| Contract ID: | 120201 | Estimate Number: | 0019 | Contract No: | 810140 | |||
| Residency: | ENGINEERING SERVICES & TESTING (03001) | Estimate Type: | Progressive | Account No: | 400350 | |||
| Project Number(s): | STP-114B(222)AG | ||||||||||||
| Primary Job Piece No: | 25648(04) | ||||||||||||
| Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE CITY STREET (WESTERN AVENUE): FROM S.W. 164TH STREET, EXTEND NORTH IN OKLAHOMA CITY. PROJECT LENGTH = 2.002 MILES. | ||||||||||||
| Primary County: | CLEVELAND | ||||||||||||
| Name of Road: | CITY STREET | ||||||||||||
| Prime Contractor: | ALLEN CONTRACTING, INC. | ||||||||||||
| 1100 South Eastern | |||||||||||||
| OKLAHOMA CITY , OK 73129 | |||||||||||||
| Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
| Date Let: | 06/21/2012 | NTP Effective Date: | 10/01/2012 | Pay Period: | 07/01/2013 TO 07/15/2013 |
| Date Awarded: | 07/02/2012 | Date Work Began: | 10/01/2012 | Original Contract Time: | 320 |
| Date Contract Executed: | 07/13/2012 | Date Time Stopped: | Current Time Charged: | 267.00 | |
| Date NTP Issued: | 07/18/2012 | Completion Date: | Current Time Allowed: | 320.00 | |
| General Liability Expires: | 09/01/2013 | Workman's Comp Expires: | 09/01/2013 | Percent Time Used: | 83.44 % |
| Specification Year: | 2009 | Date Approved: | |||
| Current Contract Amount: | $8,943,044.23 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $8,891,822.53 | Participating: | $7,993,125.97 | $7,622,193.80 | $370,932.17 | ||
| Percent Complete: | 89.39 % | Non Participating: | $45,271.70 | $45,271.70 | $0.00 | ||
| Funds Available: | $949,031.71 | Total Earnings: | $8,038,397.67 | $7,667,465.50 | $370,932.17 | ||
| Unearned Balance: | $897,810.01 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
| Gross Earnings: | $8,038,397.67 | $7,667,465.50 | $370,932.17 | ||||
| Other Adjustments: | $-44,385.15 | $-43,359.77 | $-1,025.38 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $7,994,012.52 | $7,624,105.73 | $369,906.79 | ||||
| Contract ID: | 120201 | Estimate Number: | 0019 | Primary JP: | 25648(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Remove and Reset Fire Hydrants | Approved | 11/30/2012 | 0.0 | $5,950.00 |
| 002 | Lowering of 12" Waterline | Approved | 04/11/2013 | 0.0 | $28,326.10 |
| 003 | Removal of Brick Fence | Approved | 06/04/2013 | 0.0 | $16,945.60 |
| 004 | On Site Modifications | Pending | 0 | 0.0 | $73,545.47 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| No material stockpiles have been created for this contract. | Subtotals For Stockpile Payments | $0.00 | |||
| LIQUIDATED DAMAGES HISTORY | |||||||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
| No liquidated damages have been assessed on this contract. | Subtotals For Liquidated Damages | $ | |||||||
| CONTRACT ADJUSTMENTS HISTORY | ||
| Adjustment Description | Estimate Nbr | Adjustment Amount |
| No general contract adjustments have been created on this contract. | Subtotals For Contract Adjustments | $0.00 |
| LINE ITEM ADJUSTMENT HISTORY | |||||||
| Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
| 25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0001 | 0.09 | $0.07 | $0.01 |
| 25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0002 | 8,376.71 | $0.07 | $634.28 |
| 25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0003 | 4,188.40 | $0.07 | $317.15 |
| 25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0004 | 8,376.80 | $0.04 | $408.12 |
| 25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0005 | 200.00 | $0.04 | $9.74 |
| 25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0006 | -200.00 | $0.01 | $-3.74 |
