| Contract ID: | 080180 | Estimate Number: | 0017 | Contract No: | 311064 | |||
| Residency: | CARTER & BURGESS (03004) | Estimate Type: | Progressive | Account No: | 400300 | |||
| Project Number(s): | STP-114B(139)AG | ||||||||||||
| Primary Job Piece No: | 22119(04) | ||||||||||||
| Contract Description: | GRADE, DRAIN, SURFACE & TRAFFIC SIGNALS CITY STREET (36TH AVENUE NW): BETWEEN ROBINSON STREET AND MAIN STREET IN NORMAN. PROJECT LENGTH = 0.373 MILES | ||||||||||||
| Primary County: | CLEVELAND | ||||||||||||
| Name of Road: | CITY STREET | ||||||||||||
| Prime Contractor: | RUDY CONSTRUCTION CO. | ||||||||||||
| 3101 NE 63RD STREET | |||||||||||||
| OKLAHOMA CITY , OK 73121 | |||||||||||||
| Surety Company: | WESTERN SURETY COMPANY | ||||||||||||
| Date Let: | 04/17/2008 | NTP Effective Date: | 09/08/2008 | Pay Period: | 03/16/2009 TO 03/31/2009 |
| Date Awarded: | 04/25/2008 | Date Work Began: | 07/14/2008 | Original Contract Time: | 160 |
| Date Contract Executed: | 05/07/2008 | Date Time Stopped: | Current Time Charged: | 261.00 | |
| Date NTP Issued: | 05/19/2008 | Completion Date: | Current Time Allowed: | 277.00 | |
| General Liability Expires: | 08/01/2009 | Workman's Comp Expires: | 08/01/2009 | Percent Time Used: | 94.22 % |
| Specification Year: | 1999 | Date Approved: | |||
| Current Contract Amount: | $2,570,971.04 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $2,645,494.08 | Participating: | $1,699,854.15 | $1,630,927.85 | $68,926.30 | ||
| Percent Complete: | 68.74 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $803,673.45 | Total Earnings: | $1,699,854.15 | $1,630,927.85 | $68,926.30 | ||
| Unearned Balance: | $878,196.49 | Stockpiled Materials: | $55,094.30 | $55,094.30 | $0.00 | ||
| Gross Earnings: | $1,754,948.45 | $1,686,022.15 | $68,926.30 | ||||
| Other Adjustments: | $12,349.14 | $11,762.02 | $587.12 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $1,767,297.59 | $1,697,784.17 | $69,513.42 | ||||
| Contract ID: | 080180 | Estimate Number: | 0017 | Primary JP: | 22119(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Change Order for RCB | Approved | 11/03/2008 | 70.0 | $-82,773.04 |
| 002 | Change Order for Master Controller | Approved | 11/03/2008 | 0.0 | $8,250.00 |
| 003 | Change Order for Plan Qty. | Approved | 11/03/2008 | 0.0 | $0.00 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 22119(04) | 0092 | RSTL FABS (AML) | Stockpiled Material Closure | 0005 | $0.00 |
| 22119(04) | 0092 | RSTL FABS (AML) | Stockpiled Material Initial Payment | 0005 | $2,183.74 |
| 22119(04) | 0102 | VEH.ACT.SOL.ST.TRAF.SIG.CON.ASM | Stockpiled Material Initial Payment | 0005 | $11,901.00 |
| 22119(04) | 0102 | VEH.ACT.SOL.ST.TRAF.SIG.CON.ASM | Stockpiled Material Initial Payment | 0005 | $16,749.00 |
| 22119(04) | 0105 | PEDESTRIAN PUSH BUTTON | Stockpiled Material Initial Payment | 0005 | $1,625.08 |
| 22119(04) | 0106 | 1 WAY 3 SEC. ADJ. SIG. HD. S-6 | Stockpiled Material Initial Payment | 0005 | $1,358.00 |
| 22119(04) | 0106 | 1 WAY 3 SEC. ADJ. SIG. HD. S-6 | Stockpiled Material Initial Payment | 0005 | $441.00 |
| 22119(04) | 0106 | 1 WAY 3 SEC. ADJ. SIG. HD. S-6 | Stockpiled Material Initial Payment | 0005 | $1,034.74 |
