Contract ID: | 110197 | Estimate Number: | 0028 , Final | Spec Year: | 2009 | |||
Primary JP: | 17428(23) | Residency: | EL RENO (04200) | Contract No: | 710197 | |||
Date Created: | 05/11/2016 | Contractor FEI: | 420945831A | Account No: | 400400 |
Project Number(s): | OKCY-XTWN(004)TI, ACOKCY-XTWN(073)TE, SEC115-155N(826)SG | ||||||||
Contract Description: | SURFACING, BRIDGE FOUNDATION, AND SAFETY IMPROVEMENT (I.T.S.) I-40: FROM JUST EAST OF WESTERN AVENUE, EXTEND EAST IN OKLAHOMA CITY. PROJECT LENGTH = 1.442 MILES. | ||||||||
Primary County: | OKLAHOMA | ||||||||
Name of Road: | I-40 | ||||||||
Prime Contractor: | DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV | Time Charged: | 222.00 | ||||||
P.O. BOX 3788 | Time Allowed: | 260.00 | |||||||
EDMOND , OK 73083 | Percent Time: | 85.38 % |
Paid To Date: | $29,892,699.57 | Payable This Statement: | $0.00 |
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. |
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: | 110197 | Estimate Number: | 0028 | Contract No: | 710197 | |||
Residency: | EL RENO (04200) | Estimate Type: | Final | Account No: | 400400 | |||
Project Number(s): | OKCY-XTWN(004)TI, ACOKCY-XTWN(073)TE, SEC115-155N(826)SG | ||||||||||||
Primary Job Piece No: | 17428(23) | ||||||||||||
Contract Description: | SURFACING, BRIDGE FOUNDATION, AND SAFETY IMPROVEMENT (I.T.S.) I-40: FROM JUST EAST OF WESTERN AVENUE, EXTEND EAST IN OKLAHOMA CITY. PROJECT LENGTH = 1.442 MILES. | ||||||||||||
Primary County: | OKLAHOMA | ||||||||||||
Name of Road: | I-40 | ||||||||||||
Prime Contractor: | DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV | ||||||||||||
P.O. BOX 3788 | |||||||||||||
EDMOND , OK 73083 | |||||||||||||
Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
Date Let: | 07/21/2011 | NTP Effective Date: | 08/29/2011 | Pay Period: | 02/01/2016 TO 02/25/2016 |
Date Awarded: | 08/01/2011 | Date Work Began: | 08/29/2011 | Original Contract Time: | 260 |
Date Contract Executed: | 08/12/2011 | Date Time Stopped: | 12/20/2013 | Current Time Charged: | 222.00 |
Date NTP Issued: | 08/15/2011 | Completion Date: | 12/20/2013 | Current Time Allowed: | 260.00 |
General Liability Expires: | 07/01/2016 | Workman's Comp Expires: | 06/30/2016 | Percent Time Used: | 85.38 % |
Specification Year: | 2009 | ||||
Bid Amount: | $25,544,186.10 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $29,990,965.93 | Participating: | $28,972,618.28 | $28,972,618.28 | $0.00 | ||
Percent Complete: | 99.67 % | Non Participating: | $920,839.35 | $920,839.35 | $0.00 | ||
Unearned Balance: | $98,266.36 | Total Earnings: | $29,893,457.63 | $29,893,457.63 | $0.00 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $29,893,457.63 | $29,893,457.63 | $0.00 | ||||
Other Adjustments: | $114,241.94 | $114,241.94 | $0.00 | ||||
Liq Dam/Disincentive: | $-115,000.00 | $-115,000.00 | $0.00 | ||||
TOTAL: | $29,892,699.57 | $29,892,699.57 | $0.00 |
Contract ID: | 110197 | Estimate Number: | 0028 | Primary JP: | 17428(23) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Revised Internal Milestone | Approved | 10/31/2011 | 0.0 | $0.00 |
002 | Skydance Bridge Foundation Changes | Approved | 05/08/2012 | 0.0 | $455,048.72 |
003 | Early Completion Milestone | Approved | 01/20/2012 | 0.0 | $0.00 |
004 | Additional mainline I-40 unclassified excavation | Approved | 04/02/2012 | 0.0 | $55,192.33 |
005 | Additional Portable Longitudinal Barrier | Approved | 03/05/2012 | 0.0 | $218,325.00 |
006 | Internal Milestone "C" bid completion | Approved | 11/03/2014 | 0.0 | $130,000.00 |
007 | Additional pay item work on Ramp J | Approved | 07/02/2012 | 0.0 | $48,970.80 |
008 | Overhead sign structure modification | Approved | 07/02/2012 | 0.0 | $34,209.21 |
009 | Multiple field change order | Approved | 07/02/2012 | 0.0 | $42,175.63 |
010 | Separator fabric quantity error | Approved | 07/02/2012 | 0.0 | $438,512.50 |
011 | Additional appropriations for quantity overruns | Approved | 07/01/2013 | 0.0 | $91,135.75 |
012 | Additional items of work | Approved | 05/06/2013 | 0.0 | $85,087.45 |
013 | Pavement Smoothness Bonus | Approved | 10/09/2012 | 0.0 | $44,465.25 |
014 | 'B' Bid Milestone Completion Bonus | Approved | 11/06/2012 | 0.0 | $2,500,000.00 |
015 | Traffic control items | Approved | 05/06/2013 | 0.0 | $128,657.19 |
016 | Skydance milestone | Approved | 05/06/2013 | 29.0 | $100,000.00 |
017 | Internal milestone incentive | Approved | 02/04/2014 | 0.0 | $75,000.00 |
018 | Final Quantity Change Order | Approved | 02/25/2016 | 0.0 | $-97,508.30 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
17428(23) | 0131 | ROADWAY LUMINAIRE | Stockpiled Material Initial Payment | 0008 | $54,290.10 |
17428(23) | 0131 | ROADWAY LUMINAIRE | Stockpiled Material Adjustment | 0013 | $-54,290.10 |
17428(23) | 0132 | UNDERPASS LUMINAIRE | Stockpiled Material Adjustment | 0013 | $-14,472.00 |
17428(23) | 0132 | UNDERPASS LUMINAIRE | Stockpiled Material Initial Payment | 0008 | $14,472.00 |
22873(10) | 0240 | (SP)CCTV CAMERA,PAN-TILT-ZOOM | Stockpiled Material Initial Payment | 0008 | $46,682.72 |
22873(10) | 0240 | (SP)CCTV CAMERA,PAN-TILT-ZOOM | Stockpiled Material Adjustment | 0015 | $-46,682.72 |
22873(10) | 0249 | (SP)CABINET WITH PARTS | Stockpiled Material Initial Payment | 0008 | $20,100.00 |
22873(10) | 0249 | (SP)CABINET WITH PARTS | Stockpiled Material Adjustment | 0011 | $-20,100.00 |
22873(10) | 0249 | (SP)CABINET (CABINET ONLY) | Stockpiled Material Adjustment | 0011 | $-13,228.00 |
