Contract ID: | 110504 | Estimate Number: | 0020 | Contract No: | 710665 | |||
Residency: | EDMOND (04400) | Estimate Type: | Progressive | Account No: | 400400 | |||
Project Number(s): | OKCY-XTWN(046) | ||||||||||||
Primary Job Piece No: | 17428(58) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE I-40: FROM WEST OF MAY AVENUE, EXTEND EAST IN OKLAHOMA CITY. AGNEW AVENUE: FROM RENO AVENUE, EXTEND SOUTH. PROJECT LENGTH = 0.897 MILES. | ||||||||||||
Primary County: | OKLAHOMA | ||||||||||||
Name of Road: | I-40 / CITY STREET | ||||||||||||
Prime Contractor: | ALLEN CONTRACTING, INC. | ||||||||||||
1100 South Eastern | |||||||||||||
OKLAHOMA CITY , OK 73129 | |||||||||||||
Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
Date Let: | 11/17/2011 | NTP Effective Date: | 02/15/2012 | Pay Period: | 12/16/2012 TO 01/15/2013 |
Date Awarded: | 12/05/2011 | Date Work Began: | 02/27/2012 | Original Contract Time: | 300 |
Date Contract Executed: | 12/16/2011 | Date Time Stopped: | Current Time Charged: | 324.00 | |
Date NTP Issued: | 12/20/2011 | Completion Date: | Current Time Allowed: | 300.00 | |
General Liability Expires: | 09/01/2013 | Workman's Comp Expires: | 09/01/2013 | Percent Time Used: | 108.00 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $17,848,090.77 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $17,699,647.18 | Participating: | $15,396,501.96 | $14,559,402.16 | $837,099.80 | ||
Percent Complete: | 85.59 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $2,571,894.15 | Total Earnings: | $15,396,501.96 | $14,559,402.16 | $837,099.80 | ||
Unearned Balance: | $2,423,450.56 | Stockpiled Materials: | $164,246.42 | $165,105.65 | $-859.23 | ||
Gross Earnings: | $15,560,748.38 | $14,724,507.81 | $836,240.57 | ||||
Other Adjustments: | $-236,551.76 | $-236,551.76 | $0.00 | ||||
Liq Dam/Disincentive: | $-48,000.00 | $0.00 | $-48,000.00 | ||||
TOTAL: | $15,276,196.62 | $14,487,956.05 | $788,240.57 |
Contract ID: | 110504 | Estimate Number: | 0020 | Primary JP: | 17428(58) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
002 | Extension of Drainage Structure X-3 | Approved | 12/04/2012 | 0.0 | $66,858.88 |
003 | Revision of Original Plan Quantities | Approved | 09/11/2012 | 0.0 | $79,135.71 |
004 | Signal Modification for Traffic Control | Approved | 06/26/2012 | 0.0 | $2,449.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
17428(58) | 0011 | Fabric | Stockpiled Material Initial Payment | 0004 | $5,384.05 |
17428(58) | 0011 | Fabric | Stockpiled Material Adjustment | 0014 | $-4,000.89 |
17428(58) | 0011 | Fabric | Stockpiled Material Adjustment | 0015 | $-1,382.58 |
17428(58) | 0013 | Fabric | Stockpiled Material Adjustment | 0018 | $-973.20 |
17428(58) | 0013 | Fabric | Stockpiled Material Adjustment | 0009 | $-22,274.20 |
17428(58) | 0013 | Fabric | Stockpiled Material Adjustment | 0013 | $-40,519.93 |
17428(58) | 0013 | Fabric | Stockpiled Material Initial Payment | 0004 | $70,419.41 |
17428(58) | 0013 | Fabric | Stockpiled Material Adjustment | 0012 | $-4,109.92 |
17428(58) | 0013 | Fabric | Stockpiled Material Initial Payment | 0004 | $74,062.48 |
17428(58) | 0013 | Fabric | Stockpiled Material Adjustment | 0011 | $-37,660.48 |
17428(58) | 0013 | Fabric | Stockpiled Material Adjustment | 0011 | $-11,391.68 |
17428(58) | 0013 | Fabric | Stockpiled Material Adjustment | 0020 | $-859.23 |
17428(58) | 0013 | Fabric | Stockpiled Material Adjustment | 0008 | $-14,127.79 |
17428(58) | 0022 | Dowel Baskets | Stockpiled Material Adjustment | 0011 | $-47,060.76 |
17428(58) | 0022 | Dowel Baskets | Stockpiled Material Initial Payment | 0004 | $58,157.68 |
17428(58) | 0022 | Dowel Baskets | Stockpiled Material Adjustment | 0012 | $-11,096.92 |
17428(58) | 0093 | Raw Steel | Stockpiled Material Adjustment | 0009 | $-13,772.92 |
17428(58) | 0093 | Raw Steel | Stockpiled Material Adjustment | 0009 | $-4,232.89 |
17428(58) | 0093 | Raw Steel | Stockpiled Material Adjustment | 0008 | $-22,308.26 |
17428(58) | 0093 | Raw Steel | Stockpiled Material Adjustment | 0008 | $-18,639.87 |
17428(58) | 0093 | Raw Steel | Stockpiled Material Adjustment | 0008 | $-19,790.14 |
17428(58) | 0093 | Raw Steel | Stockpiled Material Adjustment | 0008 | $-20,089.87 |
17428(58) | 0093 | Raw Steel | Stockpiled Material Initial Payment | 0001 | $13,772.92 |
17428(58) | 0093 | Raw Steel | Stockpiled Material Initial Payment | 0001 | $26,541.15 |
17428(58) | 0093 | Raw Steel | Stockpiled Material Initial Payment | 0001 | $18,639.87 |
17428(58) | 0093 | Raw Steel | Stockpiled Material Initial Payment | 0001 | $20,089.87 |
17428(58) | 0093 | Raw Steel | Stockpiled Material Initial Payment | 0001 | $19,790.14 |
17428(58) | 0113 | Beams III | Stockpiled Material Initial Payment | 0005 | $142,893.55 |
17428(58) | 0113 | Beams III | Stockpiled Material Adjustment | 0008 | $-77,825.54 |
17428(58) | 0113 | Beams III | Stockpiled Material Adjustment | 0012 | $-65,068.01 |
17428(58) | 0114 | Beams IV | Stockpiled Material Adjustment | 0008 | $-7,620.79 |
17428(58) | 0114 | Beams IV | Stockpiled Material Initial Payment | 0005 | $212,792.27 |
17428(58) | 0114 | Beams IV | Stockpiled Material Adjustment | 0015 | $-7,530.77 |
17428(58) | 0114 | Beams IV | Stockpiled Material Adjustment | 0007 | $-197,640.72 |
17428(58) | 0149 | 32'MH Pole 40'TS | Stockpiled Material Initial Payment | 0015 | $8,801.22 |