| 22119(04) | 0106 | 1 WAY 3 SEC. ADJ. SIG. HD. S-6 | Stockpiled Material Initial Payment | 0005 | $108.26 |
| 22119(04) | 0106 | 1 WAY 3 SEC. ADJ. SIG. HD. S-6 | Stockpiled Material Initial Payment | 0005 | $757.82 |
| 22119(04) | 0106 | 1 WAY 3 SEC. ADJ. SIG. HD. S-6 | Stockpiled Material Initial Payment | 0005 | $521.64 |
| 22119(04) | 0106 | 1 WAY 3 SEC. ADJ. SIG. HD. S-6 | Stockpiled Material Initial Payment | 0005 | $529.20 |
| 22119(04) | 0108 | 1 WAY 5 SEC. ADJ. SIG. HD. S-19 | Stockpiled Material Initial Payment | 0005 | $323.39 |
| 22119(04) | 0108 | 1 WAY 5 SEC. ADJ. SIG. HD. S-19 | Stockpiled Material Initial Payment | 0005 | $128.00 |
| 22119(04) | 0108 | 1 WAY 5 SEC. ADJ. SIG. HD. S-19 | Stockpiled Material Initial Payment | 0005 | $271.32 |
| 22119(04) | 0108 | 1 WAY 5 SEC. ADJ. SIG. HD. S-19 | Stockpiled Material Initial Payment | 0005 | $110.86 |
| 22119(04) | 0108 | 1 WAY 5 SEC. ADJ. SIG. HD. S-19 | Stockpiled Material Initial Payment | 0005 | $108.26 |
| 22119(04) | 0108 | 1 WAY 5 SEC. ADJ. SIG. HD. S-19 | Stockpiled Material Initial Payment | 0005 | $74.52 |
| 22119(04) | 0108 | 1 WAY 5 SEC. ADJ. SIG. HD. S-19 | Stockpiled Material Initial Payment | 0005 | $78.20 |
| 22119(04) | 0108 | 1 WAY 5 SEC. ADJ. SIG. HD. S-19 | Stockpiled Material Initial Payment | 0005 | $75.60 |
| 22119(04) | 0109 | 1 WAY 2 SEC. ADJ. PED. SIG. HD. S-20 | Stockpiled Material Initial Payment | 0005 | $1,250.00 |
| 22119(04) | 0119 | (PL) E.P.S. OPTICAL DETECTOR | Stockpiled Material Initial Payment | 0005 | $3,074.70 |
| 22119(04) | 0121 | (PL) E.P.S. 2 CHANNEL PHASE SELECTOR | Stockpiled Material Initial Payment | 0005 | $5,082.79 |
| 22119(04) | 0151 | (PL) TRAFFIC ITEMS | Stockpiled Material Initial Payment | 0005 | $9,742.91 |
| 22119(04) | 0151 | (PL) TRAFFIC ITEMS | Stockpiled Material Adjustment | 0012 | $-2,435.73 | Subtotals For Stockpile Payments | $55,094.30 |
| LIQUIDATED DAMAGES HISTORY | |||||||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
| No liquidated damages have been assessed on this contract. | |||||||||
| 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 |
| 22119(04) | 0013 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $623.94 |
| 22119(04) | 0013 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0012 | 0.00 | $0.00 | $966.24 |
| 22119(04) | 0014 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 0.00 | $0.00 | $1,142.85 |
| 22119(04) | 0014 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 0.00 | $0.00 | $1,635.43 |
| 22119(04) | 0014 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 0.00 | $0.00 | $1,342.12 |
| 22119(04) | 0014 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $1,968.07 |
| 22119(04) | 0014 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 0.00 | $0.00 | $1,424.60 |
| 22119(04) | 0014 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 0.00 | $0.00 | $996.67 |
| 22119(04) | 0014 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $1,662.10 |
| 22119(04) | 0014 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 0.00 | $0.00 | $587.12 | Subtotals For Line Item Adjustments | $12,349.14 |
| MILESTONE ADJUSTMENTS | |||||||||
| Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
| No milestones exist for this contract. | |||||||||
| Contract ID: | 080180 | Estimate Number: | 0017 | Primary JP: | 22119(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(139)AG | Project: 22119(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 0.750 | $10,000.00 | $0.00 | $7,500.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 7,500.000 | 7,500.000 | 0.000 | 6,500.000 | $12.00 | $0.00 | $78,000.00 |
| 0003 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.750 | $10,000.00 | $0.00 | $7,500.00 | |
| 0004 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 7.000 | 7.000 | 0.000 | $125.00 | $0.00 | $0.00 | |
| 0005 | TEMPORARY SILT DIKE | 227 0100 | LF | 3,870.000 | 3,870.000 | 0.000 | 4,472.000 | $1.20 | $0.00 | $5,366.40 |
| 0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 4,960.000 | 4,960.000 | 962.270 | 2,501.090 | $2.40 | $2,309.45 | $6,002.62 |
| 0007 | WATERING | 230(F) 2812 | MGAL | 198.000 | 198.000 | 10.900 | $5.50 | $0.00 | $59.95 | |
| 0008 | AGGREGATE BASE | 303 0192 | CY | 200.000 | 200.000 | 0.000 | 202.980 | $42.00 | $0.00 | $8,525.16 |
| 0009 | (SP)CEMENT KILN DUST | 327(B) 4210 | TON | 588.000 | 588.000 | 21.600 | 427.840 | $55.00 | $1,188.00 | $23,531.20 |
| 0010 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 10,798.000 | 10,798.000 | 0.000 | 9,139.270 | $3.00 | $0.00 | $27,417.81 |
| 0011 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 2,581.000 | 2,581.000 | 174.150 | 2,155.190 | $18.00 | $3,134.70 | $38,793.42 |
| 0012 | TACK COAT | 407 0250 | GAL | 1,518.000 | 1,518.000 | 125.000 | 345.000 | $1.50 | $187.50 | $517.50 |
| 0013 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 1,469.790 | 1,469.790 | 0.000 | 202.210 | $81.00 | $0.00 | $16,379.01 |
| 0014 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 2,309.210 | 2,309.210 | 261.650 | 1,741.490 | $75.00 | $19,623.75 | $130,611.75 |
| 0015 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 1,912.050 | 1,912.050 | 0.000 | $93.00 | $0.00 | $0.00 | |
| 0016 | 8" P.C. CONCRETE PAVEMENT | 414(A) 0260 | SY | 1,623.560 | 1,623.560 | 29.220 | 2,288.600 | $53.00 | $1,548.66 | $121,295.80 |
| 0017 | (PL)FOG SEAL | 417 4659 | GAL | 767.000 | 767.000 | 0.000 | $2.00 | $0.00 | $0.00 | |
| 0018 | COLD MILLING PAVEMENT | 417 5267 | SY | 7,665.000 | 7,665.000 | 0.000 | $2.00 | $0.00 | $0.00 | |
| 0019 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 8.000 | 8.000 | 6.980 | $20.00 | $0.00 | $139.60 | |
| 0020 | STRUCTURAL STEEL | 506(A) 1322 | LB | 450.000 | 450.000 | 0.000 | 450.000 | $3.00 | $0.00 | $1,350.00 |
| 0021 | CLASS A CONCRETE | 509(B) 0321 | CY | 20.000 | 20.000 | 0.000 | 34.390 | $675.00 | $0.00 | $23,213.25 |
| 0022 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 3.600 | 3.600 | 0.000 | 4.000 | $675.00 | $0.00 | $2,700.00 |
| 0023 | REINFORCING STEEL | 511(A) 0332 | LB | 1,810.000 | 1,810.000 | 1,810.000 | $2.00 | $0.00 | $3,620.00 | |
| 0024 | (SP)INTERLOCKING CONCRETE STONE | 604(A) 5860 | SY | 330.000 | 330.000 | 150.690 | $110.00 | $0.00 | $16,575.90 | |
| 0025 | (SP)FILTER FABRIC (INTERLOCKING CONCRETE STONE) | 604(B) 5861 | SY | 400.000 | 400.000 | 173.340 | $5.00 | $0.00 | $866.70 | |
