Contract ID: | 120130 | Estimate Number: | 0034 , Final | Spec Year: | 2009 | |||
Primary JP: | 26803(04) | Residency: | OKLAHOMA CITY (04600) | Contract No: | 810226 | |||
Date Created: | 02/01/2017 | Contractor FEI: | 420945831A | Account No: | 400350 |
Project Number(s): | STP-155B(655)AG, STP-114B(249)AG | ||||||||
Contract Description: | GRADE, DRAIN, AND SURFACE COUNTY ROAD (EASTERN AVENUE): BEGIN ONE MILE EAST OF THE I-35/I-240 JUNCTION EXTEND SOUTH. PROJECT LENGTH = 1.972 MILES. | ||||||||
Primary County: | CLEVELAND | ||||||||
Name of Road: | COUNTY ROAD | ||||||||
Prime Contractor: | DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV | Time Charged: | 398.00 | ||||||
P.O. BOX 3788 | Time Allowed: | 406.00 | |||||||
EDMOND , OK 73083 | Percent Time: | 98.03 % |
Paid To Date: | $5,212,059.91 | Payable This Statement: | $29,539.46 |
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: | 120130 | Estimate Number: | 0034 | Contract No: | 810226 | |||
Residency: | OKLAHOMA CITY (04600) | Estimate Type: | Final | Account No: | 400350 | |||
Project Number(s): | STP-155B(655)AG, STP-114B(249)AG | ||||||||||||
Primary Job Piece No: | 26803(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, AND SURFACE COUNTY ROAD (EASTERN AVENUE): BEGIN ONE MILE EAST OF THE I-35/I-240 JUNCTION EXTEND SOUTH. PROJECT LENGTH = 1.972 MILES. | ||||||||||||
Primary County: | CLEVELAND | ||||||||||||
Name of Road: | COUNTY ROAD | ||||||||||||
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: | 07/19/2012 | NTP Effective Date: | 09/24/2012 | Pay Period: | 03/16/2016 TO 01/05/2017 |
Date Awarded: | 08/06/2012 | Date Work Began: | 10/22/2012 | Original Contract Time: | 375 |
Date Contract Executed: | 08/16/2012 | Date Time Stopped: | 06/20/2014 | Current Time Charged: | 398.00 |
Date NTP Issued: | 08/20/2012 | Completion Date: | 06/20/2014 | Current Time Allowed: | 406.00 |
General Liability Expires: | 07/01/2017 | Workman's Comp Expires: | 06/30/2017 | Percent Time Used: | 98.03 % |
Specification Year: | 2009 | ||||
Bid Amount: | $4,793,449.19 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $5,223,088.13 | Participating: | $5,123,692.51 | $5,075,931.07 | $47,761.44 | ||
Percent Complete: | 99.79 % | Non Participating: | $99,395.66 | $99,395.66 | $0.00 | ||
Unearned Balance: | $11,028.22 | Total Earnings: | $5,223,088.17 | $5,175,326.73 | $47,761.44 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $5,223,088.17 | $5,175,326.73 | $47,761.44 | ||||
Other Adjustments: | $-11,028.26 | $7,193.72 | $-18,221.98 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $5,212,059.91 | $5,182,520.45 | $29,539.46 |
Contract ID: | 120130 | Estimate Number: | 0034 | Primary JP: | 26803(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Modifications for drainage issues, and add'l traffic items | Approved | 07/01/2013 | 0.0 | $39,637.76 |
002 | Modifications for drainage issues, and add'l traffic items | Approved | 05/03/2013 | 0.0 | $36,725.43 |
003 | Addition of Opt. Gradation for PC Conc. Pavement Spec. Prov. | Approved | 05/03/2013 | 0.0 | $0.00 |
004 | Drainage Structure Mod. Due to City of OKC Utility Conflict | Approved | 06/03/2014 | 31.0 | $31,535.80 |
005 | Additional Appropriations City of OKC | Approved | 01/06/2014 | 0.0 | $118,023.78 |