17428(58) | 0150 | 32'MH Pole 50'TS | Stockpiled Material Initial Payment | 0015 | $13,764.08 |
17428(58) | 0151 | 32'MH Pole 30'TS | Stockpiled Material Initial Payment | 0015 | $8,349.29 |
17428(58) | 0153 | Luminaires | Stockpiled Material Initial Payment | 0015 | $2,949.90 |
17428(58) | 0193 | Luminaire Arms | Stockpiled Material Initial Payment | 0015 | $6,002.70 |
17428(58) | 0195 | Luminaire | Stockpiled Material Initial Payment | 0015 | $3,933.20 |
17428(58) | 0197 | Luminaires | Stockpiled Material Initial Payment | 0009 | $19,170.00 |
17428(58) | 0202 | 120' HM Pole | Stockpiled Material Initial Payment | 0009 | $9,711.00 |
17428(58) | 0202 | 120' High Mast | Stockpiled Material Initial Payment | 0012 | $26,850.00 |
17428(58) | 0203 | 140' HM Pole | Stockpiled Material Initial Payment | 0009 | $9,777.00 |
17428(58) | 0203 | 140' High Mast | Stockpiled Material Initial Payment | 0012 | $38,700.00 |
17428(58) | 0204 | Light. Rod, Arrestor, Obstr. Lght | Stockpiled Material Initial Payment | 0009 | $3,672.00 | Subtotals For Stockpile Payments | $164,246.42 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0020 | --24 | $2,000.00 | $-48,000.00 | Subtotals For Liquidated Damages | $-48,000.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
Milestone Adjust. (Prog. Est. Only) | 0004 | $8,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0005 | $30,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0006 | $32,000.00 | Subtotals For Contract Adjustments | $70,000.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
17428(58) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0003 | 47,133.00 | $0.01 | $776.28 |
17428(58) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0004 | 31,182.00 | $0.01 | $513.57 |
17428(58) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0008 | 44,465.00 | $-0.04 | $-2,066.29 |
17428(58) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0009 | 26,964.00 | $-0.10 | $-2,709.07 |
17428(58) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0010 | 27,538.00 | $-0.10 | $-2,766.74 |
17428(58) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0012 | 5,000.00 | $-0.01 | $-82.35 |
17428(58) | 0002 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0003 | 12,164.00 | $0.01 | $200.34 |
17428(58) | 0002 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0009 | 2,707.00 | $-0.10 | $-271.97 |
17428(58) | 0002 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0010 | 16,706.00 | $-0.10 | $-1,678.45 |
17428(58) | 0002 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0012 | 5,000.00 | $-0.01 | $-82.35 |
17428(58) | 0016 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0008 | 705.73 | $1.53 | $1,080.40 |
17428(58) | 0016 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0012 | 350.66 | $0.48 | $168.63 |
17428(58) | 0016 | SUPERPAVE, TYPE S3(PG 76-28 OK) | * ROADWAY DENSITY | 0019 | -2,722.25 | $67.43 | $-183,561.32 |
17428(58) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 2,397.21 | $1.53 | $3,669.89 |
17428(58) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 1,720.74 | $0.48 | $827.50 |
17428(58) | 0018 | SUPERPAVE, TYPE S4(PG 76-28 OK) | * ROADWAY DENSITY | 0019 | -1,443.95 | $83.50 | $-120,569.83 | Subtotals For Line Item Adjustments | $-306,551.76 | * = 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 | 02/26/2012 | NOT ENTERED | 270.00 DYS | $15,000.00 | N | |||
02 | Internal Milestone Bridge MF | 02/26/2012 | 04/06/2012 | 60.00 DYS | $2,000.00 | Y |
MILESTONE ADJUSTMENTS | |||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
02 | System Application of Disincentive Adj | 0004 | $-8,000.00 |
02 | System Application of Disincentive Adj | 0005 | $-30,000.00 |
02 | System Application of Disincentive Adj | 0006 | $-32,000.00 |
02 | System Application of Disincentive Adj | 0007 | $-14,000.00 |
02 | System Application of Disincentive Adj | 0008 | $-46,000.00 |
02 | System Application of Disincentive Adj | 0009 | $30,000.00 |
02 | System Application of Disincentive Adj | 0009 | $46,000.00 |
02 | System Application of Disincentive Adj | 0009 | $32,000.00 |
02 | System Application of Disincentive Adj | 0009 | $14,000.00 |
02 | System Application of Disincentive Adj | 0009 | $8,000.00 | Subtotals For Milestones | $0.00 |
Contract ID: | 110504 | Estimate Number: | 0020 | Primary JP: | 17428(58) | |||
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(046) | Project: 17428(58) | Category: 0100/ROADWAY | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 231,572.000 | 231,572.000 | 229,984.000 | $3.24 | $0.00 | $745,148.16 | |
0002 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 68,314.000 | 69,312.000 | 69,312.000 | $5.31 | $0.00 | $368,046.72 | |
0003 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.750 | $8,605.02 | $0.00 | $6,453.77 | |
0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 8,962.000 | 8,962.000 | 4,687.000 | $1.62 | $0.00 | $7,592.94 | |
0005 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 43.000 | 43.000 | 0.000 | $108.20 | $0.00 | $0.00 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 144.000 | 144.000 | 14.000 | $6.49 | $0.00 | $90.86 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 46,097.000 | 46,097.000 | 48,650.420 | $1.14 | $0.00 | $55,461.48 | |
0008 | MOWING | 241 2832 | AC | 18.000 | 18.000 | 0.000 | $108.20 | $0.00 | $0.00 | |
0009 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 12,896.000 | 12,896.000 | 2,870.360 | 12,896.000 | $33.20 | $95,295.95 | $428,147.20 |