| 25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0007 | 2,136.00 | $0.01 | $39.99 |
| 25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0010 | 8,827.00 | $0.09 | $827.27 |
| 25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0011 | 1,502.00 | $0.09 | $140.77 |
| 25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0012 | 8,477.00 | $0.02 | $209.55 |
| 25648(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0006 | 11,283.30 | $0.01 | $211.22 |
| 25648(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0007 | 1,030.00 | $0.01 | $19.28 |
| 25648(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0010 | 4,877.70 | $0.09 | $457.14 |
| 25648(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0011 | 3,250.00 | $0.09 | $304.59 |
| 25648(04) | 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0009 | 453.47 | $-1.04 | $-473.76 |
| 25648(04) | 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0010 | 1,910.76 | $-1.04 | $-1,996.27 |
| 25648(04) | 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0014 | 1,484.99 | $-1.25 | $-1,863.29 |
| 25648(04) | 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0015 | 803.00 | $-1.25 | $-1,007.56 |
| 25648(04) | 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0017 | -1,504.94 | $-1.25 | $1,888.32 |
| 25648(04) | 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0018 | -1,086.60 | $-1.25 | $1,363.41 |
| 25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 3,354.55 | $-1.04 | $-3,504.67 |
| 25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 2,560.22 | $-1.04 | $-2,674.79 |
| 25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 79.00 | $-1.04 | $-82.54 |
| 25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 2,658.27 | $-1.04 | $-2,777.23 |
| 25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 439.72 | $-1.04 | $-459.40 |
| 25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 1,949.60 | $-1.04 | $-2,036.85 |
| 25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 2,166.71 | $-1.04 | $-2,263.67 |
| 25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 6,404.60 | $-1.25 | $-8,036.17 |
| 25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 1,054.52 | $-1.25 | $-1,323.16 |
| 25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 1,538.25 | $-1.25 | $-1,930.12 |
| 25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 1,322.81 | $-1.25 | $-1,659.80 |
| 25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 4,575.42 | $-1.25 | $-5,741.01 |
| 25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 817.20 | $-1.25 | $-1,025.38 |
| 25648(04) | 0017 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0009 | 356.53 | $-1.19 | $-425.70 |
| 25648(04) | 0017 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0017 | 913.44 | $-1.43 | $-1,309.87 |
| 25648(04) | 0017 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0018 | 3,139.21 | $-1.43 | $-4,501.63 |
| 25648(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 1,253.44 | $-1.19 | $-1,496.61 |
| 25648(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 1,158.65 | $-1.19 | $-1,383.43 |
| 25648(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 563.77 | $-1.19 | $-673.14 |
| 25648(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 452.43 | $-1.19 | $-540.20 |
| 25648(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 935.50 | $-1.19 | $-1,116.99 |
| 25648(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | -27.42 | $-1.19 | $32.74 |
| 25648(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 144.61 | $-1.43 | $-207.37 |