006 | Additional Appropriations City of Moore | Approved | 01/06/2014 | 0.0 | $61,617.75 |
007 | Pavement Smoothness Incentive | Approved | 05/05/2014 | 0.0 | $7,550.66 |
008 | Pavement Smoothness Incentive | Approved | 05/05/2014 | 0.0 | $13,670.69 |
009 | Additional Drainage Structures | Approved | 01/04/2016 | 0.0 | $9,538.11 |
010 | Additional Items | Approved | 03/07/2016 | 0.0 | $70,771.28 |
011 | Final Quantity Change Order | Approved | 01/05/2017 | 0.0 | $40,567.68 |
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 | 0030 | --1.0 | $1,000.00 | $-1,000.00 |
System Application of Liquidated Damages | 0031 | --21 | $1,000.00 | $-21,000.00 |
System Application of Liquidated Damages | 0032 | -22.0 | $1,000.00 | $22,000.00 | Subtotals For Liquidated Damages | $0.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
Smoothness Deduction | 0020 | $-7,076.25 |
LD Adjustment (Prog. Est. Only) | 0030 | $1,000.00 |
LD Adjustment (Prog. Est. Only) | 0031 | $21,000.00 |
Withhold to Funds Avail(Prog. Est. Only) | 0032 | $-3,777.46 |
LD Adjustment (Prog. Est. Only) | 0034 | $-1,000.00 |
Withhold to Funds Avail(Prog. Est. Only) | 0034 | $3,777.46 |
LD Adjustment (Prog. Est. Only) | 0034 | $-21,000.00 | Subtotals For Contract Adjustments | $-7,076.25 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
25600(04) | 0006 | TEMPORARY SILT DIKE | * Missing Material Certification | 0003 | -49.00 | $12.78 | $-626.22 |
25600(04) | 0006 | TEMPORARY SILT DIKE | * Material Discrepancy Adjustments | 0025 | 49.00 | $12.78 | $626.22 |
25600(04) | 0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 2,520.01 | $-1.19 | $-3,008.89 |
25600(04) | 0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 27.40 | $-1.43 | $-39.29 |
25600(04) | 0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0031 | 81.85 | $-2.03 | $-166.48 |
25600(04) | 0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0032 | 0.04 | $-0.59 | $-0.02 |
25600(04) | 0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0034 | -0.04 | $-13.91 | $0.56 |
25600(04) | 0040 | 30" PREFAB. CULVERT END SECTION, ROUND | * Material Discrepancy Adjustments | 0024 | -4.00 | $999.93 | $-3,999.72 |
25600(04) | 0040 | 30" PREFAB. CULVERT END SECTION, ROUND | * Material Discrepancy Adjustments | 0025 | 4.00 | $999.93 | $3,999.72 |
26803(04) | 0081 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 618.00 | $-1.19 | $-737.89 |
26803(04) | 0083 | P.C. CONCRETE FOR PAVEMENT | * Overrun | 0015 | -3,305.62 | $99.00 | $-327,256.38 |
26803(04) | 0083 | P.C. CONCRETE FOR PAVEMENT | * Overrun Re-adjustment | 0016 | 3,305.62 | $99.00 | $327,256.38 |
26803(04) | 0087 | TACTILE WARNING DEVICE-NEW | * Material Discrepancy Adjustments | 0027 | -16.00 | $20.14 | $-322.24 |
26803(04) | 0087 | TACTILE WARNING DEVICE-NEW | * Material Discrepancy Adjustments | 0031 | 16.00 | $20.14 | $322.24 | Subtotals For Line Item Adjustments | $-3,952.01 | * = 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: | 120130 | Estimate Number: | 0034 | Primary JP: | 26803(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-155B(655)AG | Project: 25600(04) | Category: 0100/ROADWAY - STP-155B(655)AG | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $9,000.00 | $0.00 | $9,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 29,724.000 | 31,150.930 | 1,426.930 | 31,150.930 | $6.29 | $8,975.39 | $195,939.35 |