0010 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 90,800.000 | 90,800.000 | 84,000.000 | $5.01 | $0.00 | $420,839.99 | |
0011 | CEMENT TREATED BASE | 317 4270 | SY | 3,428.000 | 3,618.000 | 3,427.630 | $8.23 | $0.00 | $28,209.39 | |
0012 | OPEN-GRADED PORTLAND CEMENT BASE | 319(B) 5254 | SY | 55,561.000 | 58,614.000 | 13,558.700 | 55,561.000 | $7.71 | $104,537.58 | $428,375.31 |
0013 | SEPARATOR FABRIC | 325 5271 | SY | 177,137.000 | 177,137.000 | 1,057.110 | 161,677.740 | $1.67 | $1,765.37 | $270,001.82 |
0014 | TACK COAT | 407(B) 0250 | GAL | 3,504.000 | 3,504.000 | 1,662.000 | $3.70 | $0.00 | $6,149.40 | |
0015 | PRIME COAT | 408 5774 | GAL | 4,390.000 | 4,390.000 | 0.000 | $3.16 | $0.00 | $0.00 | |
0016 | SUPERPAVE, TYPE S3(PG 76-28 OK) | 411(B) 5935 | TON | 3,701.000 | 3,701.000 | 0.000 | 3,778.640 | $67.43 | $0.00 | $254,793.69 |
0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 10,796.000 | 10,796.000 | 7,828.730 | $54.56 | $0.00 | $427,135.50 | |
0018 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 2,468.000 | 2,468.000 | 0.000 | 1,443.950 | $83.50 | $0.00 | $120,569.83 |
0019 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 17,128.000 | 17,828.000 | 2,979.160 | 13,335.170 | $11.10 | $33,068.68 | $148,020.39 |
0020 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 21,619.000 | 21,619.000 | 1,606.920 | 10,710.240 | $14.83 | $23,830.62 | $158,832.85 |
0021 | CONT. REINF. P.C.C. PAVEMENT(PLACEMENT) | 414(C) 4425 | SY | 26,933.000 | 28,396.000 | 28,396.000 | $28.00 | $0.00 | $795,088.00 | |
0022 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 22,084.000 | 22,084.000 | 1,493.570 | 18,888.010 | $88.00 | $131,434.16 | $1,662,144.88 |
0023 | TERMINAL JOINT SLEEPER SLAB | 414(J) 5263 | SY | 554.000 | 554.000 | 416.990 | $62.47 | $0.00 | $26,049.37 | |
0024 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 5,210.000 | 5,210.000 | 500.000 | 4,108.000 | $53.41 | $26,705.00 | $219,408.28 |
0025 | SPECIAL CONCRETE FINISH | 509 6152 | SY | 20,688.000 | 20,688.000 | 11,375.500 | $10.71 | $0.00 | $121,831.61 | |
0026 | CLASS A CONCRETE | 509(B) 0321 | CY | 974.000 | 604.000 | 543.000 | $291.40 | $0.00 | $158,230.20 | |
0027 | CLASS C CONCRETE | 509(D) 0325 | CY | 175.000 | 175.000 | 90.090 | $243.45 | $0.00 | $21,932.41 | |
0028 | SLOPE WALL (5") | 510(C) 6135 | SY | 1,339.000 | 1,339.000 | 839.970 | $44.92 | $0.00 | $37,731.45 | |
0029 | REINFORCING STEEL | 511(A) 0332 | LB | 74,633.000 | 89,083.360 | 14,450.360 | 89,083.360 | $0.92 | $13,294.33 | $81,956.69 |
0030 | CONCRETE CURB (6" MNTBLE-INTEGRAL) | 609(A) 0288 | LF | 1,483.000 | 1,483.000 | 890.000 | 1,723.000 | $2.71 | $2,411.90 | $4,669.33 |
0031 | CONCRETE CURB (8" BARRIER-INTEGRAL) | 609(A) 0380 | LF | 110.000 | 110.000 | 0.000 | $3.22 | $0.00 | $0.00 | |
0032 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 9,269.000 | 9,269.000 | 9,255.000 | $16.84 | $0.00 | $155,854.20 | |
0033 | 6" CONCRETE SIDEWALK | 610(A) 0605 | SY | 1,711.000 | 1,711.000 | 0.000 | $34.59 | $0.00 | $0.00 | |
0034 | 4" CONCRETE DIVIDING STRIP | 610(C) 0608 | SY | 1,255.000 | 1,255.000 | 0.000 | $29.95 | $0.00 | $0.00 | |
0035 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 3,889.000 | 3,889.000 | 724.990 | $26.29 | $0.00 | $19,059.99 | |
0036 | TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 200.000 | 200.000 | 0.000 | $18.48 | $0.00 | $0.00 | |
0037 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 8.000 | 8.000 | 8.000 | $2,176.44 | $0.00 | $17,411.52 | |
0038 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 3.000 | 3.000 | 3.000 | $1,664.46 | $0.00 | $4,993.38 | |
0039 | INLET CI DES. 1 (A-B) | 611(G) 5107 | EA | 2.000 | 2.000 | 2.000 | $2,076.22 | $0.00 | $4,152.44 | |
0040 | INLET CI DES. 2 (B) | 611(G) 5113 | EA | 12.000 | 12.000 | 9.000 | $2,962.33 | $0.00 | $26,660.97 | |
0041 | INLET CI DES. 2 (C) | 611(G) 5114 | EA | 1.000 | 1.000 | 1.000 | $3,072.67 | $0.00 | $3,072.67 | |
0042 | INLET CI DES. 2 (2B) | 611(G) 5117 | EA | 2.000 | 2.000 | 4.000 | $3,569.98 | $0.00 | $14,279.92 | |
0043 | INLET CI DES. 2 (2D) | 611(G) 5119 | EA | 2.000 | 2.000 | 2.000 | $4,354.19 | $0.00 | $8,708.38 | |
0044 | INLET CI DES. 3 (STD) | 611(G) 5120 | EA | 2.000 | 2.000 | 2.000 | $4,001.48 | $0.00 | $8,002.96 | |
0045 | INLET CI DES. 3 (B) | 611(G) 5121 | EA | 2.000 | 2.000 | 2.000 | $4,511.51 | $0.00 | $9,023.02 | |
0046 | INLET CI DES. 3 (D) | 611(G) 5122 | EA | 1.000 | 1.000 | 1.000 | $5,962.46 | $0.00 | $5,962.46 | |
0047 | INLET CI DES. 3 (B-D) | 611(G) 5124 | EA | 1.000 | 1.000 | 0.000 | $5,683.48 | $0.00 | $0.00 | |
0048 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 1.000 | 1.000 | 2.000 | $1,255.44 | $0.00 | $2,510.88 | |
0049 | INLET MEDIAN BARRIER, TYPE I, DES.1 | 611(G) 7126 | EA | 6.000 | 6.000 | 6.000 | $2,721.30 | $0.00 | $16,327.80 | |
0050 | INLET ADJUST TO GRADE | 612(C) 0645 | EA | 13.000 | 13.000 | 12.000 | $2,977.38 | $0.00 | $35,728.56 | |
0051 | FIRE HYDRANT RESET | 612(G) 0650 | EA | 1.000 | 1.000 | 0.000 | $3,787.04 | $0.00 | $0.00 | |
0052 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 2,836.000 | 2,836.000 | 2,558.000 | $32.28 | $0.00 | $82,572.24 | |
0053 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 1,818.000 | 1,818.000 | 1,596.000 | $42.87 | $0.00 | $68,420.52 | |
0054 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 672.000 | 672.000 | 777.000 | $54.63 | $0.00 | $42,447.51 | |