| 25648(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 557.09 | $-1.43 | $-798.88 |
| 25648(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | -15.13 | $-1.43 | $21.71 |
| 25648(04) | 0077 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0007 | 1,587.00 | $0.01 | $29.71 |
| 25648(04) | 0077 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0012 | 529.00 | $0.02 | $13.08 | Subtotals For Line Item Adjustments | $-44,385.15 |
| MILESTONE INFORMATION | |||||||||
| Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
| No milestones exist for this contract. | |||||||||
| MILESTONE ADJUSTMENTS | |||||||||
| Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
| No milestones adjustments exist for this contract. | Subtotals For Milestones | $ | |||||||
| Contract ID: | 120201 | Estimate Number: | 0019 | Primary JP: | 25648(04) | |||
| Line Item Number | Item Description | Item Number | Units | Bid Qty | Current Quantity | Quantity Paid This Est. | Quantity Paid To Date | Unit Price | Amount Paid This Est. | Amount Paid To Date |
| Fed/State Project Number: STP-114B(222)AG | Project: 25648(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 41,884.000 | 41,884.000 | 41,884.000 | $5.50 | $0.00 | $230,362.01 | |
| 0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 28,413.000 | 28,413.000 | 1,000.000 | 28,413.000 | $7.00 | $7,000.00 | $198,891.00 |
| 0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 12,053.000 | 12,053.000 | 0.000 | 10,599.000 | $1.86 | $0.00 | $19,714.14 |
| 0005 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 52.000 | 52.000 | 0.000 | $206.35 | $0.00 | $0.00 | |
| 0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 490.000 | 490.000 | 265.000 | $8.25 | $0.00 | $2,186.25 | |
| 0007 | TEMPORARY ROCK FILTER DAM TYPE 3 | 221(G) 0152 | CY | 68.000 | 68.000 | 0.000 | $154.76 | $0.00 | $0.00 | |
| 0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 75,900.000 | 75,900.000 | 8,000.000 | 22,291.250 | $1.34 | $10,720.00 | $29,870.28 |
| 0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 17.500 | 17.500 | 0.000 | $515.88 | $0.00 | $0.00 | |
| 0010 | LIME | 307(D) 4230 | TON | 2,438.000 | 2,438.000 | 24.180 | 685.120 | $165.00 | $3,989.70 | $113,044.80 |
| 0011 | LIME MODIFIED SUBGRADE | 307(I) 4280 | SY | 84,630.000 | 84,630.000 | 3,046.300 | 80,800.730 | $3.00 | $9,138.90 | $242,402.19 |
| 0012 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 1,832.000 | 1,832.000 | 93.790 | 1,895.070 | $32.00 | $3,001.28 | $60,642.24 |
| 0013 | TACK COAT | 407(B) 0250 | GAL | 7,490.000 | 7,490.000 | 0.000 | 6,000.000 | $1.03 | $0.00 | $6,180.00 |
| 0014 | PRIME COAT | 408 5774 | GAL | 18,406.000 | 18,406.000 | 0.000 | $1.03 | $0.00 | $0.00 | |
| 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 9,576.000 | 9,576.000 | 2,060.680 | $62.94 | $0.00 | $129,699.20 | |
| 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 27,185.000 | 27,185.000 | 817.200 | 28,920.870 | $52.62 | $43,001.06 | $1,521,816.18 |
| 0017 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 7,212.000 | 7,212.000 | 4,409.180 | $77.38 | $0.00 | $341,182.35 | |
| 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 4,330.000 | 4,330.000 | 0.000 | 5,022.940 | $58.81 | $0.00 | $295,399.10 |
| 0019 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 17,618.000 | 17,618.000 | 18,155.620 | $17.00 | $0.00 | $308,645.54 | |
| 0020 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 3,916.000 | 3,916.000 | 0.000 | 4,054.760 | $95.00 | $0.00 | $385,202.20 |
| 0021 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 570.000 | 570.000 | 570.000 | $8.00 | $0.00 | $4,560.00 | |