0003 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $24,000.00 | $0.00 | $24,000.00 | |
0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 5,519.000 | 5,565.000 | 5,565.000 | $1.92 | $0.00 | $10,684.80 | |
0005 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 51.000 | 0.000 | 0.000 | $266.25 | $0.00 | $0.00 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 63.000 | 49.000 | 49.000 | $12.78 | $0.00 | $626.22 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 11,100.000 | 33,252.820 | 410.000 | 33,252.820 | $1.92 | $787.20 | $63,845.42 |
0008 | SEEDING METHOD A | 232(A) 2813 | AC | 4.600 | 0.000 | 0.000 | $1,065.00 | $0.00 | $0.00 | |
0009 | MOWING | 241 2832 | AC | 6.900 | 0.000 | 0.000 | $106.50 | $0.00 | $0.00 | |
0010 | CEMENTITIOUS MODIFIED SUBGRADE | 307(F) 4250 | SY | 49,794.000 | 50,156.190 | 362.190 | 50,156.190 | $4.00 | $1,448.76 | $200,624.76 |
0011 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 2,337.000 | 4,619.100 | -0.030 | 4,619.100 | $20.56 | $-0.62 | $94,968.69 |
0012 | TACK COAT | 407(B) 0250 | GAL | 431.000 | 300.000 | 300.000 | $2.40 | $0.00 | $720.00 | |
0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 1,921.000 | 2,629.260 | -0.040 | 2,629.260 | $60.00 | $-2.40 | $157,755.60 |
0014 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 45,039.000 | 45,699.150 | 0.040 | 45,699.150 | $11.25 | $0.45 | $514,115.45 |
0015 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 11,260.000 | 11,424.780 | 11,424.780 | $99.00 | $0.00 | $1,131,053.22 | |
0016 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 322.000 | 321.300 | -0.700 | 321.300 | $8.93 | $-6.25 | $2,869.20 |
0017 | CLASS AA CONCRETE | 509(A) 0319 | CY | 236.000 | 236.000 | 236.000 | $465.98 | $0.00 | $109,971.27 | |
0018 | REINFORCING STEEL | 511(A) 0332 | LB | 28,054.000 | 28,054.000 | 28,054.000 | $0.44 | $0.00 | $12,343.76 | |
0019 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 60.000 | 169.190 | 169.190 | $48.00 | $0.00 | $8,121.12 | |
0020 | CONCRETE CURB (8" BARRIER-INTEGRAL) | 609(A) 0380 | LF | 12,444.000 | 14,453.100 | 14,453.100 | $6.00 | $0.00 | $86,718.60 | |
0021 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 3,520.000 | 3,455.420 | 0.210 | 3,455.420 | $28.76 | $6.04 | $99,377.88 |
0022 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 1,711.000 | 1,907.600 | 84.940 | 1,907.600 | $37.08 | $3,149.58 | $70,733.81 |
0023 | TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 88.000 | 88.000 | 88.000 | $20.14 | $0.00 | $1,772.32 | |
0024 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 33.000 | 25.000 | 25.000 | $2,016.32 | $0.00 | $50,408.00 | |
0025 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 1.000 | 9.000 | 9.000 | $2,720.38 | $0.00 | $24,483.42 | |
0026 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 13.000 | 3.420 | 3.420 | $198.95 | $0.00 | $680.41 | |
0027 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 3.000 | 7.910 | 7.910 | $141.24 | $0.00 | $1,117.21 | |
0028 | INLET CI DES. 2 (STD) | 611(G) 5112 | EA | 47.000 | 46.000 | 46.000 | $3,037.71 | $0.00 | $139,734.66 | |
0029 | INLET CI DES. 2 (B) | 611(G) 5113 | EA | 1.000 | 2.000 | 2.000 | $2,656.72 | $0.00 | $5,313.44 | |