22873(10) | 0249 | (SP)CABINET (CABINET ONLY) | Stockpiled Material Initial Payment | 0008 | $13,228.00 | 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 |
Milestone Adjust. (Prog. Est. Only) | 0021 | $115,000.00 |
Milstone Adjust. (C/O) | 0026 | $115,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0026 | $-115,000.00 | Subtotals For Contract Adjustments | $115,000.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
17428(23) | 0019 | SEPARATOR FABRIC | * Material Discrepancy Adjustments | 0002 | -63,500.40 | $2.50 | $-158,751.00 |
17428(23) | 0019 | SEPARATOR FABRIC | * Material Discrepancy Adjustments | 0003 | 63,500.40 | $2.50 | $158,751.00 |
17428(23) | 0023 | PRIME COAT | * Missing Material Certification | 0002 | -25.00 | $1.50 | $-37.50 |
17428(23) | 0023 | PRIME COAT | * Missing Material Certification | 0026 | 25.00 | $1.50 | $37.50 |
17428(23) | 0024 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 196.17 | $-0.24 | $-47.58 |
17428(23) | 0024 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 3,351.68 | $-0.24 | $-812.95 |
17428(23) | 0024 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0026 | 308.08 | $0.87 | $268.82 |
17428(23) | 0025 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 807.67 | $-0.27 | $-223.89 |
17428(23) | 0025 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0026 | 57.70 | $0.99 | $57.54 |
17428(23) | 0034 | SPECIAL CONCRETE FINISH | * Missing Material Certification | 0002 | -10,111.00 | $12.94 | $-130,836.34 |
17428(23) | 0034 | SPECIAL CONCRETE FINISH | * Material Discrepancy Adjustments | 0003 | 10,111.00 | $12.94 | $130,836.34 |
17428(23) | 0049 | 6" PERFORATED PIPE UNDERDRAIN ROUND | * Missing Material Certification | 0002 | -7,858.00 | $7.70 | $-60,506.60 |
17428(23) | 0049 | 6" PERFORATED PIPE UNDERDRAIN ROUND | * Material Discrepancy Adjustments | 0003 | 7,858.00 | $7.70 | $60,506.60 |
17428(23) | 0050 | 6" NON-PERF.PIPE UNDERDRAIN RND. | * Missing Material Certification | 0003 | -112.00 | $7.09 | $-794.08 |
17428(23) | 0050 | 6" NON-PERF.PIPE UNDERDRAIN RND. | * Material Discrepancy Adjustments | 0006 | 112.00 | $7.09 | $794.08 |
17428(84) | 0224 | DRILLED SHAFTS 48" DIAMETER | * Material Discrepancy Adjustments | 0004 | 1.00 | $-4,138.56 | $-4,138.56 |
17428(84) | 0224 | DRILLED SHAFTS 48" DIAMETER | * Material Discrepancy Adjustments | 0026 | 1.00 | $4,138.56 | $4,138.56 | Subtotals For Line Item Adjustments | $-758.06 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | TIME 'B' BID | 08/29/2011 | 01/16/2012 | 240.00 DYS | $25,000.00 | Y | |||
02 | TIME 'C' BID | 01/05/2012 | 01/12/2012 | 20.00 DYS | $10,000.00 | Y | |||
03 | Internal Milestone (skydance bridge) | 08/29/2011 | 11/21/2011 | Complete By 11/27/2011 | $5,000.00 | Y | |||
04 | Internal Milestone (SEC115-155N(826)SG | 08/29/2011 | 02/04/2012 | 160.00 DYS | $1,500.00 | Y |
MILESTONE ADJUSTMENTS | |||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
03 | System Application of Disincentive Adj | 0005 | $-10,000.00 |
03 | System Application of Disincentive Adj | 0006 | $-75,000.00 |
03 | System Application of Disincentive Adj | 0007 | $-75,000.00 |
03 | System Application of Disincentive Adj | 0008 | $2,812.50 |
03 | System Application of Disincentive Adj | 0008 | $21,093.75 |
03 | System Application of Disincentive Adj | 0008 | $21,093.75 | Subtotals For Milestones | $-115,000.00 |
Contract ID: | 110197 | Estimate Number: | 0028 | Primary JP: | 17428(23) | |||
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: OKCY-XTWN(004)TI | Project: 17428(23) | Category: 0100/ROADWAY - OKCY-XTWN(004)TI | ||||||||
0001 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 10,479.000 | 0.000 | 0.000 | $2.29 | $0.00 | $0.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 9,371.000 | 16,877.570 | 16,877.570 | $6.54 | $0.00 | $110,379.31 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 5,734.000 | 11,137.700 | 11,137.700 | $9.62 | $0.00 | $107,144.67 | |
0004 | UNCLASSIFIED BORROW (TOPSOIL) | 202(D) 4781 | CY | 1,000.000 | 1,002.300 | 1,002.300 | $11.38 | $0.00 | $11,406.17 | |
0005 | EARTHWORK | 202(H) 0185 | LSUM | 1.000 | 1.000 | 1.000 | $170,172.00 | $0.00 | $170,172.00 | |
0006 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $14,983.00 | $0.00 | $14,983.00 | |
0007 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 3,525.000 | 7,090.000 | 7,090.000 | $1.16 | $0.00 | $8,224.40 | |
0008 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 2,111.000 | 0.000 | 0.000 | $7.46 | $0.00 | $0.00 | |
0009 | (PL)TEMPORARY INLET SEDIMENT FILTER | 221(H) 0450 | EA | 191.000 | 0.000 | 0.000 | $133.13 | $0.00 | $0.00 | |
0010 | SOLID SLAB SODDING | 230(A) 2806 | SY | 15,453.000 | 52,696.000 | 52,696.000 | $1.07 | $0.00 | $56,384.72 | |
0011 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 1.000 | 0.000 | 0.000 | $670.86 | $0.00 | $0.00 | |
0012 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 0.600 | 8.000 | 8.000 | $745.26 | $0.00 | $5,962.08 | |
0013 | MOWING | 241 2832 | AC | 5.600 | 5.850 | 5.850 | $82.02 | $0.00 | $479.82 | |
0014 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 39,119.000 | 39,524.480 | 39,524.480 | $45.00 | $0.00 | $1,778,601.60 | |
0015 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 129,760.000 | 129,760.000 | 129,760.000 | $5.00 | $0.00 | $648,800.00 | |
0016 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 6,354.000 | 6,423.150 | 6,423.150 | $1.55 | $0.00 | $9,955.88 | |
0017 | CEMENT TREATED BASE | 317 4270 | SY | 15,516.000 | 16,245.070 | 16,245.070 | $10.60 | $0.00 | $172,197.74 | |