| 0022 | CLASS AA CONCRETE | 509(A) 0319 | CY | 1,483.000 | 1,483.000 | 0.000 | 1,481.920 | $275.00 | $0.00 | $407,528.00 |
| 0023 | CLASS A CONCRETE | 509(B) 0321 | CY | 581.000 | 581.000 | 0.000 | 1,142.410 | $250.00 | $0.00 | $285,601.75 |
| 0024 | CLASS A CONCRETE, SMALL STRUCTURES | 509(C) 0322 | CY | 44.000 | 44.000 | 2.260 | 40.000 | $500.00 | $1,130.00 | $20,000.00 |
| 0025 | CLASS C CONCRETE | 509(D) 0325 | CY | 20.000 | 20.000 | 0.000 | 5.310 | $500.00 | $0.00 | $2,655.00 |
| 0026 | REINFORCING STEEL | 511(A) 0332 | LB | 322,333.000 | 322,333.000 | 356,996.520 | $0.94 | $0.00 | $335,576.73 | |
| 0027 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 483.000 | 483.000 | 0.000 | 461.150 | $50.49 | $0.00 | $23,283.46 |
| 0028 | CONCRETE CURB (8" BARRIER-INTEGRAL) | 609(A) 0380 | LF | 4,909.000 | 4,909.000 | 5,324.000 | $4.79 | $0.00 | $25,501.95 | |
| 0029 | 1'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1514 | LF | 21,228.000 | 21,228.000 | 2,069.000 | 16,333.000 | $16.00 | $33,104.00 | $261,328.00 |
| 0030 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 6,970.000 | 6,970.000 | 1,023.940 | 5,801.600 | $30.82 | $31,557.83 | $178,805.31 |
| 0031 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 4,123.000 | 4,123.000 | 320.180 | 3,715.790 | $48.70 | $15,592.77 | $180,958.98 |
| 0032 | TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 640.000 | 640.000 | 60.000 | 108.000 | $21.67 | $1,300.20 | $2,340.36 |
| 0033 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 9.000 | 9.000 | 9.000 | $1,444.78 | $0.00 | $13,003.02 | |
| 0034 | MANHOLE (6' DIAMETER) | 611(A) 2659 | EA | 1.000 | 1.000 | 1.000 | $1,714.53 | $0.00 | $1,714.53 | |
| 0035 | SPECIAL INLET DRAIN | 611(G) 4012 | EA | 9.000 | 9.000 | 8.000 | $1,579.02 | $0.00 | $12,632.16 | |
| 0036 | INLET CI DES. 2 (STD) | 611(G) 5112 | EA | 6.000 | 6.000 | 7.000 | $2,090.80 | $0.00 | $14,635.60 | |
| 0037 | INLET CI DES. 2 (B) | 611(G) 5113 | EA | 17.000 | 17.000 | 0.000 | 17.000 | $2,991.13 | $0.00 | $50,849.21 |
| 0038 | INLET CI DES. 2 (D) | 611(G) 5115 | EA | 12.000 | 12.000 | 0.000 | 12.000 | $3,796.35 | $0.00 | $45,556.20 |
| 0039 | INLET CI DES. 2 (2B) | 611(G) 5117 | EA | 8.000 | 8.000 | 0.000 | 8.000 | $3,805.36 | $0.00 | $30,442.88 |
| 0040 | INLET CI DES. 2 (B-D) | 611(G) 5118 | EA | 1.000 | 1.000 | 0.000 | 1.000 | $4,647.68 | $0.00 | $4,647.68 |
| 0041 | INLET CI DES. 2 (2D) | 611(G) 5119 | EA | 1.000 | 1.000 | 1.000 | 2.000 | $5,418.20 | $5,418.20 | $10,836.40 |
| 0042 | INLET GPI TYPE 2 (DES. 11) | 611(G) 5337 | EA | 2.000 | 2.000 | 0.000 | 4.000 | $2,530.60 | $0.00 | $10,122.40 |
| 0043 | ADD'L DEPTH IN INLET CI DES. 2 | 611(H) 5325 | VF | 86.000 | 86.000 | 8.680 | 89.480 | $253.27 | $2,198.38 | $22,662.59 |
| 0044 | JUNCTION BOXES | 611(L) 0487 | CF | 736.000 | 736.000 | 187.230 | 738.740 | $27.09 | $5,072.06 | $20,012.47 |
| 0045 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 3,372.000 | 3,372.000 | 158.000 | 4,184.000 | $31.12 | $4,916.96 | $130,206.08 |
| 0046 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 2,914.000 | 2,914.000 | 0.000 | 2,992.000 | $36.11 | $0.00 | $108,041.12 |
| 0047 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 656.000 | 656.000 | 0.000 | 643.000 | $45.61 | $0.00 | $29,327.23 |
| 0048 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 784.000 | 784.000 | 0.000 | 750.000 | $58.57 | $0.00 | $43,927.50 |
| 0049 | 42" R.C.PIPE CLASS III | 613(A) 0495 | LF | 20.000 | 20.000 | 0.000 | 24.000 | $74.06 | $0.00 | $1,777.44 |
| 0050 | 28 1/2" X 18" R.C.PIPE ARCH CLASS A-III | 613(A) 4410 | LF | 432.000 | 432.000 | 432.000 | $66.36 | $0.00 | $28,667.52 | |