0055 | 30" R.C.PIPE CLASS V | 613(A) 0596 | LF | 10.000 | 10.000 | 10.000 | $71.86 | $0.00 | $718.60 | |
0056 | EDGE DRAIN CONDUIT-PERFORATED | 613(J) 5915 | LF | 4,582.000 | 4,582.000 | 1,509.000 | 5,759.000 | $10.40 | $15,693.60 | $59,893.60 |
0057 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 613(K) 5916 | LF | 60.000 | 60.000 | 20.000 | $19.60 | $0.00 | $392.00 | |
0058 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 3.000 | 3.000 | 7.000 | $539.89 | $0.00 | $3,779.23 | |
0059 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 1.000 | 1.000 | 1.000 | $629.28 | $0.00 | $629.28 | |
0060 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5732 | EA | 1.000 | 1.000 | 1.000 | 1.000 | $737.42 | $737.42 | $737.42 |
0061 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 3.000 | 3.000 | 0.000 | $495.78 | $0.00 | $0.00 | |
0062 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 3,665.000 | 3,665.000 | 472.000 | 3,665.000 | $2.77 | $1,307.44 | $10,152.05 |
0063 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 4,373.000 | 4,373.000 | 4,373.000 | $2.44 | $0.00 | $10,670.12 | |
0064 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 45,833.000 | 45,833.000 | 45,833.000 | $0.81 | $0.00 | $37,124.73 | |
0065 | REMOVAL OF DRAINAGE INLETS | 619(B) 4741 | EA | 2.000 | 2.000 | 0.000 | $119.46 | $0.00 | $0.00 | |
0066 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 57,078.000 | 2,078.000 | 2,078.000 | $4.06 | $0.00 | $8,436.68 | |
0067 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 52.000 | 52.000 | 26.000 | $6.26 | $0.00 | $162.76 | |
0068 | REMOVAL OF CONCRETE SLOPE PROTECTION | 619(B) 4821 | SY | 5,095.000 | 5,095.000 | 423.490 | 5,645.600 | $5.72 | $2,422.36 | $32,292.83 |
0069 | REMOVAL OF CONCRETE MEDIAN BARRIER | 619(B) 4915 | LF | 1,190.000 | 1,190.000 | 1,305.000 | $6.93 | $0.00 | $9,043.65 | |
0070 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 445.000 | 445.000 | 445.000 | 709.000 | $6.27 | $2,790.15 | $4,445.43 |
0071 | REMOVAL OF EXISTING PARAPET | 619(B) 6252 | LF | 1,595.000 | 1,595.000 | 1,587.000 | $6.93 | $0.00 | $10,997.91 | |
0072 | FENCE-STYLE CLF (6'HIGH, CLASS A) | 624(E) 4292 | LF | 249.000 | 249.000 | 0.000 | $23.53 | $0.00 | $0.00 | |
0073 | CONCRETE LONGITUDINAL BARRIER, DESIGN 1 | 627(A) 4317 | LF | 1,579.000 | 1,579.000 | 877.000 | $28.31 | $0.00 | $24,827.87 | |
0074 | CONCRETE LONGITUDINAL BARRIER END SECTIONS | 627(B) 4410 | EA | 2.000 | 2.000 | 0.000 | $816.50 | $0.00 | $0.00 | |
8001 | CLASS AA CONCRETE | 509(A) 0319 | CY | 0.000 | 303.100 | 303.100 | 303.100 | $493.57 | $149,601.07 | $149,601.07 |
8002 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 0.000 | 55,000.000 | 55,000.000 | $3.88 | $0.00 | $213,400.00 | |
Subtotals For Category 0100/ROADWAY | $604,895.63 | $8,105,406.17 | ||||||||
Fed/State Project Number: OKCY-XTWN(046) | Project: 17428(58) | Category: 0101/RETAINING WALL | ||||||||
0075 | SELECT BORROW | 202(E) 0186 | CY | 905.000 | 905.000 | 905.000 | $6.26 | $0.00 | $5,665.30 | |
0076 | AGGREGATE BASE TYPE C | 303(C) 2130 | CY | 140.000 | 140.000 | 35.250 | $52.18 | $0.00 | $1,839.35 | |
0077 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 3,757.000 | 3,757.000 | 3,757.000 | $6.56 | $0.00 | $24,645.92 | |
0078 | GRANULAR BACKFILL | 501(F) 6352 | CY | 9,159.000 | 9,159.000 | 9,781.000 | $17.00 | $0.00 | $166,277.00 | |
0079 | RETAINING WALL | 510(A) 6333 | SY | 1,995.000 | 1,995.000 | 2,067.000 | $400.00 | $0.00 | $826,800.00 | |
0080 | MSE RETAINING WALL | 510(D) 6341 | SY | 824.000 | 824.000 | 824.000 | $284.62 | $0.00 | $234,526.88 | |
0081 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 4,060.000 | 4,060.000 | 4,060.000 | $33.30 | $0.00 | $135,198.00 | |
0082 | PILES, FURNISHED (HP 14X73) | 514(A) 6012 | LF | 6,754.000 | 6,754.000 | 6,754.000 | $44.73 | $0.00 | $302,106.42 | |
0083 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 4,060.000 | 4,060.000 | 3,808.800 | $12.22 | $0.00 | $46,543.54 | |
0084 | PILES, DRIVEN (HP 14X73) | 514(B) 6296 | LF | 6,754.000 | 6,754.000 | 5,785.650 | $13.46 | $0.00 | $77,874.85 | |
0085 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 1,380.000 | 1,380.000 | 1,380.000 | $9.90 | $0.00 | $13,662.00 | |
0086 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 61.000 | 61.000 | 0.000 | $8.97 | $0.00 | $0.00 | |
Subtotals For Category 0101/RETAINING WALL | $0.00 | $1,835,139.26 | ||||||||
Fed/State Project Number: OKCY-XTWN(046) | Project: 17428(58) | Category: 0200/BRIDGE 'M-A' | ||||||||
0087 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 72.000 | 72.000 | 72.000 | $12.88 | $0.00 | $927.36 | |
0088 | GRANULAR BACKFILL | 501(F) 6352 | CY | 151.200 | 151.200 | 151.200 | $34.16 | $0.00 | $5,164.99 | |
0089 | CLSM BACKFILL | 501(G) 6309 | CY | 224.000 | 224.000 | 226.500 | $75.68 | $0.00 | $17,141.52 | |
0090 | APPROACH SLAB | 504(A) 1304 | SY | 427.200 | 427.200 | 427.200 | $153.49 | $0.00 | $65,570.93 | |
0091 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,744.900 | 1,744.900 | 1,744.900 | $4.38 | $0.00 | $7,642.66 | |
0092 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 465.100 | 465.100 | 0.000 | 264.000 | $29.93 | $0.00 | $7,901.52 |
0093 | STRUCTURAL STEEL | 506(A) 1322 | LB | 222,340.000 | 222,340.000 | 222,340.000 | $1.23 | $0.00 | $273,478.20 | |
0094 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 12.000 | 12.000 | 12.000 | $505.77 | $0.00 | $6,069.24 | |