0018 | OPEN-GRADED PORTLAND CEMENT BASE | 319(B) 5254 | SY | 116,848.000 | 116,848.000 | 116,848.000 | $8.00 | $0.00 | $934,784.00 | |
0019 | SEPARATOR FABRIC | 325 5271 | SY | 225,624.000 | 401,029.000 | 401,029.000 | $2.50 | $0.00 | $1,002,572.51 | |
0020 | GEOGRID REINFORCEMENT | 326(B) 0100 | SY | 94,341.000 | 94,341.000 | 94,341.000 | $2.42 | $0.00 | $228,305.22 | |
0021 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 100.000 | 0.000 | 0.000 | $45.00 | $0.00 | $0.00 | |
0022 | TACK COAT | 407(B) 0250 | GAL | 1,891.000 | 1,891.000 | 1,891.000 | $1.60 | $0.00 | $3,025.60 | |
0023 | PRIME COAT | 408 5774 | GAL | 4,933.000 | 175.000 | 175.000 | $1.50 | $0.00 | $262.50 | |
0024 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 4,388.000 | 4,694.080 | 4,694.080 | $60.97 | $0.00 | $286,198.06 | |
0025 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 936.000 | 993.700 | 993.700 | $73.49 | $0.00 | $73,027.01 | |
0026 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 47,840.000 | 48,190.370 | 48,190.370 | $7.64 | $0.00 | $368,174.43 | |
0027 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 29,513.000 | 29,971.670 | 29,971.670 | $13.85 | $0.00 | $415,107.63 | |
0028 | CONT. REINF. P.C.C. PAVEMENT(PLACEMENT) | 414(C) 4425 | SY | 107,265.000 | 107,265.000 | 107,265.000 | $22.00 | $0.00 | $2,359,830.00 | |
0029 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 60,159.000 | 60,372.050 | 60,372.050 | $85.00 | $0.00 | $5,131,624.25 | |
0030 | TYPE 3 TERMINAL JOINT | 414(I) 5266 | EA | 2.000 | 2.000 | 2.000 | $1,631.00 | $0.00 | $3,262.00 | |
0031 | TERMINAL JOINT SLEEPER SLAB | 414(J) 5263 | SY | 298.000 | 295.560 | 295.560 | $89.06 | $0.00 | $26,322.57 | |
0032 | PARAPET ORNAMENT | 504 6415 | EA | 8.000 | 8.000 | 8.000 | $3,195.00 | $0.00 | $25,560.00 | |
0033 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 10,475.000 | 10,819.000 | 10,819.000 | $41.00 | $0.00 | $443,579.00 | |
0034 | SPECIAL CONCRETE FINISH | 509 6152 | SY | 163,741.000 | 163,741.000 | 163,741.000 | $12.94 | $0.00 | $2,118,808.54 | |
0035 | CLASS AA CONCRETE | 509(A) 0319 | CY | 627.000 | 627.000 | 627.000 | $410.03 | $0.00 | $257,088.81 | |
0036 | CLASS A CONCRETE(LONG. BAR. DES. 1-A) | 509(B) 0325 | CY | 1,275.000 | 1,275.000 | 1,275.000 | $388.73 | $0.00 | $495,630.75 | |
0037 | CLASS C CONCRETE | 509(D) 0325 | CY | 175.000 | 106.780 | 106.780 | $235.00 | $0.00 | $25,093.30 | |
0038 | DECORATIVE WALL | 510(E) 0100 | LF | 1,238.000 | 1,238.000 | 1,238.000 | $266.25 | $0.00 | $329,617.50 | |
0039 | REINFORCING STEEL | 511(A) 0332 | LB | 151,481.000 | 151,481.000 | 151,481.000 | $0.80 | $0.00 | $121,184.80 | |
0040 | EPOXY COATED REINFORCING STEEL | 511(B) 4269 | LB | 95,810.000 | 95,810.000 | 95,810.000 | $1.07 | $0.00 | $102,516.70 | |
0041 | CONCRETE CURB (4" MNTBLE-INTEGRAL) | 609(A) 0287 | LF | 8,379.000 | 8,289.000 | 8,289.000 | $6.00 | $0.00 | $49,734.00 | |
0042 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 150.000 | 150.000 | 150.000 | $43.05 | $0.00 | $6,457.50 | |
0043 | 4" CONCRETE DIVIDING STRIP | 610(C) 0608 | SY | 3,433.000 | 3,690.390 | 3,690.390 | $26.63 | $0.00 | $98,275.09 | |
0044 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 25,496.000 | 26,690.710 | 26,690.710 | $34.08 | $0.00 | $909,619.40 | |
0045 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 58.000 | 64.000 | 64.000 | $740.18 | $0.00 | $47,371.52 | |
0046 | INLET ADJUST TO GRADE | 612(C) 0645 | EA | 96.000 | 98.000 | 98.000 | $2,640.14 | $0.00 | $258,733.72 | |
0047 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 80.000 | 80.000 | 80.000 | $37.41 | $0.00 | $2,992.80 | |
0048 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 150.000 | 202.000 | 202.000 | $57.35 | $0.00 | $11,584.70 | |
0049 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 19,580.000 | 19,580.000 | 19,580.000 | $7.70 | $0.00 | $150,766.00 | |
0050 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1096 | LF | 112.000 | 112.000 | 112.000 | $7.09 | $0.00 | $794.08 | |
0051 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 2.000 | 2.000 | 2.000 | $672.56 | $0.00 | $1,345.12 | |
0052 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 10.000 | 10.000 | 10.000 | $350.00 | $0.00 | $3,500.00 | |
0053 | (PL)VIDEO INSPECTION OF CONDUIT | 613(Y) 0100 | LF | 23,641.000 | 0.000 | 0.000 | $1.33 | $0.00 | $0.00 | |
0054 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 300.000 | 300.000 | 300.000 | $6.84 | $0.00 | $2,052.00 | |
0055 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 1,673.000 | 2,614.580 | 2,614.580 | $6.04 | $0.00 | $15,792.06 | |
0056 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 375.000 | 694.890 | 694.890 | $5.10 | $0.00 | $3,543.94 | |
0057 | REMOVAL OF CONCRETE SLOPE PROTECTION | 619(B) 4821 | SY | 390.000 | 390.220 | 390.220 | $4.00 | $0.00 | $1,560.88 | |
0058 | REMOVAL OF CONCRETE DITCH LINER | 619(B) 5881 | LF | 585.000 | 585.000 | 585.000 | $5.00 | $0.00 | $2,925.00 | |
0059 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 100.000 | 100.000 | 100.000 | $10.00 | $0.00 | $1,000.00 | |
0060 | FENCE, GDF | 624(G) 5290 | LF | 3,741.000 | 3,805.000 | 3,805.000 | $45.05 | $0.00 | $171,415.25 | |
0061 | REMOVE AND RECONSTRUCT FENCE | 625(B) 1252 | LF | 2,061.000 | 0.000 | 0.000 | $14.38 | $0.00 | $0.00 | |
0062 | CONCRETE LONGITUDINAL BARRIER, DESIGN 1 | 627(A) 4317 | LF | 9,456.000 | 9,456.000 | 9,456.000 | $37.28 | $0.00 | $352,519.68 | |
0063 | (SP)IMPACT ATTENUATOR | 871(A) 8325 | EA | 3.000 | 3.000 | 3.000 | $20,235.00 | $0.00 | $60,705.00 | |
0064 | PORTABLE LONGITUDINAL BARRIER | 877(A) 8483 | LF | 340.000 | 1,260.000 | 1,260.000 | $35.00 | $0.00 | $44,100.00 | |
