Contract ID: | 120009 | Estimate Number: | 0029 , Final | Spec Year: | 2009 | |||
Primary JP: | 24282(04) | Residency: | JACOBS (03004) | Contract No: | 710987 | |||
Date Created: | 07/12/2017 | Contractor FEI: | 731250477 | Account No: | 400350 |
Project Number(s): | STP-114A(197)AG, HSIPY-114A(243)TR | ||||||||
Contract Description: | INTERSECTION MODIFICATION AND TRAFFIC SIGNALS CITY STREETS: AT THE INTERSECTION OF US-77H AND ROBINSON AVENUE, IN THE CITY OF NORMAN. PROJECT LENGTH = 0.779 MILES. | ||||||||
Primary County: | CLEVELAND | ||||||||
Name of Road: | CITY STREETS | ||||||||
Prime Contractor: | MARKWELL PAVING COMPANY, INC. | Time Charged: | 338.00 | ||||||
P.O. BOX 82005 | Time Allowed: | 239.00 | |||||||
OKLAHOMA CITY , OK 73148 | Percent Time: | 141.42 % |
Paid To Date: | $2,122,996.99 | Payable This Statement: | $22.69 |
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. |
MARKWELL PAVING COMPANY, 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: | 120009 | Estimate Number: | 0029 | Contract No: | 710987 | |||
Residency: | JACOBS (03004) | Estimate Type: | Final | Account No: | 400350 | |||
Project Number(s): | STP-114A(197)AG, HSIPY-114A(243)TR | ||||||||||||
Primary Job Piece No: | 24282(04) | ||||||||||||
Contract Description: | INTERSECTION MODIFICATION AND TRAFFIC SIGNALS CITY STREETS: AT THE INTERSECTION OF US-77H AND ROBINSON AVENUE, IN THE CITY OF NORMAN. PROJECT LENGTH = 0.779 MILES. | ||||||||||||
Primary County: | CLEVELAND | ||||||||||||
Name of Road: | CITY STREETS | ||||||||||||
Prime Contractor: | MARKWELL PAVING COMPANY, INC. | ||||||||||||
P.O. BOX 82005 | |||||||||||||
OKLAHOMA CITY , OK 73148 | |||||||||||||
Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
Date Let: | 02/16/2012 | NTP Effective Date: | 06/19/2012 | Pay Period: | 03/01/2017 TO 05/25/2017 |
Date Awarded: | 03/05/2012 | Date Work Began: | 06/04/2012 | Original Contract Time: | 180 |
Date Contract Executed: | 03/15/2012 | Date Time Stopped: | 09/23/2014 | Current Time Charged: | 338.00 |
Date NTP Issued: | 03/22/2012 | Completion Date: | 09/23/2014 | Current Time Allowed: | 239.00 |
General Liability Expires: | 04/01/2018 | Workman's Comp Expires: | 04/01/2018 | Percent Time Used: | 141.42 % |
Specification Year: | 2009 | ||||
Bid Amount: | $1,982,395.61 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $2,216,182.63 | Participating: | $2,192,066.57 | $2,192,066.57 | $0.00 | ||
Percent Complete: | 95.80 % | Non Participating: | $10,824.60 | $10,824.60 | $0.00 | ||
Unearned Balance: | $93,185.64 | Total Earnings: | $2,202,891.17 | $2,202,891.17 | $0.00 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $2,202,891.17 | $2,202,891.17 | $0.00 | ||||
Other Adjustments: | $-5,644.18 | $-5,666.87 | $22.69 | ||||
Liq Dam/Disincentive: | $-74,250.00 | $-74,250.00 | $0.00 | ||||
TOTAL: | $2,122,996.99 | $2,122,974.30 | $22.69 |
Contract ID: | 120009 | Estimate Number: | 0029 | Primary JP: | 24282(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Additional Time/Uncl. Exc./HES Portland Cement | Approved | 03/05/2013 | 22.0 | $55,006.00 |
002 | Change Order | Approved | 11/09/2015 | 0.0 | $178,781.02 |
003 | Final Quantity Change Order | Approved | 04/01/2016 | 0.0 | $-13,291.48 |
004 | Add time due to utility conflicts | Approved | 09/09/2016 | 37.0 | $0.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
No material stockpiles have been created for this contract. | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0013 | --15 | $750.00 | $-11,250.00 |