0030 | INLET CDI RCB DES. 8 | 611(G) 5394 | EA | 2.000 | 2.000 | 2.000 | $3,565.71 | $0.00 | $7,131.42 | |
0031 | INLET CDI RCB DES. 9 | 611(G) 5395 | EA | 2.000 | 2.000 | 2.000 | $2,556.95 | $0.00 | $5,113.90 | |
0032 | INLET W/SMALL JCT. BOX, CI, DES.2(B) | 611(G) 5972 | EA | 2.000 | 2.000 | 2.000 | $6,886.19 | $0.00 | $13,772.38 | |
0033 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 2.000 | 2.000 | 2.000 | $2,441.53 | $0.00 | $4,883.06 | |
0034 | ADD'L DEPTH IN INLET CI DES. 2 | 611(H) 5325 | VF | 34.000 | 28.060 | 5.500 | 28.060 | $517.06 | $2,843.83 | $14,508.70 |
0035 | ADD'L DEPTH IN INLET W/SJB, CI, DES. 2(B) | 611(H) 5972 | VF | 6.000 | 5.140 | 5.140 | $517.06 | $0.00 | $2,657.69 | |
0036 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 1,738.000 | 1,607.050 | 1,607.050 | $51.81 | $0.00 | $83,261.25 | |
0037 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 1,160.000 | 1,120.000 | 1,120.000 | $50.53 | $0.00 | $56,593.60 | |
0038 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 1,679.000 | 1,642.000 | 1,642.000 | $59.74 | $0.00 | $98,093.08 | |
0039 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 1,126.000 | 992.200 | 992.200 | $73.61 | $0.00 | $73,035.84 | |
0040 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5732 | EA | 5.000 | 4.000 | 4.000 | $999.93 | $0.00 | $3,999.72 | |
0041 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $14,000.00 | $0.00 | $14,000.00 | |
0042 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 293.000 | 2,693.000 | 2,693.000 | $6.80 | $0.00 | $18,312.40 | |
0043 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 19,442.000 | 37,143.910 | 37,143.910 | $0.56 | $0.00 | $20,800.59 | |
0044 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 370.000 | 147.310 | 147.310 | $2.88 | $0.00 | $424.26 | |
0045 | REMOVAL OF ASPHALT DRIVEWAY | 619(B) 4767 | SY | 933.000 | 421.550 | 421.550 | $1.89 | $0.00 | $796.73 | |
0046 | SAWING PAVEMENT | 619(C) 0924 | LF | 940.000 | 179.500 | 179.500 | $2.88 | $0.00 | $516.96 | |
0047 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 6.000 | 6.000 | 6.000 | $74.55 | $0.00 | $447.30 | |
0048 | MAILBOX | 629(C) 4960 | EA | 6.000 | 9.000 | 9.000 | 9.000 | $26.63 | $239.67 | $239.67 |
0049 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 6.000 | 9.000 | 9.000 | $15.98 | $0.00 | $143.82 | |
8000 | 30" CORR. GALV. STEEL PIPE | 613(B) 0691 | LF | 0.000 | 26.000 | 26.000 | $64.76 | $0.00 | $1,683.76 | |
8001 | 36" CORR. GALV. STEEL PIPE | 613(B) 0692 | LF | 0.000 | 30.000 | 30.000 | $51.99 | $0.00 | $1,559.70 | |
8002 | 64" X 43" CORR. GALV. STEEL PIPE ARCH | 613(B) 4533 | LF | 0.000 | 52.000 | 52.000 | $102.10 | $0.00 | $5,309.20 | |
8010 | CLASS A CONCRETE, SMALL STRUCTURES | 509(C) 0322 | CY | 0.000 | 5.000 | 0.000 | 5.000 | $607.65 | $0.00 | $3,038.25 |
8011 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 0.000 | 227.000 | 227.000 | $21.15 | $0.00 | $4,801.05 | |
8015 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $13,670.69 | $13,670.69 | $13,670.69 |
8016 | MANHOLE (6' DIA.) | 611(A) 2659 | EA | 0.000 | 1.000 | 0.000 | 1.000 | $4,857.06 | $0.00 | $4,857.06 |
8017 | 36" PREFAB. CULVERT END SEC., ROUND | 613(L) 5734 | EA | 0.000 | 1.000 | 0.000 | 1.000 | $1,702.61 | $0.00 | $1,702.61 |