| 0026 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 1,132.160 | 1,132.160 | 0.000 | 992.720 | $7.00 | $0.00 | $6,949.04 |
| 0027 | 2'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1525 | LF | 533.960 | 533.960 | 114.000 | 340.670 | $20.00 | $2,280.00 | $6,813.40 |
| 0028 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 3,299.080 | 3,299.080 | 461.000 | 2,963.000 | $20.00 | $9,220.00 | $59,260.00 |
| 0029 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 2,084.780 | 2,084.780 | 248.830 | 1,478.770 | $50.00 | $12,441.50 | $73,938.50 |
| 0030 | 6" CONCRETE DRIVEWAY (H.E.S.) | 610(B) 0399 | SY | 1,093.420 | 1,093.420 | 29.080 | 810.620 | $50.00 | $1,454.00 | $40,531.00 |
| 0031 | BRICK OR STONE SIDEWALK | 610(E) 0400 | SY | 76.670 | 76.670 | 0.000 | $100.00 | $0.00 | $0.00 | |
| 0032 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 5.000 | 5.000 | 0.000 | 3.000 | $2,500.00 | $0.00 | $7,500.00 |
| 0033 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 2.590 | 2.590 | 7.330 | $400.00 | $0.00 | $2,932.00 | |
| 0034 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 7.000 | 7.000 | 0.000 | 5.000 | $500.00 | $0.00 | $2,500.00 |
| 0035 | INLET CICI DES. 2 (STD) | 611(E) 5112 | EA | 7.000 | 7.000 | 0.000 | 5.000 | $3,000.00 | $0.00 | $15,000.00 |
| 0036 | INLET CICI DES. 2 (2B) | 611(E) 5117 | EA | 1.000 | 1.000 | 0.000 | 1.000 | $4,000.00 | $0.00 | $4,000.00 |
| 0037 | INLET CICI DES. 2 (ADD'L DEPTH) | 611(F) 5325 | VF | 3.360 | 3.360 | 8.060 | $400.00 | $0.00 | $3,224.00 | |
| 0038 | INLET FRAME (TYPE TR) | 611(G) 4277 | EA | 16.000 | 16.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
| 0039 | INLET GRATE (TYPE VG-T) | 611(G) 4485 | EA | 32.000 | 32.000 | 0.000 | 16.000 | $225.00 | $0.00 | $3,600.00 |
| 0040 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 20.000 | 20.000 | 0.000 | 16.000 | $300.00 | $0.00 | $4,800.00 |
| 0041 | JUNCTION BOXES | 611(J) 0487 | CF | 223.000 | 223.000 | 0.000 | 301.360 | $60.00 | $0.00 | $18,081.60 |
| 0042 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 24.000 | 24.000 | 0.000 | 20.000 | $200.00 | $0.00 | $4,000.00 |
| 0043 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 2.000 | 2.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
| 0044 | INLETS ADJUST TO GRADE | 612(E) 0645 | EA | 2.000 | 2.000 | 2.000 | $500.00 | $0.00 | $1,000.00 | |
| 0045 | VALVE BOXES ADJUST TO GRADE | 612(G) 0647 | EA | 28.000 | 28.000 | 4.000 | $125.00 | $0.00 | $500.00 | |
| 0046 | METER BOXES ADJUST TO GRADE | 612(H) 0648 | EA | 9.000 | 9.000 | 4.000 | $200.00 | $0.00 | $800.00 | |
| 0047 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 671.000 | 671.000 | 56.000 | 230.000 | $50.00 | $2,800.00 | $11,500.00 |
| 0048 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 278.000 | 278.000 | 361.000 | $80.00 | $0.00 | $28,880.00 | |
| 0049 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 40.000 | 40.000 | 0.000 | 24.000 | $125.00 | $0.00 | $3,000.00 |
| 0050 | 66" CORR. GALV. STEEL PIPE | 613(D) 0697 | LF | 8.000 | 8.000 | 0.000 | $350.00 | $0.00 | $0.00 | |
| 0051 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 1.000 | 1.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