System Application of Liquidated Damages | 0014 | --9.0 | $750.00 | $-6,750.00 |
System Application of Liquidated Damages | 0015 | --15 | $750.00 | $-11,250.00 |
System Application of Liquidated Damages | 0016 | --16 | $750.00 | $-12,000.00 |
System Application of Liquidated Damages | 0017 | --15 | $750.00 | $-11,250.00 |
System Application of Liquidated Damages | 0018 | --5.0 | $750.00 | $-3,750.00 |
System Application of Liquidated Damages | 0019 | -9.0 | $750.00 | $6,750.00 |
System Application of Liquidated Damages | 0020 | --15 | $750.00 | $-11,250.00 |
System Application of Liquidated Damages | 0021 | --10 | $750.00 | $-7,500.00 |
System Application of Liquidated Damages | 0022 | --12 | $750.00 | $-9,000.00 |
System Application of Liquidated Damages | 0023 | --13 | $750.00 | $-9,750.00 |
System Application of Liquidated Damages | 0027 | --20 | $750.00 | $-15,000.00 |
System Application of Liquidated Damages | 0028 | -37.0 | $750.00 | $27,750.00 | Subtotals For Liquidated Damages | $-74,250.00 |
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 |
24282(04) | 0009 | SUPERPAVE, TYPE S3(PG 70-28 OK) | * Asphalt Binder Adjustment | 0027 | 0.00 | $0.00 | $1,978.99 |
24282(04) | 0009 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0027 | 339.29 | $-5.83 | $-1,978.99 |
24282(04) | 0010 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0027 | 0.00 | $0.00 | $326.87 |
24282(04) | 0010 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0027 | 56.04 | $-5.83 | $-326.87 |
24282(04) | 0011 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0027 | 0.00 | $0.00 | $-2,846.57 |
24282(04) | 0011 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * Asphalt Binder Adjustment | 0027 | 0.00 | $0.00 | $4,216.71 |
24282(04) | 0011 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0027 | 632.57 | $-6.66 | $-4,216.71 |
26475(04) | 0059 | TEMPORARY SILT FENCE | * Missing Material Certification | 0019 | -1,248.00 | $2.10 | $-2,620.80 |
26475(04) | 0059 | TEMPORARY SILT FENCE | * Missing Material Certification | 0025 | 1,248.00 | $2.10 | $2,620.80 |
26475(04) | 0061 | SOLID SLAB SODDING | * Missing Material Certification | 0019 | -4,614.40 | $1.65 | $-7,613.76 |
26475(04) | 0061 | SOLID SLAB SODDING | * Missing Material Certification | 0025 | 4,614.40 | $1.65 | $7,613.76 |
26475(04) | 0067 | SUPERPAVE, TYPE S3(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0027 | 0.00 | $0.00 | $-190.86 |
26475(04) | 0068 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 619.51 | $1.42 | $881.41 |
26475(04) | 0068 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 339.46 | $0.37 | $126.53 |
26475(04) | 0068 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 156.61 | $0.37 | $58.38 |
26475(04) | 0068 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0027 | 0.00 | $0.00 | $-3,695.69 |
26475(04) | 0068 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0029 | 0.00 | $0.00 | $1,088.94 |
26475(04) | 0068 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0029 | 0.00 | $0.00 | $-1,066.25 |
26475(04) | 0069 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0027 | 0.01 | $-6.66 | $-0.07 | Subtotals For Line Item Adjustments | $-5,644.18 | * = 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: | 120009 | Estimate Number: | 0029 | Primary JP: | 24282(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: STP-114A(197)AG | Project: 24282(04) | Category: 0100/ROADWAY - STP-114A(197)AG | ||||||||
0001 | MACHINE GRADING | 209 0120 | LF | 1,470.000 | 1,470.000 | 1,470.000 | $18.00 | $0.00 | $26,460.00 | |