8004 | (SP)TIME (C) BID | 644 7212 | DAY | 0.000 | 13.000 | 13.000 | $10,000.00 | $0.00 | $130,000.00 | |
8007 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $3,776.29 | $0.00 | $3,776.29 | |
8008 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 8,905.000 | 8,905.000 | $1.56 | $0.00 | $13,891.80 | |
8011 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 85.000 | 85.000 | $70.64 | $0.00 | $6,004.40 | |
8012 | DIAMOND GRINDING CONCRETE PAVEMENT | 425 5195 | SY | 0.000 | 512.000 | 512.000 | $12.55 | $0.00 | $6,425.60 | |
8013 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 0.000 | 60.000 | 60.000 | $47.33 | $0.00 | $2,839.80 | |
8014 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $3,908.89 | $0.00 | $3,908.89 | |
8015 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $7,445.48 | $0.00 | $7,445.48 | |
8017 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $44,465.25 | $0.00 | $44,465.25 | |
8019 | (SP)TIME (B) BID | 644 7211 | DAY | 0.000 | 100.000 | 100.000 | $25,000.00 | $0.00 | $2,500,000.00 | |
8020 | SAND FILLED IMPACT ATTEN.MODULE | 870(A) 8011 | EA | 0.000 | 19.000 | 19.000 | $374.58 | $0.00 | $7,117.02 | |
Subtotals For Category 0100/ROADWAY - OKCY-XTWN(004)TI | $0.00 | $22,768,928.84 | ||||||||
Fed/State Project Number: OKCY-XTWN(004)TI | Project: 17428(23) | Category: 0200/BR. 'M-X' - OKCY-XTWN(004)TI | ||||||||
0065 | APPROACH SLAB | 504(A) 1304 | SY | 225.300 | 225.300 | 225.300 | $213.00 | $0.00 | $47,988.90 | |
0066 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 37.700 | 37.700 | 37.700 | $213.00 | $0.00 | $8,030.10 | |
Subtotals For Category 0200/BR. 'M-X' - OKCY-XTWN(004)TI | $0.00 | $56,019.00 | ||||||||
Fed/State Project Number: OKCY-XTWN(004)TI | Project: 17428(23) | Category: 0201/BR. 'M-Y' - OKCY-XTWN(004)TI | ||||||||
0067 | APPROACH SLAB | 504(A) 1304 | SY | 189.900 | 189.900 | 189.900 | $213.00 | $0.00 | $40,448.70 | |
0068 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 37.700 | 37.700 | 37.700 | $213.00 | $0.00 | $8,030.10 | |
Subtotals For Category 0201/BR. 'M-Y' - OKCY-XTWN(004)TI | $0.00 | $48,478.80 | ||||||||
Fed/State Project Number: OKCY-XTWN(004)TI | Project: 17428(23) | Category: 0300/TRAFFIC SIGNALS - OKCY-XTWN(004)TI | ||||||||
0069 | 2" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8310 | LF | 450.000 | 540.000 | 540.000 | $14.91 | $0.00 | $8,051.40 | |
0070 | 3" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8316 | LF | 495.000 | 692.000 | 692.000 | $15.98 | $0.00 | $11,058.16 | |
0071 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 20.000 | 70.000 | 70.000 | $3.20 | $0.00 | $224.00 | |
0072 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 120.000 | 280.000 | 280.000 | $19.17 | $0.00 | $5,367.60 | |
0073 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 390.000 | 732.000 | 732.000 | $8.52 | $0.00 | $6,236.64 | |
0074 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 10.000 | 10.000 | 10.000 | $426.00 | $0.00 | $4,260.00 | |
0075 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 3.000 | 3.000 | 3.000 | $213.00 | $0.00 | $639.00 | |
0076 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 1.000 | 1.000 | 1.000 | $239.63 | $0.00 | $239.63 | |
0077 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 6.400 | 6.400 | 6.400 | $426.00 | $0.00 | $2,726.40 | |
0078 | REINFORCING STEEL | 804(B) 2916 | LB | 974.400 | 974.400 | 974.400 | $1.33 | $0.00 | $1,295.95 | |
0079 | 32'MH POLE 40'TS & 10'LMA(G.STL.) | 806(A) 8312 | EA | 1.000 | 1.000 | 1.000 | $14,886.57 | $0.00 | $14,886.57 | |
0080 | 32'MH POLE 45'TS & 10'LMA(G.STL.) | 806(A) 8313 | EA | 2.000 | 2.000 | 2.000 | $17,425.53 | $0.00 | $34,851.06 | |
0081 | 32'MH POLE,55'TS & 10'LMA(G.STL.) | 806(A) 8353 | EA | 2.000 | 2.000 | 2.000 | $22,994.42 | $0.00 | $45,988.84 | |
0082 | 32'MH POLE,TWIN TS & 10'LMA(G.STL.) | 806(A) 8355 | EA | 2.000 | 2.000 | 2.000 | $17,332.88 | $0.00 | $34,665.76 | |
0083 | 40' MHP 65' TS & 15' LMA(G.STL) | 806(A) 8885 | EA | 1.000 | 1.000 | 1.000 | $28,341.78 | $0.00 | $28,341.78 | |
0084 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 9.000 | 9.000 | 9.000 | $1,360.01 | $0.00 | $12,240.09 | |
0085 | SERVICE POLE | 810(A) 3118 | EA | 2.000 | 2.000 | 2.000 | $266.25 | $0.00 | $532.50 | |
0086 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 2,725.000 | 2,725.000 | 2,725.000 | $1.28 | $0.00 | $3,488.00 | |
0087 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 3,320.000 | 3,320.000 | 3,320.000 | $1.07 | $0.00 | $3,552.40 | |
0088 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 630.000 | 630.000 | 630.000 | $0.43 | $0.00 | $270.90 | |
0089 | TRAFFIC SIGNAL CONTROLLER ASSEMBLY | 825 8550 | EA | 2.000 | 2.000 | 2.000 | $23,567.39 | $0.00 | $47,134.78 | |
0090 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 1.000 | $59,486.64 | $0.00 | $59,486.64 | |
0091 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 18.000 | 22.000 | 22.000 | $665.63 | $0.00 | $14,643.86 | |
0092 | 1WAY 3SEC. ADJ. SIG. HD. S-9 | 831 8252 | EA | 4.000 | 4.000 | 4.000 | $639.00 | $0.00 | $2,556.00 | |
0093 | 1WAY 3SEC. ADJ. SIG. HD. S-10 | 831 8262 | EA | 1.000 | 1.000 | 1.000 | $639.00 | $0.00 | $639.00 | |
0094 | BACKPLATE | 833 3030 | EA | 23.000 | 27.000 | 27.000 | $69.23 | $0.00 | $1,869.21 | |
0095 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8207 | LF | 1,320.000 | 1,320.000 | 1,320.000 | $1.07 | $0.00 | $1,412.40 | |
0096 | 21/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8213 | LF | 4,275.000 | 4,275.000 | 4,275.000 | $2.40 | $0.00 | $10,260.00 | |
