0.00 | $6,384.00 | |
8050 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 0.000 | 1.000 | 1.000 | $15,855.00 | $0.00 | $15,855.00 | |
8060 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 50.000 | 50.000 | $3.68 | $0.00 | $184.00 | |
Subtotals For Category 0202/BRIDGE C | $0.00 | $70,389.10 | ||||||||
Fed/State Project Number: SSP-116N(187)SS | Project: 27054(04) | Category: 0203/BRIDGE D | ||||||||
8080 | CLASS AA CONCRETE | 509(A) 1326 | CY | 0.000 | 70.270 | 70.270 | $682.50 | $0.00 | $47,959.28 | |
8090 | REINFORCING STEEL | 511(A) 1332 | LB | 0.000 | 6,080.000 | 6,080.000 | $1.05 | $0.00 | $6,384.00 | |
8100 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 0.000 | 1.000 | 1.000 | $15,855.00 | $0.00 | $15,855.00 | |
8110 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 50.000 | 50.000 | $3.68 | $0.00 | $184.00 | |
Subtotals For Category 0203/BRIDGE D | $0.00 | $70,382.28 | ||||||||
Fed/State Project Number: SSP-116N(187)SS | Project: 27054(04) | Category: 0300/TRAFFIC SIGNING | ||||||||
0048 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 1,197.780 | 1,061.820 | 1,061.820 | $12.60 | $0.00 | $13,378.93 | |
0049 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 2,225.500 | 2,209.500 | 2,209.500 | $21.00 | $0.00 | $46,399.50 | |
0050 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 105.000 | 74.420 | 74.420 | $16.80 | $0.00 | $1,250.26 | |
0051 | 6"@15 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3207 | LF | 539.800 | 536.000 | 536.000 | $20.00 | $0.00 | $10,720.00 | |
0052 | 6"@20 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3208 | LF | 176.850 | 74.920 | 74.920 | $25.20 | $0.00 | $1,887.98 | |
0053 | 8"@31 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3210 | LF | 60.050 | 59.670 | 59.670 | $37.80 | $0.00 | $2,255.53 | |
0054 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 336.000 | 112.500 | 112.500 | $12.60 | $0.00 | $1,417.50 | |
0055 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 261.000 | 129.920 | 129.920 | $17.85 | $0.00 | $2,319.07 | |
0056 | 4"@10.79 GALV.STEEL PIPE POST | 851(B) 3220 | LF | 160.000 | 109.500 | 109.500 | $18.90 | $0.00 | $2,069.55 | |
0057 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 908.000 | 637.980 | 637.980 | $7.35 | $0.00 | $4,689.15 | |
0058 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 55,320.000 | 57,340.090 | 57,340.090 | $0.57 | $0.00 | $32,683.85 | |
0059 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 17,160.000 | 15,240.000 | 15,240.000 | $0.74 | $0.00 | $11,277.60 | |
0060 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 3,200.000 | 10,961.860 | 10,961.860 | $0.95 | $0.00 | $10,413.77 | |
Subtotals For Category 0300/TRAFFIC SIGNING | $0.00 | $140,762.69 | ||||||||
Fed/State Project Number: SSP-116N(187)SS | Project: 27054(04) | Category: 0301/TRAFFIC CONTROL | ||||||||
0061 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 15,000.000 | 0.000 | 0.000 | $0.42 | $0.00 | $0.00 | |
0062 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 180.000 | 367.000 | 367.000 | $52.50 | $0.00 | $19,267.50 | |
0063 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 825.000 | 922.000 | 922.000 | $23.10 | $0.00 | $21,298.20 | |
0064 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 825.000 | 864.000 | 864.000 | $6.30 | $0.00 | $5,443.20 | |
0065 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 360.000 | 323.000 | 323.000 | $2.10 | $0.00 | $678.30 | |
0066 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 3,600.000 | 1,775.000 | 1,775.000 | $1.05 | $0.00 | $1,863.75 | |
0067 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 2,160.000 | 2,737.000 | 2,737.000 | $2.10 | $0.00 | $5,747.70 | |
0068 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 3,600.000 | 4,368.000 | 4,368.000 | $2.30 | $0.00 | $10,046.40 | |
0069 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,880.000 | 1,634.000 | 1,634.000 | $0.05 | $0.00 | $81.70 | |
0070 | WING BARRICADES | 880(C) 8848 | SD | 720.000 | 800.000 | 800.000 | $0.05 | $0.00 | $40.00 | |
0071 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 9,360.000 | 4,815.000 | 4,815.000 | $0.05 | $0.00 | $240.75 | |
0072 | DRUMS | 880(F) 8878 | SD | 5,400.000 | 7,180.000 | 7,180.000 | $0.32 | $0.00 | $2,297.60 | |
0073 | CHANNELIZER CONES | 880(G) 8890 | SD | 21,600.000 | 53,820.000 | 53,820.000 | $0.32 | $0.00 | $17,222.40 | |
0074 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 500.000 | 406.200 | 406.200 | $59.50 | $0.00 | $24,168.90 | |
0075 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 360.000 | 331.000 | 331.000 | $15.75 | $0.00 | $5,213.25 | |
Subtotals For Category 0301/TRAFFIC CONTROL | $0.00 | $113,609.65 | ||||||||
Fed/State Project Number: SSP-116N(187)SS | Project: 27054(04) | Category: 0304/CABLE BARRIER | ||||||||
0076 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 1,430.000 | 1,430.000 | 1,430.000 | $14.30 | $0.00 | $20,449.00 | |
0077 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 1,310.000 | 1,310.000 | 1,310.000 | $11.00 | $0.00 | $14,410.00 | |
0078 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 2,702.000 | 2,741.880 | 2,741.880 | $77.00 | $0.00 | $211,124.76 | |
0079 | CLASS AA CONCRETE | 509(A) 0319 | CY | 157.000 | 150.880 | 150.880 | $157.50 | $0.00 | $23,763.60 | |
0080 | CLASS C CONCRETE | 509(D) 0325 | CY | 147.000 | 74.650 | 74.650 | $290.00 | $0.00 | $21,648.50 | |
0081 | INLET ADJUST TO GRADE | 612(C) 0645 | EA | 9.000 | 9.000 | 9.000 | $1,750.00 | $0.00 | $15,750.00 | |
0082 | REMOVAL OF CONCRETE DITCH LINER | 619(B) 5881 | LF | 3,994.000 | 4,744.000 | 4,744.000 | $4.70 | $0.00 | $22,296.80 | |
0083 | HIGH-TENSION CABLE BARRIER(TL-4) | 628(B) 5125 | LF | 13,683.000 | 13,673.000 | 13,673.000 | $10.60 | $0.00 | $144,933.80 | |
0084 | END ANCHORS | 628(C) 5110 | EA | 10.000 | 10.000 | 10.000 | $4,200.00 | $0.00 | $42,000.00 | |
0085 | CABLE BARRIER TENSION METER | 628(E) 5175 | EA | 1.000 | 1.000 | 1.000 | $3,150.00 | $0.00 | $3,150.00 | |
Subtotals For Category 0304/CABLE BARRIER | $0.00 | $519,526.46 | ||||||||
Fed/State Project Number: SSP-116N(187)SS | Project: 27054(04) | Category: 0640/CONSTRUCTION | ||||||||
0086 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $2,800.00 | $0.00 | $2,800.00 | |
0087 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $195,000.00 | $0.00 | $195,000.00 | |
8120 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $207,800.00 | ||||||||
Subtotals For Project SSP-116N(187)SS /27054(04) | $-54.60 | $5,035,341.73 |