0002 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 7.000 | 0.000 | 0.000 | $220.00 | $0.00 | $0.00 | |
0003 | SOLID SLAB SODDING | 230(A) 2806 | SY | 4,323.000 | 4,474.000 | 4,474.000 | $1.65 | $0.00 | $7,382.10 | |
0004 | FLY ASH | 307(A) 4200 | TON | 150.000 | 674.980 | 674.980 | $70.00 | $0.00 | $47,248.60 | |
0005 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 11,194.000 | 10,352.400 | 10,352.400 | $2.00 | $0.00 | $20,704.80 | |
0006 | TRAFFIC BOUND SURFACE COURSE TYPE A | 402(A) 0217 | TON | 233.000 | 609.370 | 609.370 | $30.00 | $0.00 | $18,281.10 | |
0007 | TACK COAT | 407(B) 0250 | GAL | 897.000 | 1,225.000 | 1,225.000 | $2.00 | $0.00 | $2,450.00 | |
0008 | PRIME COAT | 408 5774 | GAL | 2,351.000 | 0.000 | 0.000 | $2.00 | $0.00 | $0.00 | |
0009 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 948.000 | 1,281.240 | 1,281.240 | $62.40 | $0.00 | $79,949.38 | |
0010 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 2,484.000 | 2,318.960 | 2,318.960 | $55.00 | $0.00 | $127,542.80 | |
0011 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 632.000 | 632.570 | 632.570 | $75.00 | $0.00 | $47,442.75 | |
0012 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 4,218.000 | 4,089.950 | 4,089.950 | $19.50 | $0.00 | $79,754.04 | |
0013 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 1,172.000 | 1,136.100 | 1,136.100 | $115.00 | $0.00 | $130,651.50 | |
0014 | CLASS A CONCRETE, SMALL STRUCTURES | 509(C) 0322 | CY | 3.120 | 3.640 | 3.640 | $475.00 | $0.00 | $1,729.00 | |
0015 | CONCRETE CURB (8" BARRIER-INTEGRAL) | 609(A) 0380 | LF | 1,265.000 | 762.000 | 762.000 | $6.50 | $0.00 | $4,953.00 | |
0016 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 4,205.000 | 2,247.000 | 2,247.000 | $16.00 | $0.00 | $35,952.00 | |
0017 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 1,225.000 | 1,185.220 | 1,185.220 | $40.25 | $0.00 | $47,705.11 | |
0018 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 791.000 | 799.150 | 799.150 | $42.30 | $0.00 | $33,804.04 | |
0019 | 8" CONCRETE DRIVEWAY | 610(B) 5016 | SY | 371.000 | 334.380 | 334.380 | $48.00 | $0.00 | $16,050.24 | |
0020 | TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 202.000 | 220.000 | 220.000 | $22.00 | $0.00 | $4,840.00 | |
0021 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 5.000 | 5.000 | 5.000 | $1,100.00 | $0.00 | $5,500.00 | |
0022 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 2.990 | 2.990 | 2.990 | $1.10 | $0.00 | $3.29 | |
0023 | INLET CI DES. 2 (STD) | 611(G) 5112 | EA | 1.000 | 1.000 | 1.000 | $2,060.00 | $0.00 | $2,060.00 | |
0024 | INLET CI DES. 2 (D) | 611(G) 5115 | EA | 3.000 | 3.000 | 3.000 | $3,285.00 | $0.00 | $9,855.00 | |
0025 | INLET CI DES. 3 (D) | 611(G) 5122 | EA | 1.000 | 1.000 | 1.000 | $4,065.00 | $0.00 | $4,065.00 | |
0026 | INLET W/SMALL JCT. BOX, CI, DES.2(D) | 611(G) 5974 | EA | 1.000 | 1.000 | 1.000 | $3,990.00 | $0.00 | $3,990.00 | |
0027 | INLET W/SMALL JCT. BOX, CI, DES.2(2B) | 611(G) 5976 | EA | 1.000 | 1.000 | 1.000 | $4,235.00 | $0.00 | $4,235.00 | |
0028 | ADD'L DEPTH IN INLET CI DES. 2 | 611(H) 5325 | VF | 5.980 | 5.980 | 5.980 | $300.00 | $0.00 | $1,794.00 | |
0029 | ADD'L DEPTH IN INLET CI DES. 3 | 611(H) 5330 | VF | 2.860 | 2.860 | 2.860 | $360.00 | $0.00 | $1,029.60 | |
0030 | ADD'L DEPTH IN INLET W/SJB, CI, DES. 2(D) | 611(H) 5974 | VF | 0.600 | 0.600 | 0.600 | $690.00 | $0.00 | $414.00 | |
0031 | ADD'L DEPTH IN INLET W/SJB, CI, DES. 2(2B) | 611(H) 5976 | VF | 1.410 | 0.600 | 0.600 | $385.00 | $0.00 | $231.00 | |