0095 | WEATHERING STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6176 | EA | 36.000 | 36.000 | 36.000 | $1,098.09 | $0.00 | $39,531.24 | |
0096 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 36.000 | 36.000 | 36.000 | $357.55 | $0.00 | $12,871.80 | |
0097 | CLASS AA CONCRETE | 509(A) 1326 | CY | 431.100 | 431.100 | 70.800 | 431.100 | $469.32 | $33,227.86 | $202,323.86 |
0098 | CLASS A CONCRETE | 509(B) 1328 | CY | 386.100 | 386.100 | 51.900 | 386.100 | $357.78 | $18,568.78 | $138,138.85 |
0099 | SLOPE WALL (5") | 510(C) 6138 | SY | 644.000 | 644.000 | 644.000 | $61.94 | $0.00 | $39,889.36 | |
0100 | REINFORCING STEEL | 511(A) 1332 | LB | 41,050.000 | 41,050.000 | 27,100.000 | 41,050.000 | $1.02 | $27,642.00 | $41,871.00 |
0101 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 111,270.000 | 111,270.000 | 111,270.000 | $1.15 | $0.00 | $127,960.50 | |
0102 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 668.500 | 668.500 | 684.920 | $25.85 | $0.00 | $17,705.18 | |
0103 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 668.500 | 668.500 | 684.920 | $21.73 | $0.00 | $14,883.31 | |
0104 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 228.000 | 228.000 | 228.000 | $297.87 | $0.00 | $67,914.36 | |
0105 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 768.000 | 768.000 | 768.000 | $3.25 | $0.00 | $2,496.00 | |
0106 | SEALER RESIN | 523(B) 6560 | GAL | 7.700 | 7.700 | 7.700 | $108.20 | $0.00 | $833.14 | |
0107 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 234.000 | 234.000 | 234.000 | $9.99 | $0.00 | $2,337.66 | |
0108 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 90.000 | 90.000 | 90.000 | $8.97 | $0.00 | $807.30 | |
0109 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $51,087.34 | $0.00 | $51,087.34 | |
Subtotals For Category 0200/BRIDGE 'M-A' | $79,438.64 | $1,144,547.32 | ||||||||
Fed/State Project Number: OKCY-XTWN(046) | Project: 17428(58) | Category: 0201/BRIDGE 'M-C' | ||||||||
0110 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 410.000 | 410.000 | 410.000 | $12.87 | $0.00 | $5,276.70 | |
0111 | CLSM BACKFILL | 501(G) 6309 | CY | 1,000.000 | 1,000.000 | 1,000.000 | $75.80 | $0.00 | $75,800.00 | |
0112 | TEMPORARY EARTH RETAINAGE | 502 1000 | LSUM | 1.000 | 1.000 | 0.000 | $33,811.97 | $0.00 | $0.00 | |
0113 | PRESTRESSED CONCRETE BEAMS (TYPE III) | 503(A) 1312 | LF | 1,100.000 | 1,100.000 | 1,100.000 | $154.96 | $0.00 | $170,456.00 | |
0114 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,371.000 | 1,371.000 | 1,371.000 | $201.75 | $0.00 | $276,599.26 | |
0115 | APPROACH SLAB | 504(A) 1304 | SY | 1,554.500 | 1,554.500 | 1,554.500 | $153.54 | $0.00 | $238,677.93 | |
0116 | SAW-CUT GROOVING | 504(B) 1305 | SY | 4,514.000 | 4,514.000 | 4,514.000 | $4.38 | $0.00 | $19,771.32 | |
0117 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 139.200 | 139.200 | 139.200 | $292.39 | $0.00 | $40,700.69 | |
0118 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 592.200 | 592.200 | 592.200 | $30.13 | $0.00 | $17,842.99 | |
0119 | STRUCTURAL STEEL | 506(A) 1322 | LB | 5,080.000 | 5,080.000 | 5,080.000 | $2.23 | $0.00 | $11,328.40 | |
0120 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 24.000 | 24.000 | 24.000 | $982.77 | $0.00 | $23,586.48 | |
0121 | WEATHERING STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6176 | EA | 48.000 | 48.000 | 48.000 | $1,098.04 | $0.00 | $52,705.92 | |
0122 | CLASS AA CONCRETE | 509(A) 1326 | CY | 874.500 | 874.500 | 874.500 | $429.73 | $0.00 | $375,798.88 | |
0123 | CLASS A CONCRETE | 509(B) 1328 | CY | 1,401.900 | 1,401.900 | 1,401.900 | $388.89 | $0.00 | $545,184.89 | |
0124 | SLOPE WALL (5") | 510(C) 6138 | SY | 2,772.000 | 2,772.000 | 2,504.000 | $70.84 | $0.00 | $177,383.36 | |
0125 | REINFORCING STEEL | 511(A) 1332 | LB | 90,800.000 | 90,800.000 | 90,800.000 | $1.02 | $0.00 | $92,616.00 | |
0126 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 234,200.000 | 234,200.000 | 234,200.000 | $1.15 | $0.00 | $269,330.00 | |
0127 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 155.000 | 155.000 | 160.000 | $25.02 | $0.00 | $4,003.20 | |
0128 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 4,105.000 | 4,105.000 | 326.650 | 3,966.650 | $31.35 | $10,240.48 | $124,354.48 |
0129 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 155.000 | 155.000 | 148.920 | $18.86 | $0.00 | $2,808.63 | |
0130 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 4,105.000 | 4,105.000 | 1.320 | 3,379.030 | $15.75 | $20.79 | $53,219.73 |
0131 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 738.000 | 738.000 | 738.000 | $379.56 | $0.00 | $280,115.28 | |
0132 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 131.000 | 131.000 | 131.000 | $3.25 | $0.00 | $425.75 | |
0133 | SEALER RESIN | 523(B) 6560 | GAL | 2.000 | 2.000 | 2.000 | $108.20 | $0.00 | $216.40 | |
0134 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 582.000 | 582.000 | 582.000 | $9.98 | $0.00 | $5,808.36 | |
0135 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 140.000 | 140.000 | 140.000 | $8.96 | $0.00 | $1,254.40 | |
Subtotals For Category 0201/BRIDGE 'M-C' | $10,261.27 | $2,865,265.05 | ||||||||
Fed/State Project Number: OKCY-XTWN(046) | Project: 17428(58) | Category: 0202/I-40 BRIDGES OVER AGNEW | ||||||||
0136 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $75,359.27 | $0.00 | $75,359.28 | |