0097 | E.P.S. OPTICAL EMITTER | 840(A) 8592 | EA | 15.000 | 15.000 | 15.000 | $958.50 | $0.00 | $14,377.50 | |
0098 | E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 10.000 | 10.000 | 10.000 | $426.00 | $0.00 | $4,260.00 | |
0099 | E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 5,565.000 | 5,565.000 | 5,565.000 | $1.07 | $0.00 | $5,954.55 | |
0100 | E.P.S. 2 CHANNEL PHASE SELECTOR | 840(D) 8595 | EA | 6.000 | 6.000 | 6.000 | $1,363.20 | $0.00 | $8,179.20 | |
0101 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 99.000 | 123.000 | 123.000 | $37.28 | $0.00 | $4,585.44 | |
8021 | (PL)TRAFFIC ITEMS | 890 7700 | LSUM | 0.000 | 1.000 | 1.000 | $109,118.06 | $0.00 | $109,118.06 | |
Subtotals For Category 0300/TRAFFIC SIGNALS - OKCY-XTWN(004)TI | $0.00 | $503,393.32 | ||||||||
Fed/State Project Number: OKCY-XTWN(004)TI | Project: 17428(23) | Category: 0301/SIGNING AND STRIPING - OKCY-XTWN(004)TI | ||||||||
0102 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 168.000 | 168.000 | 168.000 | $639.00 | $0.00 | $107,352.00 | |
0103 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 6.000 | 6.000 | 6.000 | $213.00 | $0.00 | $1,278.00 | |
0104 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 147.660 | 147.660 | 147.660 | $532.50 | $0.00 | $78,628.95 | |
0105 | REINFORCING STEEL | 804(B) 2916 | LB | 8,704.000 | 8,704.000 | 8,704.000 | $1.28 | $0.00 | $11,141.12 | |
0106 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 308.540 | 549.250 | 549.250 | $15.98 | $0.00 | $8,777.01 | |
0107 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 299.500 | 299.500 | 299.500 | $20.77 | $0.00 | $6,220.62 | |
0108 | EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD SIGNS) | 850(B) 8114 | SF | 2,349.750 | 2,490.150 | 2,490.150 | $20.77 | $0.00 | $51,720.42 | |
0109 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 176.500 | 176.500 | 176.500 | $26.63 | $0.00 | $4,700.20 | |
0110 | 6"@15 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3207 | LF | 45.000 | 45.000 | 45.000 | $28.76 | $0.00 | $1,294.20 | |
0111 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 434.000 | 434.000 | 434.000 | $14.91 | $0.00 | $6,470.94 | |
0112 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 32.000 | 32.000 | 32.000 | $17.04 | $0.00 | $545.28 | |
0113 | OVHD.SN.STR., MONOTUBE TYPE A 100' | 852(C) 0130 | EA | 1.000 | 1.000 | 1.000 | $81,921.93 | $0.00 | $81,921.93 | |
0114 | OVHD.SN.STR., MONOTUBE TYPE A 110' | 852(C) 0140 | EA | 2.000 | 1.000 | 1.000 | $86,621.78 | $0.00 | $86,621.78 | |
0115 | OVHD.SN.STR., MONOTUBE TYPE B 105' | 852(D) 0335 | EA | 1.000 | 1.000 | 1.000 | $103,230.45 | $0.00 | $103,230.45 | |
0116 | OVHD.SN.STR., MONOTUBE TYPE C | 852(E) 0500 | EA | 2.000 | 2.000 | 2.000 | $53,289.41 | $0.00 | $106,578.82 | |
0117 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 44,577.000 | 44,577.000 | 44,577.000 | $0.43 | $0.00 | $19,168.11 | |
0118 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 30,396.000 | 30,396.000 | 30,396.000 | $0.62 | $0.00 | $18,845.52 | |
0119 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 3,417.000 | 10,212.000 | 10,212.000 | $1.03 | $0.00 | $10,518.36 | |
0120 | TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | 856(A) 8548 | LF | 10,271.000 | 10,271.000 | 10,271.000 | $1.32 | $0.00 | $13,557.72 | |
0121 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 319.000 | 259.000 | 259.000 | $3.20 | $0.00 | $828.80 | |
0122 | TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 856(B) 8525 | EA | 41.000 | 70.000 | 70.000 | $223.65 | $0.00 | $15,655.50 | |
8005 | OVHD.SN.STR., MONOTUBE TYPE B 110' | 852(D) 0340 | EA | 0.000 | 1.000 | 1.000 | $120,830.99 | $0.00 | $120,830.99 | |
Subtotals For Category 0301/SIGNING AND STRIPING - OKCY-XTWN(004)TI | $0.00 | $855,886.72 | ||||||||
Fed/State Project Number: OKCY-XTWN(004)TI | Project: 17428(23) | Category: 0302/LIGHTING - OKCY-XTWN(004)TI | ||||||||
0123 | 3/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8300 | LF | 1,270.000 | 1,270.000 | 1,270.000 | $8.52 | $0.00 | $10,820.40 | |
0124 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 970.000 | 1,240.000 | 1,240.000 | $15.98 | $0.00 | $19,815.20 | |
0125 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 13,530.000 | 13,780.000 | 13,780.000 | $3.20 | $0.00 | $44,096.00 | |
0126 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 91.000 | 93.000 | 93.000 | $372.75 | $0.00 | $34,665.75 | |
0127 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 113.500 | 113.500 | 113.500 | $532.50 | $0.00 | $60,438.75 | |
0128 | REINFORCING STEEL | 804(B) 2916 | LB | 14,358.600 | 14,358.600 | 14,358.600 | $1.28 | $0.00 | $18,379.01 | |
0129 | 40' MTG.HT.HL.PTP.(G.STL.) | 806(D) 8989 | EA | 72.000 | 72.000 | 72.000 | $2,018.18 | $0.00 | $145,308.96 | |
0130 | BREAKAWAY BASE (DES. B) | 807 8092 | EA | 5.000 | 5.000 | 5.000 | $502.68 | $0.00 | $2,513.40 | |
0131 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 111.000 | 111.000 | 111.000 | $831.77 | $0.00 | $92,326.47 | |
0132 | UNDERPASS LUMINIARE | 809(B) 8098 | EA | 54.000 | 54.000 | 54.000 | $426.00 | $0.00 | $23,004.00 | |
0133 | SERVICE POLE | 810(A) 3118 | EA | 3.000 | 3.000 | 3.000 | $5,069.40 | $0.00 | $15,208.20 | |
0134 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 33,120.000 | 33,120.000 | 33,120.000 | $1.28 | $0.00 | $42,393.60 | |
0135 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 2,795.000 | 2,795.000 | 2,795.000 | $0.43 | $0.00 | $1,201.85 | |