0032 | JUNCTION BOXES | 611(L) 0487 | CF | 138.670 | 119.970 | 119.970 | $74.00 | $0.00 | $8,877.78 | |
0033 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 2.000 | 2.000 | 2.000 | $165.00 | $0.00 | $330.00 | |
0034 | VALVE BOXES ADJUST TO GRADE | 612(E) 0647 | EA | 21.000 | 6.000 | 6.000 | $110.00 | $0.00 | $660.00 | |
0035 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 98.000 | 90.000 | 90.000 | $38.00 | $0.00 | $3,420.00 | |
0036 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 318.000 | 317.000 | 317.000 | $44.25 | $0.00 | $14,027.25 | |
0037 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 1,278.000 | 1,300.000 | 1,300.000 | $53.25 | $0.00 | $69,225.00 | |
0038 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0039 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 2,967.000 | 2,788.000 | 2,788.000 | $5.00 | $0.00 | $13,940.00 | |
0040 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 3,501.000 | 3,866.090 | 3,866.090 | $5.00 | $0.00 | $19,330.45 | |
0041 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 5,616.000 | 5,871.360 | 5,871.360 | $3.00 | $0.00 | $17,614.08 | |
0042 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 1,887.000 | 1,008.510 | 1,008.510 | $5.00 | $0.00 | $5,042.55 | |
0043 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 1,067.000 | 221.670 | 221.670 | $5.00 | $0.00 | $1,108.35 | |
0044 | SAWING PAVEMENT | 619(C) 0924 | LF | 1,708.000 | 697.000 | 697.000 | $3.00 | $0.00 | $2,091.00 | |
0045 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 12.000 | 11.000 | 11.000 | $275.00 | $0.00 | $3,025.00 | |
8003 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 0.000 | 1,400.000 | 1,400.000 | $5.54 | $0.00 | $7,756.00 | |
Subtotals For Category 0100/ROADWAY - STP-114A(197)AG | $0.00 | $937,524.81 | ||||||||
Fed/State Project Number: STP-114A(197)AG | Project: 24282(04) | Category: 0300/TRAFFIC SIGNING & STRIPING - STP-114A(197)AG | ||||||||
0046 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 16.000 | 0.000 | 0.000 | $161.00 | $0.00 | $0.00 | |
0047 | 2"@3.65 GALV.STEEL PIPE POST | 851(B) 3216 | LF | 193.000 | 0.000 | 0.000 | $10.35 | $0.00 | $0.00 | |
0048 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 2,540.000 | 2,236.000 | 2,236.000 | $0.46 | $0.00 | $1,028.56 | |
0049 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 1,435.000 | 1,238.000 | 1,238.000 | $0.46 | $0.00 | $569.48 | |
0050 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 720.000 | 770.000 | 770.000 | $0.58 | $0.00 | $446.60 | |
0051 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 165.000 | 144.000 | 144.000 | $1.15 | $0.00 | $165.60 | |
0052 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 145.000 | 224.000 | 224.000 | $4.60 | $0.00 | $1,030.40 | |
0053 | TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | 856(B) 8860 | EA | 3.000 | 3.000 | 3.000 | $92.00 | $0.00 | $276.00 | |
0054 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 4,880.000 | 835.000 | 835.000 | $0.14 | $0.00 | $116.90 | |
0055 | PAVEMENT MARKERS CLASS C TYPE 2-C | 858(A) 8947 | EA | 45.000 | 0.000 | 0.000 | $18.40 | $0.00 | $0.00 | |
0056 | PAVEMENT MARKERS CLASS C TYPE 2-D | 858(A) 8950 | EA | 60.000 | 0.000 | 0.000 | $18.40 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC SIGNING & STRIPING - STP-114A(197)AG | $0.00 | $3,633.54 | ||||||||
Fed/State Project Number: STP-114A(197)AG | Project: 24282(04) | Category: 0900/NON-PARTICIPATING - STP-114A(197)AG | ||||||||