| 0051 | 22" X 13" R.C.PIPE ARCH CLASS A-III | 613(A) 4495 | LF | 46.000 | 46.000 | 46.000 | $55.29 | $0.00 | $2,543.34 | |
| 0052 | 36" X 22" R.C.PIPE ARCH CLASS A-III | 613(A) 4497 | LF | 384.000 | 384.000 | 0.000 | 384.000 | $61.64 | $0.00 | $23,669.76 |
| 0053 | 51" X 31" R.C.PIPE ARCH CLASS A-III | 613(A) 4499 | LF | 92.000 | 92.000 | 116.000 | $104.61 | $0.00 | $12,134.76 | |
| 0054 | 43" X 68" R.C.PIPE ELLIPTICAL CLASS HE-III | 613(A) 4509 | LF | 248.000 | 248.000 | 0.000 | 250.000 | $123.57 | $0.00 | $30,892.50 |
| 0055 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 906.000 | 906.000 | 946.000 | $27.01 | $0.00 | $25,551.46 | |
| 0056 | 8" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0500 | LF | 1,000.000 | 1,000.000 | 0.000 | $7.97 | $0.00 | $0.00 | |
| 0057 | 8" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1097 | LF | 100.000 | 100.000 | 0.000 | $17.16 | $0.00 | $0.00 | |
| 0058 | 28 1/2" X 18" PREFAB. CULVERT END SECTION, ARCH | 613(L) 4584 | EA | 1.000 | 1.000 | 0.000 | 1.000 | $867.79 | $0.00 | $867.79 |
| 0059 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 7.000 | 7.000 | 1.000 | 5.000 | $581.72 | $581.72 | $2,908.60 |
| 0060 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5732 | EA | 2.000 | 2.000 | 0.000 | 2.000 | $787.55 | $0.00 | $1,575.10 |
| 0061 | 36" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5734 | EA | 2.000 | 2.000 | 0.000 | 1.000 | $998.89 | $0.00 | $998.89 |
| 0062 | TYPE BB6 CULVERT END TREATMENT | 613(M) 7202 | EA | 2.000 | 2.000 | 2.000 | $1,776.07 | $0.00 | $3,552.14 | |
| 0063 | SPECIAL END SECTION OF 43" X 68" RCP ELLIPTICAL | 613(O) 5101 | EA | 1.000 | 1.000 | 1.000 | $2,407.44 | $0.00 | $2,407.44 | |
| 0064 | STANDARD BEDDING MATERIAL, CLASS B | 613(S) 1186 | CY | 685.000 | 685.000 | 0.000 | 705.750 | $51.53 | $0.00 | $36,367.30 |
| 0065 | STANDARD BEDDING MATERIAL, CLASS C | 613(T) 1187 | CY | 2,571.000 | 2,571.000 | 30.690 | 3,273.800 | $18.75 | $575.44 | $61,383.76 |
| 0066 | TRENCH EXCAVATION | 613(V) 1180 | CY | 6,217.000 | 6,217.000 | 78.890 | 7,275.570 | $6.25 | $493.06 | $45,472.34 |
| 0067 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $55,000.00 | $0.00 | $55,000.00 | |
| 0068 | REMOVAL OF FENCE | 619(B) 4725 | LF | 3,692.000 | 3,692.000 | 3,692.000 | $1.71 | $0.00 | $6,313.32 | |
| 0069 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 59,939.000 | 59,939.000 | 49,192.340 | $0.52 | $0.00 | $25,580.03 | |
| 0070 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 2,394.000 | 2,394.000 | 2,608.250 | $5.70 | $0.00 | $14,867.03 | |
| 0071 | REMOVAL OF ASPHALT DRIVEWAY | 619(B) 4767 | SY | 4,190.000 | 4,190.000 | 3,626.860 | $0.52 | $0.00 | $1,885.96 | |
| 0072 | SAWING PAVEMENT | 619(C) 0924 | LF | 13,963.000 | 13,963.000 | 1,796.990 | $4.92 | $0.00 | $8,841.20 | |
| 0073 | PIPE RAILING | 622(A) 4746 | LF | 580.000 | 580.000 | 0.000 | $89.61 | $0.00 | $0.00 | |
| 0074 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 13.000 | 13.000 | 0.000 | $103.18 | $0.00 | $0.00 | |
| 0075 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 1.000 | 1.000 | 0.000 | $154.76 | $0.00 | $0.00 | |
| 0076 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 1.000 | 1.000 | 0.000 | 19.000 | $51.59 | $0.00 | $980.21 |
| 8010 | FIRE HYDRANT RESET | 612(G) 0650 | EA | 0.000 | 2.000 | 2.000 | $2,975.00 | $0.00 | $5,950.00 | |
| Subtotals For Category 0100/ROADWAY | $178,791.56 | $6,582,181.98 | ||||||||
| Fed/State Project Number: STP-114B(222)AG | Project: 25648(04) | Category: 0200/BRIDGE 'A' | ||||||||