8020 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 0.000 | 494.000 | 494.000 | $2.11 | $0.00 | $1,042.34 | |
8021 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 0.000 | 559.000 | 0.000 | 559.000 | $18.38 | $0.00 | $10,274.42 |
8022 | GUARDRAIL ANCHOR UNIT (TYPE II) | 623(F) 6033 | EA | 0.000 | 2.000 | 0.000 | 2.000 | $1,448.70 | $0.00 | $2,897.40 |
8023 | GUARDRAIL ANCHOR UNIT (TYPE A) | 623(F) 6029 | EA | 0.000 | 2.000 | 0.000 | 2.000 | $2,097.70 | $0.00 | $4,195.40 |
8024 | REMOVAL OF CONCRETE MEDIAN BARRIER | 619(B) 4915 | LF | 0.000 | 50.000 | 50.000 | $64.60 | $0.00 | $3,230.00 | |
8025 | HANDRAILING | 504(F) 6006 | LF | 0.000 | 33.000 | 33.000 | $161.45 | $0.00 | $5,327.85 | |
8026 | FIRE HYDRANT EXTENSION | 616(G) 1193 | EA | 0.000 | 1.000 | 1.000 | $5,873.36 | $0.00 | $5,873.36 | |
Subtotals For Category 0100/ROADWAY - STP-155B(655)AG | $31,112.34 | $3,505,174.07 | ||||||||
Fed/State Project Number: STP-155B(655)AG | Project: 25600(04) | Category: 0300/SIGNING AND STRIPING - STP-155B(655)AG | ||||||||
0050 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 1.000 | 23.000 | 23.000 | 23.000 | $69.23 | $1,592.29 | $1,592.29 |
0051 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 95.000 | 94.790 | 94.790 | $17.04 | $0.00 | $1,615.22 | |
0052 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 222.000 | 148.920 | 148.920 | $7.46 | $0.00 | $1,110.94 | |
0053 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 16,366.000 | 23,920.000 | 23,920.000 | $0.46 | $0.00 | $11,003.20 | |
0054 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 175.000 | 205.000 | 205.000 | $2.94 | $0.00 | $602.70 | |
0055 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 9.000 | 10.000 | 10.000 | $74.55 | $0.00 | $745.50 | |
0056 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 2.000 | 2.000 | 2.000 | $181.05 | $0.00 | $362.10 | |
0057 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 109,000.000 | 86,772.000 | 86,772.000 | $0.07 | $0.00 | $6,074.04 | |
0058 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 13,875.000 | 4,277.000 | 17.000 | 4,277.000 | $0.02 | $0.34 | $85.54 |
0059 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 18,000.000 | 14,449.000 | 9.000 | 14,449.000 | $0.80 | $7.20 | $11,559.20 |
0060 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 3,000.000 | 10,856.000 | 33.000 | 10,856.000 | $1.60 | $52.80 | $17,369.60 |
0061 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 10,500.000 | 32,956.000 | 3,711.000 | 32,956.000 | $0.53 | $1,966.83 | $17,466.68 |
0062 | DRUMS | 880(F) 8878 | SD | 177,000.000 | 95,027.000 | 3,319.000 | 95,027.000 | $0.02 | $66.38 | $1,900.54 |
8003 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 0.000 | 10,301.000 | 406.000 | 10,301.000 | $1.38 | $560.28 | $14,215.38 |
8004 | VERTICAL PANELS | 880(D) 8854 | SD | 0.000 | 14,923.000 | 242.000 | 14,923.000 | $0.44 | $106.48 | $6,566.12 |
8005 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 0.000 | 9,147.000 | 675.000 | 9,147.000 | $0.11 | $74.25 | $1,006.17 |
8019 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 20,928.000 | 20,928.000 | $0.36 | $0.00 | $7,534.08 | |
Subtotals For Category 0300/SIGNING AND STRIPING - STP-155B(655)AG | $4,426.85 | $100,809.30 | ||||||||