0057 | MANHOLE (6' DIAMETER) | 611(A) 2659 | EA | 3.000 | 3.000 | 3.000 | $3,025.00 | $0.00 | $9,075.00 | |
Subtotals For Category 0900/NON-PARTICIPATING - STP-114A(197)AG | $0.00 | $9,075.00 | ||||||||
Fed/State Project Number: STP-114A(197)AG | Project: 24282(04) | Category: 0901/FEDERAL NON PARTICIPATING | ||||||||
8005 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 0.000 | 58.410 | 58.410 | $10.00 | $0.00 | $584.10 | |
Subtotals For Category 0901/FEDERAL NON PARTICIPATING | $0.00 | $584.10 | ||||||||
Subtotals For Project STP-114A(197)AG /24282(04) | $0.00 | $950,817.45 |
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: HSIPY-114A(243)TR | Project: 26475(04) | Category: 0100/ROADWAY - HSIPY-114A(243)TR | ||||||||
0058 | MACHINE GRADING | 209 0120 | LF | 2,651.000 | 2,651.000 | 2,651.000 | $10.00 | $0.00 | $26,510.00 | |
0059 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 2,526.000 | 3,725.000 | 3,725.000 | $2.10 | $0.00 | $7,822.50 | |
0060 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 4.000 | 0.000 | 0.000 | $220.00 | $0.00 | $0.00 | |
0061 | SOLID SLAB SODDING | 230(A) 2806 | SY | 3,807.000 | 4,681.070 | 4,681.070 | $1.65 | $0.00 | $7,723.76 | |
0062 | FLY ASH | 307(A) 4200 | TON | 75.000 | 201.930 | 201.930 | $70.00 | $0.00 | $14,135.10 | |
0063 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 5,558.000 | 7,374.230 | 7,374.230 | $2.00 | $0.00 | $14,748.46 | |
0064 | TRAFFIC BOUND SURFACE COURSE TYPE A | 402(A) 0217 | TON | 32.000 | 0.000 | 0.000 | $30.00 | $0.00 | $0.00 | |
0065 | TACK COAT | 407(B) 0250 | GAL | 189.000 | 250.000 | 250.000 | $2.00 | $0.00 | $500.00 | |
0066 | PRIME COAT | 408 5774 | GAL | 1,168.000 | 0.000 | 0.000 | $2.00 | $0.00 | $0.00 | |
0067 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 190.000 | 152.930 | 152.930 | $62.40 | $0.00 | $9,542.83 | |
0068 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 771.000 | 1,430.410 | 0.000 | 1,430.410 | $55.00 | $0.00 | $78,672.55 |
0069 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 127.000 | 287.380 | 0.000 | 287.380 | $75.00 | $0.00 | $21,553.50 |
0070 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 3,501.000 | 4,985.170 | 4,985.170 | $18.80 | $0.00 | $93,721.20 | |
0071 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 973.000 | 1,385.530 | 1,385.530 | $119.00 | $0.00 | $164,878.07 | |
0072 | CLASS A CONCRETE, SMALL STRUCTURES | 509(C) 0322 | CY | 4.640 | 5.460 | 5.460 | $425.00 | $0.00 | $2,320.50 | |
0073 | CONCRETE CURB (8" BARRIER-INTEGRAL) | 609(A) 0380 | LF | 2,413.000 | 2,492.000 | 2,492.000 | $6.60 | $0.00 | $16,447.20 | |
0074 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 866.000 | 863.000 | 863.000 | $14.60 | $0.00 | $12,599.80 | |
0075 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 1,294.000 | 1,471.220 | 1,471.220 | $40.00 | $0.00 | $58,848.80 | |
0076 | 8" CONCRETE DRIVEWAY | 610(B) 5016 | SY | 226.000 | 231.150 | 231.150 | $48.00 | $0.00 | $11,095.20 | |
0077 | TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 95.000 | 70.000 | 70.000 | $22.00 | $0.00 | $1,540.00 | |
0078 | INLET CI DES. 2 (STD) | 611(G) 5112 | EA | 2.000 | 2.000 | 2.000 | $2,060.00 | $0.00 | $4,120.00 | |
0079 | INLET CI DES. 2 (B) | 611(G) 5113 | EA | 1.000 | 1.000 | 1.000 | $3,050.00 | $0.00 | $3,050.00 | |
0080 | INLET CI DES. 2 (D) | 611(G) 5115 | EA | 1.000 | 1.000 | 1.000 | $3,258.00 | $0.00 | $3,258.00 | |
0081 | INLET W/LRG. JCT. BOX, CI, DES.2(D) | 611(G) 5874 | EA | 1.000 | 1.000 | 1.000 | $3,990.00 | $0.00 | $3,990.00 | |