0136 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 13,875.000 | 13,875.000 | 13,875.000 | $0.37 | $0.00 | $5,133.75 | |
Subtotals For Category 0302/LIGHTING - OKCY-XTWN(004)TI | $0.00 | $515,305.34 | ||||||||
Fed/State Project Number: OKCY-XTWN(004)TI | Project: 17428(23) | Category: 0303/TRAFFIC CONTROL - OKCY-XTWN(004)TI | ||||||||
0137 | 1 1/2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8338 | LF | 475.000 | 484.000 | 484.000 | $2.93 | $0.00 | $1,418.12 | |
0138 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 50.000 | 58.000 | 58.000 | $3.20 | $0.00 | $185.60 | |
0139 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 115.000 | 205.000 | 205.000 | $19.17 | $0.00 | $3,929.85 | |
0140 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 270.000 | 295.000 | 295.000 | $8.52 | $0.00 | $2,513.40 | |
0141 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 4.000 | 5.000 | 5.000 | $213.00 | $0.00 | $1,065.00 | |
0142 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 5.000 | 5.000 | 5.000 | $239.63 | $0.00 | $1,198.15 | |
0143 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 5.400 | 5.400 | 5.400 | $532.50 | $0.00 | $2,875.50 | |
0144 | REINFORCING STEEL | 804(B) 2916 | LB | 433.000 | 832.600 | 832.600 | $1.28 | $0.00 | $1,065.73 | |
0145 | (PL)REMOVAL OF LIGHT POLE | 805(A) 8712 | EA | 1.000 | 1.000 | 1.000 | $532.50 | $0.00 | $532.50 | |
0146 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 10.000 | 10.000 | 10.000 | $213.00 | $0.00 | $2,130.00 | |
0147 | (PL)REMOVE & RESET TRAFFIC SIGNAL EQUIPMENT | 805(D) 8742 | LSUM | 1.000 | 1.000 | 1.000 | $3,727.50 | $0.00 | $3,727.50 | |
0148 | 32'MH POLE 35'TS & 12'LMA(G.STL.) | 806(A) 8331 | EA | 1.000 | 1.000 | 1.000 | $5,828.75 | $0.00 | $5,828.75 | |
0149 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 2.000 | 2.000 | 2.000 | $319.50 | $0.00 | $639.00 | |
0150 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 2,704.000 | 2,988.000 | 2,988.000 | $0.43 | $0.00 | $1,284.84 | |
0151 | VEHICLE LOOP DETECTOR | 828(A) 8142 | EA | 5.000 | 5.000 | 5.000 | $213.00 | $0.00 | $1,065.00 | |
0152 | LOOP DETECTOR WIRE | 828(B) 8136 | LF | 2,615.000 | 2,188.000 | 2,188.000 | $3.99 | $0.00 | $8,730.12 | |
0153 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 1.000 | 1.000 | 1.000 | $665.63 | $0.00 | $665.63 | |
0154 | 1WAY 3SEC. ADJ. SIG. HD. S-9 | 831 8252 | EA | 1.000 | 1.000 | 1.000 | $639.00 | $0.00 | $639.00 | |
0155 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8207 | LF | 190.000 | 224.000 | 224.000 | $1.07 | $0.00 | $239.68 | |
0156 | 15/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8211 | LF | 400.000 | 697.000 | 697.000 | $2.13 | $0.00 | $1,484.61 | |
0157 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 1,340.000 | 2,592.000 | 2,592.000 | $1.07 | $0.00 | $2,773.44 | |
0158 | E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 3.000 | 3.000 | 3.000 | $958.50 | $0.00 | $2,875.50 | |
0159 | E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 500.000 | 808.000 | 808.000 | $1.07 | $0.00 | $864.56 | |
0160 | E.P.S. 2 CHANNEL PHASE SELECTOR | 840(D) 8595 | EA | 1.000 | 1.000 | 1.000 | $1,363.20 | $0.00 | $1,363.20 | |
0161 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 48.500 | 48.500 | 48.500 | $15.98 | $0.00 | $775.03 | |
0162 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 38.000 | 62.000 | 62.000 | $37.28 | $0.00 | $2,311.36 | |
0163 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 140.000 | 352.000 | 352.000 | $10.65 | $0.00 | $3,748.80 | |
0164 | TRAFFIC STRIPE(PAINT)(4" WIDE) | 854(A) 8800 | LF | 77,700.000 | 116,801.000 | 116,801.000 | $0.15 | $0.00 | $17,520.15 | |
0165 | TRAFFIC STRIPE(PAINT)(ARROW) | 854(B) 8803 | EA | 12.000 | 67.000 | 67.000 | $21.30 | $0.00 | $1,427.10 | |
0166 | TRAFFIC STRIPE(PAINT)(WORDS) | 854(B) 8806 | EA | 12.000 | 12.000 | 12.000 | $21.30 | $0.00 | $255.60 | |
0167 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 30,870.000 | 30,870.000 | 30,870.000 | $0.43 | $0.00 | $13,274.10 | |
0168 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 1,920.000 | 9,930.000 | 9,930.000 | $0.62 | $0.00 | $6,156.60 | |
0169 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 1,670.000 | 1,670.000 | 1,670.000 | $1.03 | $0.00 | $1,720.10 | |
0170 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 145.000 | 145.000 | 145.000 | $3.20 | $0.00 | $464.00 | |
0171 | TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | 856(B) 8860 | EA | 14.000 | 14.000 | 14.000 | $95.85 | $0.00 | $1,341.90 | |
0172 | TRAFFIC STRIPE(MULTI-POLY.)(SYMBOLS) | 856(B) 8870 | EA | 9.000 | 0.000 | 0.000 | $244.95 | $0.00 | $0.00 | |
0173 | TRAFFIC STRIPE(MULTI-POLY.)(WORDS) | 856(B) 8880 | EA | 12.000 | 14.000 | 14.000 | $213.00 | $0.00 | $2,982.00 | |
0174 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 3,000.000 | 0.000 | 0.000 | $0.21 | $0.00 | $0.00 | |
0175 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 3,000.000 | 0.000 | 0.000 | $0.53 | $0.00 | $0.00 | |
0176 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 5,000.000 | 482.000 | 482.000 | $0.21 | $0.00 | $101.22 | |
0177 | (SP)IMPACT ATTENUATOR | 871(A) 8325 | EA | 2.000 | 3.000 | 3.000 | $20,235.00 | $0.00 | $60,705.00 | |
0178 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 260.000 | 0.000 | 0.000 | $8.52 | $0.00 | $0.00 | |
0179 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 100.000 | 57.000 | 57.000 | $10.65 | $0.00 | $607.05 | |
0180 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 500.000 | 5,200.000 | 5,200.000 | $35.00 | $0.00 | $182,000.00 | |