Fed/State Project Number: STP-155B(655)AG | Project: 25600(04) | Category: 0600/STAKING - STP-155B(655)AG | ||||||||
0063 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $66,715.44 | $0.00 | $66,715.44 | |
Subtotals For Category 0600/STAKING - STP-155B(655)AG | $0.00 | $66,715.44 | ||||||||
Fed/State Project Number: STP-155B(655)AG | Project: 25600(04) | Category: 0640/CONSTRUCTION - STP-155B(655)AG | ||||||||
0064 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $1,953.27 | $0.00 | $1,953.28 | |
0065 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $150,000.00 | $0.00 | $150,000.00 | |
Subtotals For Category 0640/CONSTRUCTION - STP-155B(655)AG | $0.00 | $151,953.28 | ||||||||
Fed/State Project Number: STP-155B(655)AG | Project: 25600(04) | Category: 0900/NON-PARTICIPATING - STP-155B(655)AG | ||||||||
0066 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 2.000 | 0.000 | 0.000 | $372.75 | $0.00 | $0.00 | |
0067 | VALVE BOXES ADJUST TO GRADE | 612(E) 0647 | EA | 5.000 | 6.000 | 6.000 | $2,454.28 | $0.00 | $14,725.68 | |
0068 | METER BOXES ADJUST TO GRADE | 612(F) 0648 | EA | 1.000 | 3.000 | 3.000 | $7,455.00 | $0.00 | $22,365.00 | |
0069 | (PL) IRRIGATION SYSTEM | 616 5010 | LSUM | 1.000 | 0.000 | 0.000 | $1,200.00 | $0.00 | $0.00 | |
8012 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $17,086.76 | $0.00 | $17,086.76 | |
8013 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $14,449.04 | $0.00 | $14,449.04 | |
8027 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $7,157.48 | $0.00 | $7,157.48 | |
8028 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $23,238.95 | $0.00 | $23,238.95 | |
Subtotals For Category 0900/NON-PARTICIPATING - STP-155B(655)AG | $0.00 | $99,022.91 | ||||||||
Subtotals For Project STP-155B(655)AG /25600(04) | $35,539.19 | $3,923,675.00 |
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-114B(249)AG | Project: 26803(04) | Category: 0100/ROADWAY - STP-114B(249)AG | ||||||||
0070 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $9,000.00 | $0.00 | $9,000.00 | |
0071 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 13,569.000 | 13,569.000 | 13,569.000 | $6.29 | $0.00 | $85,349.02 | |
0072 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $44,000.00 | $0.00 | $44,000.00 | |
0073 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 2,151.000 | 2,071.000 | 2,071.000 | $1.92 | $0.00 | $3,976.32 | |
0074 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 28.000 | 0.000 | 0.000 | $266.25 | $0.00 | $0.00 | |
0075 | SOLID SLAB SODDING | 230(A) 2806 | SY | 800.000 | 11,219.390 | 11,219.390 | $1.92 | $0.00 | $21,541.23 | |
0076 | SEEDING METHOD A | 232(A) 2813 | AC | 1.700 | 0.000 | 0.000 | $1,065.00 | $0.00 | $0.00 | |
0077 | MOWING | 241 2832 | AC | 1.900 | 0.000 | 0.000 | $106.50 | $0.00 | $0.00 | |
0078 | CEMENTITIOUS MODIFIED SUBGRADE | 307(F) 4250 | SY | 13,973.000 | 13,973.000 | 13,973.000 | $4.00 | $0.00 | $55,892.00 | |
0079 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 553.000 | 727.970 | 727.970 | $20.56 | $0.00 | $14,967.06 | |
0080 | TACK COAT | 407(B) 0250 | GAL | 101.000 | 0.000 | 0.000 | $2.40 | $0.00 | $0.00 | |
0081 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 451.000 | 618.000 | 618.000 | $60.00 | $0.00 | $37,080.00 | |