0082 | INLET W/SMALL JCT. BOX, CI, DES.2 | 611(G) 5970 | EA | 1.000 | 1.000 | 1.000 | $4,235.00 | $0.00 | $4,235.00 | |
0083 | ADD'L DEPTH IN INLET CI DES. 2 | 611(H) 5325 | VF | 6.840 | 6.840 | 6.840 | $330.00 | $0.00 | $2,257.20 | |
0084 | ADD'L DEPTH IN INLET W/LJB, CI, DES. 2(D) | 611(H) 5874 | VF | 3.470 | 3.470 | 3.470 | $330.00 | $0.00 | $1,145.10 | |
0085 | ADD'L DEPTH IN INLET W/SJB, CI, DES. 2 | 611(H) 5970 | VF | 1.370 | 1.370 | 1.370 | $330.00 | $0.00 | $452.10 | |
0086 | JUNCTION BOXES | 611(L) 0487 | CF | 276.000 | 222.050 | 222.050 | $74.00 | $0.00 | $16,431.70 | |
0087 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 3.000 | 3.000 | 3.000 | $110.00 | $0.00 | $330.00 | |
0088 | VALVE BOXES ADJUST TO GRADE | 612(E) 0647 | EA | 4.000 | 2.000 | 2.000 | $110.00 | $0.00 | $220.00 | |
0089 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 6.000 | 6.000 | 6.000 | $44.00 | $0.00 | $264.00 | |
0090 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 62.000 | 71.000 | 71.000 | $51.75 | $0.00 | $3,674.25 | |
0091 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 62.000 | 62.000 | 62.000 | $70.40 | $0.00 | $4,364.80 | |
0092 | 38" X 60" R.C.PIPE ELLIPTICAL CLASS HE-III | 613(A) 4508 | LF | 394.000 | 394.000 | 394.000 | $144.00 | $0.00 | $56,736.00 | |
0093 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0094 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 2,661.000 | 3,322.000 | 3,322.000 | $5.00 | $0.00 | $16,610.00 | |
0095 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 150.000 | 1,415.620 | 1,415.620 | $5.00 | $0.00 | $7,078.10 | |
0096 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 279.000 | 322.860 | 322.860 | $5.00 | $0.00 | $1,614.30 | |
0097 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 1,070.000 | 716.670 | 716.670 | $5.00 | $0.00 | $3,583.35 | |
0098 | SAWING PAVEMENT | 619(C) 0924 | LF | 3,412.000 | 4,547.000 | 4,547.000 | $3.00 | $0.00 | $13,641.00 | |
Subtotals For Category 0100/ROADWAY - HSIPY-114A(243)TR | $0.00 | $694,714.37 | ||||||||
Fed/State Project Number: HSIPY-114A(243)TR | Project: 26475(04) | Category: 0300/TRAFFIC SIGNALS - HSIPY-114A(243)TR | ||||||||
0099 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 100.000 | 100.000 | 100.000 | $3.30 | $0.00 | $330.00 | |
0100 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 355.000 | 355.000 | 355.000 | $22.00 | $0.00 | $7,810.00 | |
0101 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 70.000 | 70.000 | 70.000 | $8.80 | $0.00 | $616.00 | |
0102 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 3.000 | 3.000 | 3.000 | $330.00 | $0.00 | $990.00 | |
0103 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 1.000 | 1.000 | 1.000 | $385.00 | $0.00 | $385.00 | |
0104 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 13.200 | 13.200 | 13.200 | $495.00 | $0.00 | $6,534.00 | |
0105 | REINFORCING STEEL | 804(B) 2916 | LB | 1,973.200 | 1,973.200 | 1,973.200 | $1.50 | $0.00 | $2,959.80 | |
0106 | (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT | 805(A) 8726 | LSUM | 1.000 | 1.000 | 1.000 | $1,650.00 | $0.00 | $1,650.00 | |
0107 | POLE & 45' TS MST.ARM(G.STL.) | 806(A) 8734 | EA | 1.000 | 1.000 | 1.000 | $7,282.00 | $0.00 | $7,282.00 | |
0108 | POLE & 50' TS MST.ARM(G.STL.) | 806(A) 8736 | EA | 2.000 | 2.000 | 2.000 | $7,530.00 | $0.00 | $15,060.00 | |
0109 | POLE & 55'T.S.MST.ARM(G.STL.) | 806(A) 8738 | EA | 1.000 | 1.000 | 1.000 | $8,866.00 | $0.00 | $8,866.00 | |
0110 | 10' MTG.HT.TS PED.POLE(G.STL.) | 806(B) 8894 | EA | 2.000 | 3.000 | 3.000 | $2,200.00 | $0.00 | $6,600.00 | |