Subtotals For Category 0202/I-40 BRIDGES OVER AGNEW | $0.00 | $75,359.28 | ||||||||
Fed/State Project Number: OKCY-XTWN(046) | Project: 17428(58) | Category: 0203/I-40 BRIDGES OVER RENO | ||||||||
0137 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $310,551.42 | $0.00 | $310,551.42 | |
Subtotals For Category 0203/I-40 BRIDGES OVER RENO | $0.00 | $310,551.42 | ||||||||
Fed/State Project Number: OKCY-XTWN(046) | Project: 17428(58) | Category: 0300/TRAFFIC SIGNAL | ||||||||
0138 | SAWING PAVEMENT | 619(C) 0924 | LF | 1,040.000 | 1,040.000 | 0.000 | $2.16 | $0.00 | $0.00 | |
0139 | 1 1/2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8338 | LF | 1,430.000 | 1,430.000 | 700.000 | $4.33 | $0.00 | $3,031.00 | |
0140 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 150.000 | 150.000 | 424.000 | $5.41 | $0.00 | $2,293.84 | |
0141 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 260.000 | 260.000 | 0.000 | $18.39 | $0.00 | $0.00 | |
0142 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 450.000 | 450.000 | 618.000 | $8.66 | $0.00 | $5,351.88 | |
0143 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 13.000 | 13.000 | 2.000 | 2.000 | $265.09 | $530.18 | $530.18 |
0144 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 11.000 | 11.000 | 0.000 | $292.14 | $0.00 | $0.00 | |
0145 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 9.500 | 9.500 | 5.500 | $486.91 | $0.00 | $2,678.01 | |
0146 | REINFORCING STEEL | 804(B) 2916 | LB | 1,377.000 | 1,377.000 | 832.600 | $1.41 | $0.00 | $1,173.97 | |
0147 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 4.000 | 4.000 | 0.000 | $27.05 | $0.00 | $0.00 | |
0148 | (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT | 805(A) 8726 | LSUM | 1.000 | 1.000 | 1.000 | $1,082.01 | $0.00 | $1,082.01 | |
0149 | 32'MH POLE 40'TS & 10'LMA(G.STL.) | 806(A) 8312 | EA | 1.000 | 1.000 | 0.000 | $13,162.68 | $0.00 | $0.00 | |
0150 | 32'MH POLE 50'TS & 10'LMA(G.STL.) | 806(A) 8314 | EA | 1.000 | 1.000 | 0.000 | $20,147.07 | $0.00 | $0.00 | |
0151 | 32'MH POLE,30'TS & 10'LMA(G.STL.) | 806(A) 8350 | EA | 1.000 | 1.000 | 0.000 | $12,551.34 | $0.00 | $0.00 | |
0152 | 8' MTG.HT.TS PED.POLE(G.STL.) | 806(B) 8892 | EA | 3.000 | 3.000 | 0.000 | $822.33 | $0.00 | $0.00 | |
0153 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 3.000 | 3.000 | 0.000 | $1,514.82 | $0.00 | $0.00 | |
0154 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 5,600.000 | 5,600.000 | 0.000 | $1.51 | $0.00 | $0.00 | |
0155 | SOL.STE.DIGITAL IND.VEH.LP.DET. | 828(A) 8135 | EA | 7.000 | 7.000 | 0.000 | $162.30 | $0.00 | $0.00 | |
0156 | LOOP DETECTOR WIRE | 828(B) 8136 | LF | 7,000.000 | 7,000.000 | 0.000 | $3.52 | $0.00 | $0.00 | |
0157 | PEDESTRIAN PUSH BUTTON | 830 8000 | EA | 8.000 | 8.000 | 0.000 | $1,190.21 | $0.00 | $0.00 | |
0158 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 7.000 | 7.000 | 0.000 | $573.47 | $0.00 | $0.00 | |
0159 | 1WAY 3SEC. ADJ. SIG. HD. S-10 | 831 8262 | EA | 1.000 | 1.000 | 0.000 | $568.06 | $0.00 | $0.00 | |
0160 | 1WAY 5SEC. ADJ. SIG. HD. S-19 | 831 8286 | EA | 1.000 | 1.000 | 0.000 | $1,103.65 | $0.00 | $0.00 | |
0161 | 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | 831 8295 | EA | 8.000 | 8.000 | 0.000 | $513.96 | $0.00 | $0.00 | |
0162 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8207 | LF | 5,260.000 | 5,260.000 | 100.000 | $1.41 | $0.00 | $141.00 | |
0163 | 7/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8208 | LF | 2,660.000 | 2,660.000 | 0.000 | $1.68 | $0.00 | $0.00 | |
0164 | 9/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8209 | LF | 900.000 | 900.000 | 0.000 | $2.54 | $0.00 | $0.00 | |
0165 | 12/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8210 | LF | 1,050.000 | 1,050.000 | 300.000 | 300.000 | $3.14 | $942.00 | $942.00 |
0166 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 7,000.000 | 7,000.000 | 0.000 | $0.97 | $0.00 | $0.00 | |
0167 | E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 3.000 | 3.000 | 0.000 | $373.29 | $0.00 | $0.00 | |
0168 | E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 3,000.000 | 3,000.000 | 0.000 | $1.30 | $0.00 | $0.00 | |
0169 | E.P.S. 2 CHANNEL PHASE SELECTOR | 840(D) 8595 | EA | 2.000 | 2.000 | 0.000 | $1,525.64 | $0.00 | $0.00 | |
0170 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 134.200 | 134.200 | 0.000 | $16.23 | $0.00 | $0.00 | |
0171 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 16.000 | 16.000 | 0.000 | $21.64 | $0.00 | $0.00 | |
0172 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 45.000 | 45.000 | 0.000 | $37.87 | $0.00 | $0.00 | |
0173 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 23.000 | 23.000 | 0.000 | $30.30 | $0.00 | $0.00 | |
0174 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 197.000 | 197.000 | 0.000 | $10.82 | $0.00 | $0.00 | |
0175 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 84.000 | 84.000 | 0.000 | $12.98 | $0.00 | $0.00 | |
0176 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 2,150.000 | 2,150.000 | 0.000 | $1.08 | $0.00 | $0.00 | |
0177 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 730.000 | 730.000 | 0.000 | $2.16 | $0.00 | $0.00 | |
0178 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 175.000 | 175.000 | 0.000 | $5.95 | $0.00 | $0.00 | |
0179 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 12.000 | 12.000 | 0.000 | $81.15 | $0.00 | $0.00 | |