| 0077 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 2,645.000 | 2,645.000 | 2,645.000 | $5.00 | $0.00 | $13,225.00 | |
| 0078 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 697.000 | 697.000 | 697.030 | $7.00 | $0.00 | $4,879.21 | |
| 0079 | CLASS AA CONCRETE | 509(A) 1326 | CY | 1,450.000 | 1,450.000 | 0.000 | 1,450.120 | $200.00 | $0.00 | $290,024.00 |
| 0080 | REINFORCING STEEL | 511(A) 1332 | LB | 268,460.000 | 268,460.000 | 265,846.000 | $0.80 | $0.00 | $212,676.79 | |
| 0081 | PIPE RAILING | 622(A) 4746 | LF | 187.000 | 187.000 | 0.000 | $109.25 | $0.00 | $0.00 | |
| Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $520,805.00 | ||||||||
| Fed/State Project Number: STP-114B(222)AG | Project: 25648(04) | Category: 0300/TRAFFIC SIGNAL | ||||||||
| 0082 | SOLID SLAB SODDING | 230(A) 2806 | SY | 600.000 | 600.000 | 0.000 | $1.34 | $0.00 | $0.00 | |
| 0083 | 1" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8334 | LF | 1,005.000 | 1,005.000 | 585.000 | $2.99 | $0.00 | $1,749.15 | |
| 0084 | 1 1/2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8336 | LF | 130.000 | 130.000 | 130.000 | $12.38 | $0.00 | $1,609.40 | |
| 0085 | 1 1/2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8338 | LF | 3,570.000 | 3,570.000 | 2,140.000 | $3.10 | $0.00 | $6,634.00 | |
| 0086 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 730.000 | 730.000 | 465.000 | $4.13 | $0.00 | $1,920.45 | |
| 0087 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 900.000 | 900.000 | 900.000 | $15.48 | $0.00 | $13,932.00 | |
| 0088 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 210.000 | 210.000 | 140.000 | $5.16 | $0.00 | $722.40 | |
| 0089 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 39.000 | 39.000 | 39.000 | $288.89 | $0.00 | $11,266.71 | |
| 0090 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 3.000 | 3.000 | 3.000 | $340.48 | $0.00 | $1,021.44 | |
| 0091 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 34.800 | 34.800 | 34.800 | $428.18 | $0.00 | $14,900.67 | |
| 0092 | REINFORCING STEEL | 804(B) 2916 | LB | 5,093.900 | 5,093.900 | 0.000 | 5,093.900 | $1.24 | $0.00 | $6,316.44 |
| 0093 | 32'MH POLE 35'TS & 10'LMA(G.STL.) | 806(A) 8311 | EA | 2.000 | 2.000 | 2.000 | $5,674.70 | $0.00 | $11,349.40 | |
| 0094 | 32'MH POLE,30'TS & 10'LMA(G.STL.) | 806(A) 8350 | EA | 1.000 | 1.000 | 1.000 | $5,041.19 | $0.00 | $5,041.19 | |
| 0095 | 32'MH POLE 25',TS & 10'LMA(G.STL.) | 806(A) 8351 | EA | 1.000 | 1.000 | 1.000 | $4,866.82 | $0.00 | $4,866.82 | |
| 0096 | POLE & 25' TS MST.ARM(G.STL.) | 806(A) 8726 | EA | 2.000 | 2.000 | 2.000 | $4,039.35 | $0.00 | $8,078.70 | |
| 0097 | POLE & 35' TS MST.ARM(G.STL.) | 806(A) 8730 | EA | 4.000 | 4.000 | 4.000 | $5,238.26 | $0.00 | $20,953.04 | |
| 0098 | POLE & 40' TS MST.ARM(G.STL.) | 806(A) 8732 | EA | 2.000 | 2.000 | 2.000 | $5,906.84 | $0.00 | $11,813.68 | |
| 0099 | 10' MTG.HT.TS PED.POLE(G.STL.) | 806(B) 8894 | EA | 9.000 | 9.000 | 9.000 | $402.39 | $0.00 | $3,621.51 | |
| 0100 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 4.000 | 4.000 | 3.000 | $355.96 | $0.00 | $1,067.88 | |
| 0101 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 600.000 | 600.000 | 0.000 | 600.000 | $1.03 | $0.00 | $618.00 |
| 0102 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 1,750.000 | 1,750.000 | 0.000 | 1,750.000 | $0.83 | $0.00 | $1,452.50 |
| 0103 | TRAFFIC SIGNAL CONTROLLER ASSEMBLY | 825 8550 | EA | 3.000 | 3.000 | 3.000 | $31,984.63 | $0.00 | $95,953.89 | |
| 0104 | VEHICLE LOOP DETECTOR | 828(A) 8142 | EA | 22.000 | 22.000 | 1,482.000 | 1,504.000 | $118.65 | $175,839.30 | $178,449.60 |