0111 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 1.000 | $550.00 | $0.00 | $550.00 | |
0112 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 200.000 | 200.000 | 200.000 | $1.10 | $0.00 | $220.00 | |
0113 | TRAFFIC SIGNAL CONTROLLER ASSEMBLY | 825 8550 | EA | 1.000 | 1.000 | 1.000 | $37,525.00 | $0.00 | $37,525.00 | |
0114 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 1.000 | $35,288.00 | $0.00 | $35,288.00 | |
0115 | PEDESTRIAN PUSH BUTTON | 830 8000 | EA | 8.000 | 8.000 | 8.000 | $1,200.00 | $0.00 | $9,600.00 | |
0116 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 8.000 | 8.000 | 8.000 | $557.00 | $0.00 | $4,456.00 | |
0117 | 1WAY 3SEC. ADJ. SIG. HD. S-9 | 831 8252 | EA | 6.000 | 6.000 | 6.000 | $580.00 | $0.00 | $3,480.00 | |
0118 | 1WAY 5SEC. ADJ. SIG. HD. S-19 | 831 8286 | EA | 1.000 | 1.000 | 1.000 | $944.00 | $0.00 | $944.00 | |
0119 | 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | 831 8295 | EA | 8.000 | 8.000 | 8.000 | $550.00 | $0.00 | $4,400.00 | |
0120 | BACKPLATE | 833 3030 | EA | 15.000 | 15.000 | 15.000 | $66.00 | $0.00 | $990.00 | |
0121 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8207 | LF | 2,090.000 | 2,090.000 | 2,090.000 | $1.35 | $0.00 | $2,821.50 | |
0122 | 7/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8208 | LF | 185.000 | 185.000 | 185.000 | $1.65 | $0.00 | $305.25 | |
0123 | 21/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8213 | LF | 785.000 | 785.000 | 785.000 | $2.75 | $0.00 | $2,158.75 | |
0124 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 45.000 | 45.000 | 45.000 | $1.10 | $0.00 | $49.50 | |
0125 | (SP)UNDERGROUND COMMUNICATION CABLE | 834(C) 8358 | LF | 4,600.000 | 4,500.000 | 4,500.000 | $1.65 | $0.00 | $7,425.00 | |
0126 | E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 4.000 | 4.000 | 4.000 | $990.00 | $0.00 | $3,960.00 | |
0127 | E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 1,080.000 | 1,080.000 | 1,080.000 | $1.10 | $0.00 | $1,188.00 | |
0128 | E.P.S. 2 CHANNEL PHASE SELECTOR | 840(D) 8595 | EA | 4.000 | 4.000 | 4.000 | $1,980.00 | $0.00 | $7,920.00 | |
0129 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 87.000 | 87.000 | 87.000 | $44.00 | $0.00 | $3,828.00 | |
Subtotals For Category 0300/TRAFFIC SIGNALS - HSIPY-114A(243)TR | $0.00 | $186,191.80 | ||||||||
Fed/State Project Number: HSIPY-114A(243)TR | Project: 26475(04) | Category: 0301/TRAFFIC CONTROL - HSIPY-114A(243)TR | ||||||||
0130 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 857(C) 8851 | LF | 35,413.000 | 2,671.000 | 2,671.000 | $0.66 | $0.00 | $1,762.86 | |
0131 | REMOVABLE PAVEMENT MARKING TAPE(ARROWS) | 857(C) 8860 | EA | 19.000 | 10.000 | 10.000 | $78.20 | $0.00 | $782.00 | |
0132 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 440.000 | 0.000 | 0.000 | $17.25 | $0.00 | $0.00 | |
0133 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 4,086.000 | 5,017.000 | 5,017.000 | $0.10 | $0.00 | $501.70 | |
0134 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 2,444.000 | 3,388.000 | 3,388.000 | $3.63 | $0.00 | $12,298.44 | |
0135 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 2,029.000 | 5,367.000 | 5,367.000 | $3.63 | $0.00 | $19,482.21 | |
0136 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,440.000 | 2,965.000 | 2,965.000 | $1.44 | $0.00 | $4,269.60 | |
0137 | WING BARRICADES | 880(C) 8848 | SD | 880.000 | 1,640.000 | 1,640.000 | $0.03 | $0.00 | $49.20 | |
0138 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 6,909.000 | 9,135.000 | 9,135.000 | $0.48 | $0.00 | $4,384.80 | |