0180 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 4.000 | 4.000 | 0.000 | $167.71 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC SIGNAL | $1,472.18 | $17,223.89 | ||||||||
Fed/State Project Number: OKCY-XTWN(046) | Project: 17428(58) | Category: 0301/TRAFFIC LIGHTING | ||||||||
0181 | CLASS AA CONCRETE | 509(A) 0319 | CY | 111.600 | 111.600 | 111.600 | 111.600 | $562.65 | $62,791.74 | $62,791.74 |
0182 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 240.000 | 240.000 | 240.000 | 240.000 | $189.35 | $45,444.00 | $45,444.00 |
0183 | 3/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8300 | LF | 36.000 | 36.000 | 0.000 | $9.74 | $0.00 | $0.00 | |
0184 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 420.000 | 420.000 | 302.000 | $12.98 | $0.00 | $3,919.96 | |
0185 | 2" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8310 | LF | 135.000 | 135.000 | 0.000 | $16.23 | $0.00 | $0.00 | |
0186 | 2" GALV. STEEL ELECTRICAL CONDUIT PUSHED OR BORED | 802(A) 8312 | LF | 115.000 | 115.000 | 0.000 | $21.64 | $0.00 | $0.00 | |
0187 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 2,810.000 | 2,810.000 | 1,839.000 | $3.79 | $0.00 | $6,969.81 | |
0188 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 14.000 | 14.000 | 0.000 | $265.09 | $0.00 | $0.00 | |
0189 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 1.000 | 1.000 | 0.000 | $292.14 | $0.00 | $0.00 | |
0190 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 2.640 | 2.640 | 0.000 | $595.11 | $0.00 | $0.00 | |
0191 | REINFORCING STEEL | 804(B) 2916 | LB | 11,009.000 | 11,009.000 | 10,896.000 | 10,896.000 | $1.41 | $15,363.36 | $15,363.36 |
0192 | (PL)REMOVAL OF LIGHT POLE | 805(A) 8712 | EA | 13.000 | 13.000 | 13.000 | $324.60 | $0.00 | $4,219.80 | |
0193 | 40' MTG.HT.POLE & TWIN H.L.MST.ARM(G.STL.) | 806(C) 8929 | EA | 2.000 | 2.000 | 0.000 | $4,923.16 | $0.00 | $0.00 | |
0194 | BREAKAWAY BASE (DES. B) | 807 8092 | EA | 2.000 | 2.000 | 0.000 | $541.01 | $0.00 | $0.00 | |
0195 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 4.000 | 4.000 | 0.000 | $1,568.92 | $0.00 | $0.00 | |
0196 | UNDERPASS LUMINIARE | 809(B) 8098 | EA | 9.000 | 9.000 | 7.000 | $432.80 | $0.00 | $3,029.60 | |
0197 | HIGH MAST LUMINAIRE | 809(E) 8103 | EA | 30.000 | 30.000 | 0.000 | $1,065.78 | $0.00 | $0.00 | |
0198 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 0.000 | $6,275.67 | $0.00 | $0.00 | |
0199 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 8,940.000 | 8,940.000 | 0.000 | $1.51 | $0.00 | $0.00 | |
0200 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 3,870.000 | 3,870.000 | 400.000 | $0.70 | $0.00 | $280.00 | |
0201 | 2/C NO.12 ELECTRICAL CONDUCTOR | 811 8052 | LF | 240.000 | 240.000 | 0.000 | $1.19 | $0.00 | $0.00 | |
0202 | 120' HIGH MAST POLE(G.STL.) | 812 8060 | EA | 3.000 | 3.000 | 0.000 | $15,580.98 | $0.00 | $0.00 | |
0203 | 140' HIGH MAST POLE(G.STL.) | 812 8068 | EA | 3.000 | 3.000 | 0.000 | $21,423.84 | $0.00 | $0.00 | |
0204 | HIGH MAST LOWERING DEVICE TYPE I | 813 8074 | EA | 6.000 | 6.000 | 0.000 | $9,197.11 | $0.00 | $0.00 | |
Subtotals For Category 0301/TRAFFIC LIGHTING | $123,599.10 | $142,018.27 | ||||||||
Fed/State Project Number: OKCY-XTWN(046) | Project: 17428(58) | Category: 0302/TRAFFIC TEMPORARY | ||||||||
0205 | TRAFFIC STRIPE(PAINT)(4" WIDE) | 854(A) 8800 | LF | 335,048.000 | 335,048.000 | 52,051.000 | $0.05 | $0.00 | $2,602.56 | |
0206 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 83,762.000 | 83,762.000 | 5,410.000 | $0.22 | $0.00 | $1,190.20 | |
0207 | PAVEMENT MARKING REMOVAL(ARROWS) | 857(F) 8007 | EA | 18.000 | 18.000 | 5.000 | $27.05 | $0.00 | $135.25 | |
0208 | PAVEMENT MARKING REMOVAL(SYMBOLS) | 857(F) 8009 | EA | 13.000 | 13.000 | 1.000 | $59.51 | $0.00 | $59.51 | |
0209 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 120.000 | 120.000 | 62.000 | 397.000 | $16.23 | $1,006.26 | $6,443.31 |
0210 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 1,050.000 | 1,050.000 | 0.000 | 13,200.000 | $4.69 | $0.00 | $61,908.00 |
0211 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 4,800.000 | 4,800.000 | 4,500.000 | $4.69 | $0.00 | $21,105.01 | |
0212 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 4,500.000 | 4,500.000 | 961.000 | 9,417.000 | $2.16 | $2,075.76 | $20,340.72 |
0213 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 31,830.000 | 31,830.000 | 1,612.000 | 12,766.000 | $0.05 | $80.60 | $638.30 |
0214 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 21,450.000 | 21,450.000 | 510.000 | 11,543.000 | $0.43 | $219.30 | $4,963.49 |
0215 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 3,690.000 | 3,690.000 | 1,364.000 | 13,021.000 | $1.08 | $1,473.12 | $14,062.68 |
0216 | WING BARRICADES | 880(C) 8848 | SD | 600.000 | 600.000 | 0.000 | $5.41 | $0.00 | $0.00 | |
0217 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 5,760.000 | 5,760.000 | 3,534.000 | 32,200.000 | $1.35 | $4,770.90 | $43,470.00 |
0218 | DRUMS | 880(F) 8878 | SD | 42,030.000 | 42,030.000 | 14,260.000 | 117,092.000 | $0.11 | $1,568.60 | $12,880.12 |
0219 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 1,500.000 | 1,500.000 | 20.500 | $62.27 | $0.00 | $1,276.54 | |
0220 | (SP)SMART WORK ZONE SYSTEM-PORTABLE CHANGEABLE MESSAGE SIGN | 882 8370 | SD | 600.000 | 600.000 | 155.000 | 1,660.000 | $23.80 | $3,689.00 | $39,508.00 |