| 0105 | LOOP DETECTOR WIRE | 828(B) 8136 | LF | 11,710.000 | 11,710.000 | 1,944.000 | 12,076.000 | $3.30 | $6,415.20 | $39,850.80 |
| 0106 | PEDESTRIAN PUSH BUTTON | 830 8000 | EA | 18.000 | 18.000 | 18.000 | $560.25 | $0.00 | $10,084.50 | |
| 0107 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 22.000 | 22.000 | 22.000 | $495.25 | $0.00 | $10,895.50 | |
| 0108 | 1WAY 3SEC. ADJ. SIG. HD. S-9 | 831 8252 | EA | 10.000 | 10.000 | 10.000 | $490.09 | $0.00 | $4,900.90 | |
| 0109 | 1WAY 5SEC. ADJ. SIG. HD. S-19 | 831 8286 | EA | 2.000 | 2.000 | 2.000 | $699.54 | $0.00 | $1,399.08 | |
| 0110 | 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | 831 8295 | EA | 18.000 | 18.000 | 18.000 | $392.07 | $0.00 | $7,057.26 | |
| 0111 | BACKPLATE | 833 3030 | EA | 34.000 | 34.000 | 34.000 | $71.19 | $0.00 | $2,420.46 | |
| 0112 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8207 | LF | 8,100.000 | 8,100.000 | 0.000 | 8,100.000 | $1.03 | $0.00 | $8,343.00 |
| 0113 | 7/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8208 | LF | 100.000 | 100.000 | 0.000 | 100.000 | $1.28 | $0.00 | $128.00 |
| 0114 | 21/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8213 | LF | 2,605.000 | 2,605.000 | 0.000 | 2,605.000 | $3.07 | $0.00 | $7,997.35 |
| 0115 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 7,185.000 | 7,185.000 | 0.000 | 7,185.000 | $0.80 | $0.00 | $5,748.00 |
| 0116 | E.P.S. OPTICAL EMITTER | 840(A) 8592 | EA | 5.000 | 5.000 | 0.000 | $619.06 | $0.00 | $0.00 | |
| 0117 | E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 10.000 | 10.000 | 6.000 | $397.23 | $0.00 | $2,383.38 | |
| 0118 | E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 2,805.000 | 2,805.000 | 1,635.000 | $1.03 | $0.00 | $1,684.05 | |
| 0119 | E.P.S. 2 CHANNEL PHASE SELECTOR | 840(D) 8595 | EA | 5.000 | 5.000 | 5.000 | $1,129.78 | $0.00 | $5,648.90 | |
| 0120 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 219.000 | 219.000 | 219.000 | 219.000 | $30.44 | $6,666.36 | $6,666.36 |
| Subtotals For Category 0300/TRAFFIC SIGNAL | $188,920.86 | $518,546.41 | ||||||||
| Fed/State Project Number: STP-114B(222)AG | Project: 25648(04) | Category: 0301/TRAFFIC SIGNING AND STRIPING | ||||||||
| 0121 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 1.560 | 1.560 | 0.000 | $283.74 | $0.00 | $0.00 | |
| 0122 | REINFORCING STEEL | 804(B) 2916 | LB | 72.000 | 72.000 | 0.000 | $2.06 | $0.00 | $0.00 | |
| 0123 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 21.000 | 21.000 | 0.000 | $46.43 | $0.00 | $0.00 | |
| 0124 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 3.000 | 3.000 | 0.000 | $154.76 | $0.00 | $0.00 | |
| 0125 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 108.440 | 108.440 | 0.000 | $13.93 | $0.00 | $0.00 | |
| 0126 | 2"@3.65 GALV.STEEL PIPE POST | 851(B) 3216 | LF | 188.000 | 188.000 | 0.000 | $12.38 | $0.00 | $0.00 | |
| 0127 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 39.000 | 39.000 | 0.000 | $18.57 | $0.00 | $0.00 | |
| 0128 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 42,700.000 | 42,700.000 | 0.000 | $0.43 | $0.00 | $0.00 | |
| 0129 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 1,432.000 | 1,432.000 | 0.000 | $0.72 | $0.00 | $0.00 | |
| 0130 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 455.000 | 455.000 | 0.000 | $2.58 | $0.00 | $0.00 | |
| 0131 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 26.000 | 26.000 | 0.000 | $72.22 | $0.00 | $0.00 | |
| 0132 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 10.000 | 10.000 | 0.000 | $139.29 | $0.00 | $0.00 | |
| Subtotals For Category 0301/TRAFFIC SIGNING AND STRIPING | $0.00 | $0.00 | ||||||||