0082 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 13,062.000 | 13,375.240 | 13,375.240 | $11.25 | $0.00 | $150,471.46 | |
0083 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 3,266.000 | 3,343.810 | 3,343.810 | $99.00 | $0.00 | $331,037.19 | |
0084 | CONCRETE CURB (8" BARRIER-INTEGRAL) | 609(A) 0380 | LF | 4,244.000 | 4,098.600 | 4,098.600 | $6.00 | $0.00 | $24,591.60 | |
0085 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 1,206.000 | 1,239.480 | 1,239.480 | $28.76 | $0.00 | $35,647.45 | |
0086 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 953.000 | 982.270 | 49.440 | 982.270 | $37.08 | $1,833.24 | $36,422.58 |
0087 | TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 16.000 | 32.000 | 32.000 | $20.14 | $0.00 | $644.48 | |
0088 | TACTILE WARNING DEVICE-RETROFIT | 610(I) 4615 | SF | 26.000 | 0.000 | 0.000 | $38.68 | $0.00 | $0.00 | |
0089 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 5.000 | 0.000 | 0.000 | $2,016.32 | $0.00 | $0.00 | |
0090 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 6.000 | 6.000 | 6.000 | $2,720.38 | $0.00 | $16,322.28 | |
0091 | MANHOLE (6' DIAMETER) | 611(A) 2659 | EA | 4.000 | 5.000 | 5.000 | $4,034.58 | $0.00 | $20,172.90 | |
0092 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 5.000 | 0.000 | 0.000 | $141.24 | $0.00 | $0.00 | |
0093 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 11.000 | 3.990 | 3.990 | $198.95 | $0.00 | $793.81 | |
0094 | ADD'L.DEPTH IN MANHOLE (6' DIAMETER) | 611(B) 2682 | VF | 10.000 | 8.670 | 8.670 | $514.56 | $0.00 | $4,461.23 | |
0095 | INLET CI DES. 2 (STD) | 611(G) 5112 | EA | 17.000 | 16.000 | 16.000 | $3,037.71 | $0.00 | $48,603.36 | |
0096 | INLET CI DES. 2 (B) | 611(G) 5113 | EA | 9.000 | 10.000 | 10.000 | $2,656.72 | $0.00 | $26,567.20 | |
0097 | ADD'L DEPTH IN INLET CI DES. 2 | 611(H) 5325 | VF | 16.000 | 15.900 | 15.900 | $517.06 | $0.00 | $8,221.25 | |
0098 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 668.000 | 590.100 | 0.100 | 590.100 | $51.81 | $5.18 | $30,573.08 |
0099 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 1,057.000 | 1,043.500 | 1,043.500 | $73.61 | $0.00 | $76,812.04 | |
0100 | 42" R.C.PIPE CLASS III | 613(A) 0495 | LF | 506.000 | 498.000 | 498.000 | $86.64 | $0.00 | $43,146.72 | |
0101 | 48" R.C.PIPE CLASS III | 613(A) 0496 | LF | 351.000 | 335.000 | 335.000 | $99.45 | $0.00 | $33,315.75 | |
0102 | 54" R.C.PIPE CLASS III | 613(A) 0497 | LF | 437.000 | 416.500 | 416.500 | $114.54 | $0.00 | $47,705.91 | |
0103 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $5,306.99 | $0.00 | $5,307.00 | |
0104 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 460.000 | 559.000 | 559.000 | $6.80 | $0.00 | $3,801.20 | |
0105 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 9,121.000 | 11,304.350 | 11,304.350 | $0.56 | $0.00 | $6,330.44 | |
0106 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 164.000 | 155.620 | 155.620 | $2.88 | $0.00 | $448.18 | |
0107 | REMOVAL OF ASPHALT DRIVEWAY | 619(B) 4767 | SY | 279.000 | 175.050 | 175.050 | $1.89 | $0.00 | $330.84 | |
0108 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 320.000 | 320.000 | 320.000 | $10.20 | $0.00 | $3,264.00 | |
0109 | SAWING PAVEMENT | 619(C) 0924 | LF | 400.000 | 42.500 | 42.500 | $2.88 | $0.00 | $122.40 | |