0181 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 15,920.000 | 21,156.000 | 21,156.000 | $2.39 | $0.00 | $50,562.84 | |
0182 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 520.000 | 73.000 | 73.000 | $4.26 | $0.00 | $310.98 | |
0183 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 10,900.000 | 4,810.000 | 4,810.000 | $0.04 | $0.00 | $192.40 | |
0184 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 6,400.000 | 5,797.000 | 5,797.000 | $0.13 | $0.00 | $753.61 | |
0185 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 14,800.000 | 3,581.000 | 3,581.000 | $0.43 | $0.00 | $1,539.83 | |
0186 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 3,900.000 | 3,598.000 | 3,598.000 | $0.43 | $0.00 | $1,547.14 | |
0187 | BARRICADES(TYPE III) | 880(C) 8845 | EA | 4.000 | 0.000 | 0.000 | $117.15 | $0.00 | $0.00 | |
0188 | WING BARRICADES | 880(C) 8848 | SD | 1,040.000 | 675.000 | 675.000 | $0.09 | $0.00 | $60.75 | |
0189 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 2,080.000 | 9,189.000 | 9,189.000 | $0.37 | $0.00 | $3,399.93 | |
0190 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 11,300.000 | 17,412.000 | 17,412.000 | $0.02 | $0.00 | $348.24 | |
0191 | DRUMS | 880(F) 8878 | SD | 11,300.000 | 41,671.000 | 41,671.000 | $0.27 | $0.00 | $11,251.17 | |
0192 | TUBE CHANNELIZERS | 880(G) 8884 | SD | 3,500.000 | 9,084.000 | 9,084.000 | $0.27 | $0.00 | $2,452.68 | |
0193 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 1,000.000 | 1,000.000 | 1,000.000 | $55.83 | $0.00 | $55,830.00 | |
0194 | (SP)SMART WORK ZONE SYSTEM-PORTABLE CHANGEABLE MESSAGE SIGN | 882 8370 | SD | 5,200.000 | 976.000 | 976.000 | $8.52 | $0.00 | $8,315.52 | |
0195 | (SP)SMART WORK ZONE SYSTEM-PORTABLE TRAFFIC SENSOR (PTS) | 882 8372 | SD | 4,680.000 | 661.000 | 661.000 | $12.78 | $0.00 | $8,447.58 | |
0196 | (SP)SMART WORK ZONE SYSTEM-PAN-TILT-ZOOM CAMERA (PTZC) | 882 8374 | SD | 520.000 | 122.000 | 122.000 | $26.63 | $0.00 | $3,248.86 | |
0197 | (SP)SMART WORK ZONE SYSTEM-WEBSITE SYSTEM | 882 8376 | SD | 260.000 | 122.000 | 122.000 | $26.63 | $0.00 | $3,248.87 | |
0198 | (PL)SMART WORK ZONE SYSTEM SETUP | 882 8378 | EA | 1.000 | 1.000 | 1.000 | $43,665.00 | $0.00 | $43,665.00 | |
0199 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 1,560.000 | 363.000 | 363.000 | $6.39 | $0.00 | $2,319.57 | |
8003 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 0.000 | 4,700.000 | 4,700.000 | $-3.50 | $0.00 | $-16,450.00 | |
8009 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 1.000 | 1.000 | $925.50 | $0.00 | $925.50 | |
Subtotals For Category 0303/TRAFFIC CONTROL - OKCY-XTWN(004)TI | $0.00 | $526,455.16 | ||||||||
Fed/State Project Number: OKCY-XTWN(004)TI | Project: 17428(23) | Category: 0600/STAKING | ||||||||
0200 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $215,238.00 | $0.00 | $215,238.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $215,238.00 | ||||||||
Fed/State Project Number: OKCY-XTWN(004)TI | Project: 17428(23) | Category: 0640/CONSTRUCTION | ||||||||
0201 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $2,200.00 | $0.00 | $2,200.00 | |
0202 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 0.000 | 0.000 | $9,874.00 | $0.00 | $0.00 | |
0203 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $1,005,000.00 | $0.00 | $1,005,000.00 | |
0204 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $99,199.85 | $0.00 | $99,199.84 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $1,106,399.84 | ||||||||
Fed/State Project Number: OKCY-XTWN(004)TI | Project: 17428(23) | Category: 0900/NON PARTICIPATING | ||||||||
8002 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $12,112.70 | $0.00 | $12,112.70 | |
8006 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 0.000 | 1.000 | 1.000 | $7,349.64 | $0.00 | $7,349.64 | |
8016 | SPECIAL CONCRETE FINISH | 509 6152 | SY | 0.000 | 4,410.000 | 4,410.000 | $12.94 | $0.00 | $57,065.40 | |
8018 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 0.000 | 849.250 | 849.250 | $52.42 | $0.00 | $44,517.68 | |
8023 | INCENTIVE FOR EARLY COMPLETION | 108 0175 | DAY | 0.000 | 3.000 | 3.000 | $25,000.00 | $0.00 | $75,000.00 | |
Subtotals For Category 0900/NON PARTICIPATING | $0.00 | $196,045.42 | ||||||||
Subtotals For Project OKCY-XTWN(004)TI /17428(23) | $0.00 | $26,792,150.44 |
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: ACOKCY-XTWN(073)TE | Project: 17428(84) | Category: 0100/ROADWAY - ACOKCY-XTWN(073)TE | ||||||||
0205 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 2,080.000 | 4,697.410 | 4,697.410 | $9.62 | $0.00 | $45,189.08 | |
0206 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 780.000 | 0.000 | 0.000 | $2.66 | $0.00 | $0.00 | |
0207 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 32.000 | 0.000 | 0.000 | $8.52 | $0.00 | $0.00 | |
0208 | SOLID SLAB SODDING | 230(A) 2806 | SY | 311.000 | 0.000 | 0.000 | $3.73 | $0.00 | $0.00 | |
0209 | EXCELSIOR MAT | 233(E) 2822 | SY | 1,200.000 | 0.000 | 0.000 | $5.86 | $0.00 | $0.00 | |
0210 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 0.310 | 0.000 | 0.000 | $1,597.50 | $0.00 | $0.00 | |
0211 | RETAINING WALL PYLON | 504 6430 | EA | 3.000 | 3.000 | 3.000 | $5,325.00 | $0.00 | $15,975.00 | |
0212 | RETAINING WALL | 510(A) 6333 | SY | 736.800 | 767.600 | 767.600 | $532.50 | $0.00 | $408,747.00 | |
0213 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 1,295.000 | 1,295.000 | 1,295.000 | $42.60 | $0.00 | $55,167.00 | |
0214 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 1,295.000 | 1,261.000 | 1,261.000 | $12.78 | $0.00 | $16,115.58 | |