| Fed/State Project Number: STP-114B(222)AG | Project: 25648(04) | Category: 0302/TRAFFIC CONTROL | ||||||||
| 0133 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 1,074.000 | 1,074.000 | 0.000 | 44,178.000 | $0.26 | $0.00 | $11,486.28 |
| 0134 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 857(E) 8890 | EA | 12,060.000 | 12,060.000 | 399.000 | $0.42 | $0.00 | $167.58 | |
| 0135 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 1,000.000 | 1,000.000 | 0.000 | 13,081.000 | $0.52 | $0.00 | $6,802.12 |
| 0136 | PORTABLE LONGITUDINAL BARRIER | 877(A) 8483 | LF | 300.000 | 300.000 | 1,350.000 | $9.26 | $0.00 | $12,501.00 | |
| 0137 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 21,565.000 | 21,565.000 | 480.000 | 4,113.000 | $0.04 | $19.20 | $164.52 |
| 0138 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 10,240.000 | 10,240.000 | 855.000 | 10,810.000 | $1.29 | $1,102.95 | $13,944.90 |
| 0139 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 17,025.000 | 17,025.000 | 435.000 | 8,255.000 | $0.10 | $43.50 | $825.50 |
| 0140 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 10,605.000 | 10,605.000 | 825.000 | 8,703.000 | $0.77 | $635.25 | $6,701.31 |
| 0141 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 21,210.000 | 21,210.000 | 2,025.000 | 23,386.000 | $0.26 | $526.50 | $6,080.36 |
| 0142 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 82,135.000 | 82,135.000 | 2,745.000 | 44,225.000 | $0.03 | $82.35 | $1,326.75 |
| 0143 | DRUMS | 880(F) 8878 | SD | 82,135.000 | 82,135.000 | 2,925.000 | 44,559.000 | $0.03 | $87.75 | $1,336.77 |
| 0144 | CHANNELIZER CONES | 880(G) 8890 | SD | 3,675.000 | 3,675.000 | 4,815.000 | 61,366.000 | $0.15 | $722.25 | $9,204.90 |
| Subtotals For Category 0302/TRAFFIC CONTROL | $3,219.75 | $70,541.99 | ||||||||
| Fed/State Project Number: STP-114B(222)AG | Project: 25648(04) | Category: 0600/STAKING | ||||||||
| 0145 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.900 | $46,945.18 | $0.00 | $42,250.68 | |
| Subtotals For Category 0600/STAKING | $0.00 | $42,250.68 | ||||||||
| Fed/State Project Number: STP-114B(222)AG | Project: 25648(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0146 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.900 | $5,255.41 | $0.00 | $4,729.86 | |
| 0147 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $14,070.05 | $0.00 | $14,070.05 | |
| 0148 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $240,000.00 | $0.00 | $240,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $258,799.91 | ||||||||
| Fed/State Project Number: STP-114B(222)AG | Project: 25648(04) | Category: 0900/NONPARTICIPATING | ||||||||
| 0149 | FENCE-STYLE WWF | 624(A) 4281 | LF | 192.000 | 192.000 | 0.000 | $7.22 | $0.00 | $0.00 | |
| 0150 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 1,698.000 | 1,698.000 | 0.000 | $4.13 | $0.00 | $0.00 | |
| 0151 | FENCE-STYLE CLF (5'HIGH, CLASS A) | 624(E) 4290 | LF | 935.000 | 935.000 | 0.000 | $15.48 | $0.00 | $0.00 | |
| 0152 | GATES-STYLE CLF (5'HIGH X 8'LONG) | 624(F) 5890 | EA | 2.000 | 2.000 | 0.000 | $825.41 | $0.00 | $0.00 | |
| 0153 | GATES-STYLE CLF (5'HIGH X 14'LONG) | 624(F) 5896 | EA | 2.000 | 2.000 | 0.000 | $1,238.12 | $0.00 | $0.00 | |
| 8020 | 12" WATER LINE LOWERED | 612(M) 4817 | LF | 0.000 | 242.000 | 242.000 | $117.05 | $0.00 | $28,326.10 | |
| 8030 | REMOVAL OF FENCE | 619(B) 4725 | LF | 0.000 | 340.000 | 340.000 | $49.84 | $0.00 | $16,945.60 | |
| Subtotals For Category 0900/NONPARTICIPATING | $0.00 | $45,271.70 | ||||||||
| Subtotals For Project STP-114B(222)AG /25648(04) | $370,932.17 | $8,038,397.67 | ||||||||