0110 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 5.000 | 5.000 | 5.000 | $74.55 | $0.00 | $372.75 | |
0111 | MAILBOX | 629(C) 4960 | EA | 5.000 | 5.000 | 5.000 | $26.63 | $0.00 | $133.15 | |
0112 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 5.000 | 4.000 | 4.000 | $15.98 | $0.00 | $63.92 | |
0113 | (PL)REMOVE & RESET LIGHT POLE | 805(D) 8744 | EA | 1.000 | 0.000 | 0.000 | $4,260.00 | $0.00 | $0.00 | |
8006 | JUNCTION BOXES | 611(L) 0487 | CF | 0.000 | 396.960 | 396.960 | $62.91 | $0.00 | $24,972.75 | |
8014 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $7,550.66 | $7,550.66 | $7,550.66 |
8018 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 0.000 | 1.000 | 0.000 | 1.000 | $2,978.44 | $0.00 | $2,978.44 |
Subtotals For Category 0100/ROADWAY - STP-114B(249)AG | $9,389.08 | $1,262,991.65 | ||||||||
Fed/State Project Number: STP-114B(249)AG | Project: 26803(04) | Category: 0300/SIGNING AND STRIPING - STP-114B(249)AG | ||||||||
0114 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 23.000 | 22.680 | 22.680 | $17.04 | $0.00 | $386.47 | |
0115 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 59.000 | 39.000 | 39.000 | $7.46 | $0.00 | $290.94 | |
0116 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 6,695.000 | 7,919.000 | 7,919.000 | $0.49 | $0.00 | $3,880.31 | |
0117 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 20.000 | 60.000 | 60.000 | $3.51 | $0.00 | $210.60 | |
0118 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 21,000.000 | 25,540.000 | 25,540.000 | $0.11 | $0.00 | $2,809.40 | |
0119 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 4,875.000 | 2,369.000 | 16.000 | 2,369.000 | $0.02 | $0.32 | $47.38 |
0120 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 8,250.000 | 6,313.000 | 8.000 | 6,313.000 | $0.80 | $6.40 | $5,050.40 |
0121 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 750.000 | 3,384.000 | 33.000 | 3,384.000 | $1.60 | $52.80 | $5,414.40 |
0122 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 4,500.000 | 13,753.000 | 3,711.000 | 13,753.000 | $0.53 | $1,966.83 | $7,289.09 |
0123 | DRUMS | 880(F) 8878 | SD | 50,250.000 | 35,271.000 | 3,318.000 | 35,271.000 | $0.02 | $66.36 | $705.42 |
8007 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 0.000 | 4,908.000 | 406.000 | 4,908.000 | $1.38 | $560.28 | $6,773.04 |
8008 | VERTICAL PANELS | 880(D) 8854 | SD | 0.000 | 6,367.000 | 241.000 | 6,367.000 | $0.44 | $106.04 | $2,801.48 |
8009 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 0.000 | 3,544.000 | 674.000 | 3,544.000 | $0.11 | $74.14 | $389.84 |
Subtotals For Category 0300/SIGNING AND STRIPING - STP-114B(249)AG | $2,833.17 | $36,048.77 | ||||||||
Fed/State Project Number: STP-114B(249)AG | Project: 26803(04) | Category: 0900/NON-PARTICIPATING - STP-114B(249)AG | ||||||||
0124 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 2.000 | 1.000 | 1.000 | $372.75 | $0.00 | $372.75 | |
0125 | VALVE BOXES ADJUST TO GRADE | 612(E) 0647 | EA | 2.000 | 0.000 | 0.000 | $2,454.28 | $0.00 | $0.00 | |
0126 | (PL) IRRIGATION SYSTEM | 616 5010 | LSUM | 1.000 | 0.000 | 0.000 | $1,200.00 | $0.00 | $0.00 | |
Subtotals For Category 0900/NON-PARTICIPATING - STP-114B(249)AG | $0.00 | $372.75 | ||||||||
Subtotals For Project STP-114B(249)AG /26803(04) | $12,222.25 | $1,299,413.17 |