0221 | (SP)SMART WORK ZONE SYSTEM-PORTABLE TRAFFIC SENSOR (PTS) | 882 8372 | SD | 900.000 | 900.000 | 93.000 | 996.000 | $24.89 | $2,314.77 | $24,790.44 |
0222 | (SP)SMART WORK ZONE SYSTEM-PAN-TILT-ZOOM CAMERA (PTZC) | 882 8374 | SD | 900.000 | 900.000 | 62.000 | 664.000 | $1.08 | $66.96 | $717.12 |
0223 | (SP)SMART WORK ZONE SYSTEM-WEBSITE SYSTEM | 882 8376 | SD | 300.000 | 300.000 | 31.000 | 332.000 | $5.41 | $167.71 | $1,796.12 |
0224 | (PL)SMART WORK ZONE SYSTEM SETUP | 882 8378 | EA | 1.000 | 1.000 | 1.000 | $4,869.06 | $0.00 | $4,869.06 | |
8004 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $1,672.00 | $0.00 | $1,672.00 | |
8005 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 2.000 | $777.00 | $0.00 | $1,554.00 | |
Subtotals For Category 0302/TRAFFIC TEMPORARY | $17,432.98 | $265,982.43 | ||||||||
Fed/State Project Number: OKCY-XTWN(046) | Project: 17428(58) | Category: 0303/TRAFFIC PERMANENT | ||||||||
0225 | CLASS C CONCRETE | 509(D) 0325 | CY | 15.510 | 15.510 | 0.000 | $270.50 | $0.00 | $0.00 | |
0226 | REINFORCING STEEL | 511(A) 0332 | LB | 639.000 | 639.000 | 0.000 | $1.30 | $0.00 | $0.00 | |
0227 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 196.000 | 196.000 | 196.000 | $622.16 | $0.00 | $121,943.36 | |
0228 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 8.880 | 8.880 | 0.000 | $541.01 | $0.00 | $0.00 | |
0229 | REINFORCING STEEL | 804(B) 2916 | LB | 2,308.000 | 2,308.000 | 0.000 | $1.30 | $0.00 | $0.00 | |
0230 | REMOVAL OF SIGN FOOTING | 805(A) 8700 | EA | 7.000 | 7.000 | 0.000 | $1,839.55 | $0.00 | $0.00 | |
0231 | (PL)REMOVAL OF LIGHT POLE | 805(A) 8712 | EA | 36.000 | 36.000 | 17.000 | $324.60 | $0.00 | $5,518.20 | |
0232 | (PL)REMOVAL OF OVERHEAD SIGN STRUCTURE & SIGNS | 805(A) 8718 | LSUM | 1.000 | 1.000 | 1.000 | $5,410.06 | $0.00 | $5,410.06 | |
0233 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 39.000 | 39.000 | 20.000 | $216.37 | $0.00 | $4,327.40 | |
0234 | (PL)REMOVE & RESET GROUND MOUNTED SIGN | 805(D) 8760 | EA | 7.000 | 7.000 | 0.000 | $1,082.01 | $0.00 | $0.00 | |
0235 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 80.250 | 80.250 | 0.000 | $16.23 | $0.00 | $0.00 | |
0236 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 586.750 | 586.750 | 0.000 | $21.64 | $0.00 | $0.00 | |
0237 | EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD SIGNS) | 850(B) 8114 | SF | 1,036.750 | 1,036.750 | 0.000 | $21.64 | $0.00 | $0.00 | |
0238 | 6"@25 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3209 | LF | 126.000 | 126.000 | 0.000 | $47.61 | $0.00 | $0.00 | |
0239 | 8"@31 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3210 | LF | 114.000 | 114.000 | 0.000 | $58.43 | $0.00 | $0.00 | |
0240 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 60.000 | 60.000 | 0.000 | $20.56 | $0.00 | $0.00 | |
0241 | OVHD.SN.STR., MONOTUBE TYPE A 110' | 852(C) 0140 | EA | 1.000 | 1.000 | 0.000 | $93,364.68 | $0.00 | $0.00 | |
0242 | OVHD.SN.STR., MONOTUBE TYPE A 115' | 852(C) 0145 | EA | 1.000 | 1.000 | 0.000 | $95,008.26 | $0.00 | $0.00 | |
0243 | OVHD.SN.STR., MONOTUBE TYPE A 125' | 852(C) 0155 | EA | 1.000 | 1.000 | 0.000 | $109,614.35 | $0.00 | $0.00 | |
0244 | OVHD.SN.STR., MONOTUBE TYPE C | 852(E) 0500 | EA | 1.000 | 1.000 | 0.000 | $56,531.90 | $0.00 | $0.00 | |
0245 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 85,551.000 | 85,551.000 | 0.000 | $0.43 | $0.00 | $0.00 | |
0246 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 41,275.000 | 41,275.000 | 0.000 | $0.60 | $0.00 | $0.00 | |
0247 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 12,605.000 | 12,605.000 | 0.000 | $0.92 | $0.00 | $0.00 | |
0248 | TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | 856(A) 8548 | LF | 7,688.000 | 7,688.000 | 0.000 | $1.62 | $0.00 | $0.00 | |
0249 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 240.000 | 240.000 | 0.000 | $4.33 | $0.00 | $0.00 | |
0250 | TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 856(B) 8525 | EA | 79.000 | 79.000 | 0.000 | $216.40 | $0.00 | $0.00 | |
0251 | TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | 856(B) 8860 | EA | 31.000 | 31.000 | 0.000 | $162.30 | $0.00 | $0.00 | |
0252 | SAND FILLED IMPACT ATTENUATION MODULE | 870(A) 8011 | EA | 57.000 | 57.000 | 0.000 | $351.65 | $0.00 | $0.00 | |
0253 | (SP)IMPACT ATTENUATOR | 871(A) 8325 | EA | 3.000 | 3.000 | 0.000 | $22,722.26 | $0.00 | $0.00 | |
8003 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 6.000 | 0.000 | $3,613.58 | $0.00 | $0.00 | |
Subtotals For Category 0303/TRAFFIC PERMANENT | $0.00 | $137,199.02 | ||||||||
Fed/State Project Number: OKCY-XTWN(046) | Project: 17428(58) | Category: 0600/STAKING | ||||||||
0254 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.900 | $66,543.76 | $0.00 | $59,889.38 | |
Subtotals For Category 0600/STAKING | $0.00 | $59,889.38 | ||||||||
Fed/State Project Number: OKCY-XTWN(046) | Project: 17428(58) | Category: 0640/CONSTRUCTION | ||||||||
0255 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $7,372.53 | $0.00 | $5,529.39 | |
0256 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $6,988.25 | $0.00 | $6,988.25 | |
0257 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $397,000.00 | $0.00 | $397,000.00 | |
0258 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.750 | $37,870.44 | $0.00 | $28,402.83 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $437,920.47 | ||||||||
Subtotals For Project OKCY-XTWN(046) /17428(58) | $837,099.80 | $15,396,501.96 |