0215 | SHEET PILING, FURNISHED | 514(H) 6355 | SY | 77.000 | 153.000 | 153.000 | $639.00 | $0.00 | $97,767.00 | |
0216 | SHEET PILING, DRIVEN | 514(I) 6360 | SY | 77.000 | 153.000 | 153.000 | $79.88 | $0.00 | $12,221.64 | |
0217 | REMOVAL OF EXISTING RETAINING WALL | 619(B) 6068 | LF | 320.000 | 320.000 | 320.000 | $127.80 | $0.00 | $40,896.00 | |
8000 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 0.000 | 309.000 | 309.000 | $958.41 | $0.00 | $296,148.69 | |
8001 | EPOXY COATED REINFORCING STEEL | 511(B) 4269 | LB | 0.000 | 21,389.660 | 21,389.660 | $1.18 | $0.00 | $25,239.80 | |
8010 | 24" CORRUGATED POLYETHYLENE PIPE | 613(E) 4785 | LF | 0.000 | 140.000 | 140.000 | $27.16 | $0.00 | $3,802.40 | |
Subtotals For Category 0100/ROADWAY - ACOKCY-XTWN(073)TE | $0.00 | $1,017,269.19 | ||||||||
Fed/State Project Number: ACOKCY-XTWN(073)TE | Project: 17428(84) | Category: 0200/BRIDGE - ACOKCY-XTWN(073)TE | ||||||||
0218 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 815.000 | 815.000 | 815.000 | $42.60 | $0.00 | $34,719.00 | |
0219 | STRUCTURAL STEEL | 506(A) 1322 | LB | 4,210.000 | 4,210.000 | 4,210.000 | $5.33 | $0.00 | $22,439.30 | |
0220 | CLASS AA CONCRETE | 509(A) 1326 | CY | 581.300 | 581.300 | 581.300 | $532.50 | $0.00 | $309,542.25 | |
0221 | CLASS A CONCRETE | 509(B) 1328 | CY | 142.800 | 231.210 | 231.210 | $639.00 | $0.00 | $147,743.19 | |
0222 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 152,050.000 | 149,660.000 | 149,660.000 | $1.07 | $0.00 | $160,136.20 | |
0223 | DRILLED SHAFTS 36" DIAMETER | 516(A) 6092 | LF | 290.000 | 451.000 | 451.000 | $452.63 | $0.00 | $204,136.13 | |
0224 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 502.000 | 502.000 | 502.000 | $639.00 | $0.00 | $320,778.00 | |
0225 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 116.000 | 0.000 | 0.000 | $852.00 | $0.00 | $0.00 | |
0226 | POST-TENSIONING | 517 6005 | LSUM | 1.000 | 1.000 | 1.000 | $159,750.00 | $0.00 | $159,750.00 | |
Subtotals For Category 0200/BRIDGE - ACOKCY-XTWN(073)TE | $0.00 | $1,359,244.07 | ||||||||
Fed/State Project Number: ACOKCY-XTWN(073)TE | Project: 17428(84) | Category: 0900/NON-PARTICIPATION | ||||||||
8022 | MILESTONE INCENTIVE COMPENSATION | 644 7215 | LSUM | 0.000 | 1.000 | 1.000 | $100,000.00 | $0.00 | $100,000.00 | |
Subtotals For Category 0900/NON-PARTICIPATION | $0.00 | $100,000.00 | ||||||||
Subtotals For Project ACOKCY-XTWN(073)TE /17428(84) | $0.00 | $2,476,513.26 |
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: SEC115-155N(826)SG | Project: 22873(10) | Category: 0904/ITS - SEC115-155N(826)SG | ||||||||
0227 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 550.000 | 553.000 | 553.000 | $15.98 | $0.00 | $8,836.94 | |
0228 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 1,922.000 | 1,905.000 | 1,905.000 | $3.20 | $0.00 | $6,096.00 | |
0229 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 110.000 | 179.000 | 179.000 | $19.17 | $0.00 | $3,431.43 | |
0230 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 1,340.000 | 1,265.000 | 1,265.000 | $8.52 | $0.00 | $10,777.80 | |
0231 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 5.000 | 5.000 | 5.000 | $239.63 | $0.00 | $1,198.15 | |
0232 | GROUND BOX (GB48) | 803(B) 8090 | EA | 1.000 | 1.000 | 1.000 | $5,644.50 | $0.00 | $5,644.50 | |
0233 | GROUND BOX (R48) | 803(B) 8105 | EA | 4.000 | 4.000 | 4.000 | $2,023.50 | $0.00 | $8,094.00 | |
0234 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 25.950 | 25.950 | 25.950 | $532.50 | $0.00 | $13,818.38 | |
0235 | REINFORCING STEEL | 804(B) 2916 | LB | 2,486.500 | 2,486.500 | 2,486.500 | $1.28 | $0.00 | $3,182.72 | |
0236 | (PL)REMOVE & RESET/RELOCATE ITS EQUIPMENT | 805(D) 8764 | EA | 1.000 | 1.000 | 1.000 | $3,195.00 | $0.00 | $3,195.00 | |
0237 | SERVICE POLE | 810(A) 3118 | EA | 4.000 | 4.000 | 4.000 | $4,686.00 | $0.00 | $18,744.00 | |
0238 | 1/C NO.0 ELECTRICAL CONDUCTOR | 811 8032 | LF | 4,385.000 | 4,385.000 | 4,385.000 | $3.46 | $0.00 | $15,172.10 | |
0239 | (SP)CCTV CAMERA, WEB | 815(A) 8615 | EA | 27.000 | 27.000 | 27.000 | $1,861.62 | $0.00 | $50,263.74 | |
0240 | (SP)CCTV CAMERA, PAN-TILT-ZOOM | 815(B) 8610 | EA | 14.000 | 14.000 | 14.000 | $5,945.90 | $0.00 | $83,242.60 | |
0241 | (SP)CCTV CAMERA POLE | 816 8620 | EA | 6.000 | 6.000 | 6.000 | $19,876.10 | $0.00 | $119,256.60 | |
0242 | (SP)FIBER OPTIC CABLE, 24 SMF | 818(A) 8715 | LF | 3,100.000 | 3,100.000 | 3,100.000 | $3.73 | $0.00 | $11,563.00 | |
0243 | (SP)FIBER OPTIC PATCH PANEL, 24 PORT | 818(B) 8745 | EA | 6.000 | 6.000 | 6.000 | $798.75 | $0.00 | $4,792.50 | |
0244 | (SP)FIBER OPTIC CABLE SPLICE | 818(C) 8735 | EA | 96.000 | 96.000 | 96.000 | $90.53 | $0.00 | $8,690.88 | |
0245 | (SP)FIBER OPTIC CABLE TERMINATION | 818(D) 8740 | EA | 96.000 | 96.000 | 96.000 | $106.50 | $0.00 | $10,224.00 | |
0246 | (SP)FIBER OPTIC ROUTE SIGN & INSTALLATION | 818(G) 5570 | EA | 3.000 | 3.000 | 3.000 | $53.25 | $0.00 | $159.75 | |
0247 | (PL)FIBER OPTIC & COMMUNICATION EQUIPMENT | 819 8780 | LSUM | 1.000 | 1.000 | 1.000 | $170,729.09 | $0.00 | $170,729.09 | |
0248 | (SP)INSTALLATION OF COMMUNICATION CABLE | 819(B) 5550 | LF | 600.000 | 600.000 | 600.000 | $21.30 | $0.00 | $12,780.00 | |
0249 | (SP)CABINET | 824(C) 6551 | EA | 4.000 | 4.000 | 4.000 | $13,259.25 | $0.00 | $53,037.00 | |
0250 | (PL)SHIELD ISOLATION PEDESTAL | 887(F) 8370 | EA | 5.000 | 5.000 | 5.000 | $372.75 | $0.00 | $1,863.75 | |
Subtotals For Category 0904/ITS - SEC115-155N(826)SG | $0.00 | $624,793.93 | ||||||||
Subtotals For Project SEC115-155N(826)SG /22873(10) | $0.00 | $624,793.93 |