0139 | DRUMS | 880(F) 8878 | SD | 9,360.000 | 27,283.000 | 27,283.000 | $0.69 | $0.00 | $18,825.27 | |
0140 | CHANNELIZER CONES | 880(G) 8890 | SD | 4,000.000 | 13,615.000 | 13,615.000 | $0.69 | $0.00 | $9,394.35 | |
0141 | SURVEILLANCE TRAFFIC CONTROL | 880(K) 8908 | SD | 110.000 | 422.000 | 422.000 | $210.00 | $0.00 | $88,620.00 | |
0142 | (SP) TEMPORARY TRAFFIC SIGNAL SPAN WIRE EQUIPMENT | 880(N) 0100 | LSUM | 1.000 | 1.000 | 1.000 | $38,500.00 | $0.00 | $38,500.00 | |
0143 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 440.000 | 820.000 | 820.000 | $28.75 | $0.00 | $23,575.00 | |
Subtotals For Category 0301/TRAFFIC CONTROL - HSIPY-114A(243)TR | $0.00 | $222,445.43 | ||||||||
Fed/State Project Number: HSIPY-114A(243)TR | Project: 26475(04) | Category: 0302/TRAFFIC SIGNING & STRIPING - HSIPY-114A(243)TR | ||||||||
0144 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 7.000 | 0.000 | 0.000 | $161.00 | $0.00 | $0.00 | |
0145 | 2"@3.65 GALV.STEEL PIPE POST | 851(B) 3216 | LF | 90.000 | 0.000 | 0.000 | $10.35 | $0.00 | $0.00 | |
0146 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 3,460.000 | 4,390.000 | 4,390.000 | $0.46 | $0.00 | $2,019.40 | |
0147 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 1,255.000 | 958.000 | 958.000 | $0.81 | $0.00 | $775.98 | |
0148 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 4,720.000 | 4,798.000 | 4,798.000 | $0.46 | $0.00 | $2,207.08 | |
0149 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 3,995.000 | 4,236.000 | 4,236.000 | $0.58 | $0.00 | $2,456.88 | |
0150 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 560.000 | 882.500 | 882.500 | $1.15 | $0.00 | $1,014.88 | |
0151 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 545.000 | 529.000 | 529.000 | $4.60 | $0.00 | $2,433.40 | |
0152 | TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | 856(B) 8860 | EA | 29.000 | 22.000 | 22.000 | $92.00 | $0.00 | $2,024.00 | |
0153 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 14,800.000 | 0.000 | 0.000 | $0.14 | $0.00 | $0.00 | |
0154 | PAVEMENT MARKERS CLASS C TYPE 2-C | 858(A) 8947 | EA | 175.000 | 0.000 | 0.000 | $18.40 | $0.00 | $0.00 | |
0155 | PAVEMENT MARKERS CLASS C TYPE 2-D | 858(A) 8950 | EA | 380.000 | 0.000 | 0.000 | $18.40 | $0.00 | $0.00 | |
Subtotals For Category 0302/TRAFFIC SIGNING & STRIPING - HSIPY-114A(243)TR | $0.00 | $12,931.62 | ||||||||
Fed/State Project Number: HSIPY-114A(243)TR | Project: 26475(04) | Category: 0600/STAKING - HSIPY-114A(243)TR | ||||||||
0156 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $13,125.00 | $0.00 | $13,125.00 | |
Subtotals For Category 0600/STAKING - HSIPY-114A(243)TR | $0.00 | $13,125.00 | ||||||||
Fed/State Project Number: HSIPY-114A(243)TR | Project: 26475(04) | Category: 0640/CONSTRUCTION - HSIPY-114A(243)TR | ||||||||
0157 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $2,500.00 | $0.00 | $2,500.00 | |
0158 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $119,000.00 | $0.00 | $119,000.00 | |
Subtotals For Category 0640/CONSTRUCTION - HSIPY-114A(243)TR | $0.00 | $121,500.00 | ||||||||
Fed/State Project Number: HSIPY-114A(243)TR | Project: 26475(04) | Category: 0901/noon-participating | ||||||||
8006 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 0.000 | 116.550 | 116.550 | $10.00 | $0.00 | $1,165.50 | |
Subtotals For Category 0901/noon-participating | $0.00 | $1,165.50 | ||||||||
Subtotals For Project HSIPY-114A(243)TR /26475(04) | $0.00 | $1,252,073.72 |