| 0052 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 800.000 | 800.000 | 0.000 | $8.00 | $0.00 | $0.00 | |
| 0053 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 80.000 | 80.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
| 0054 | PIPE UNDERDRAIN COVER MAT'L. | 613(R) 1100 | CY | 80.000 | 80.000 | 0.000 | $42.00 | $0.00 | $0.00 | |
| 0055 | TRENCH EXCAVATION | 613(S) 1180 | CY | 1,009.000 | 1,009.000 | 1,849.240 | $10.00 | $0.00 | $18,492.40 | |
| 0056 | STANDARD BEDDING MATERIAL | 613(T) 1181 | CY | 163.000 | 163.000 | 0.000 | 18.020 | $42.00 | $0.00 | $757.01 |
| 0057 | (PL)REPAIR EXISTING IRRIGATION SYSTEM | 616(I) 1100 | LSUM | 1.000 | 1.000 | 0.500 | $3,000.00 | $0.00 | $1,500.00 | |
| 0058 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.750 | $2,500.00 | $0.00 | $1,875.00 | |
| 0059 | REMOVAL OF FENCE | 619(B) 4725 | LF | 90.000 | 90.000 | 0.000 | $6.00 | $0.00 | $0.00 | |
| 0060 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 2,773.000 | 2,773.000 | 297.550 | 3,087.550 | $6.00 | $1,785.30 | $18,525.30 |
| 0061 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 4,120.000 | 4,120.000 | 3,729.210 | $6.00 | $0.00 | $22,375.26 | |
| 0062 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 2,134.000 | 2,134.000 | 760.100 | 2,428.820 | $6.00 | $4,560.60 | $14,572.92 |
| 0063 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 1,481.000 | 1,481.000 | 147.900 | 883.700 | $6.00 | $887.40 | $5,302.20 |
| 0064 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 2,032.000 | 2,032.000 | 192.460 | 1,863.430 | $6.00 | $1,154.76 | $11,180.58 |
| 0065 | SAWING PAVEMENT | 619(C) 0924 | LF | 1,135.000 | 1,135.000 | 55.000 | 2,190.000 | $4.00 | $220.00 | $8,760.00 |
| 0066 | FENCE-STYLE CLF (4'HIGH, CLASS A) | 624(D) 4288 | LF | 90.000 | 90.000 | 0.000 | $18.00 | $0.00 | $0.00 | |
| 0067 | REMOVE AND RECONSTRUCT FENCE | 625(B) 1252 | LF | 112.000 | 112.000 | 90.000 | $36.00 | $0.00 | $3,240.00 | |
| 0068 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 3.000 | 3.000 | 1.000 | 3.000 | $75.00 | $75.00 | $225.00 |
| 0069 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 1.000 | 1.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
| 0070 | MAILBOX | 629(C) 4960 | EA | 5.000 | 5.000 | 3.000 | $75.00 | $0.00 | $225.00 | |
| 0071 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 4.000 | 4.000 | 3.000 | $50.00 | $0.00 | $150.00 | |
| 0072 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 4.000 | 4.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
| Subtotals For Category 0100/ROADWAY | $64,870.62 | $925,956.28 | ||||||||
| Fed/State Project Number: STP-114B(139)AG | Project: 22119(04) | Category: 0200/BRIDGE | ||||||||
| 0073 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 2,669.000 | 2,669.000 | 0.000 | 2,592.000 | $14.40 | $0.00 | $37,324.80 |
| 0074 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 344.000 | 344.000 | 974.260 | $18.00 | $0.00 | $17,536.68 | |
| 0075 | UNCLASSIFIED BACKFILL | 501(D) 6353 | CY | 730.000 | 730.000 | 759.360 | $15.60 | $0.00 | $11,846.02 | |
| 0076 | HANDRAILING | 504(G) 6006 | LF | 159.670 | 159.670 | 83.000 | $108.00 | $0.00 | $8,964.00 | |
| 0077 | (PL)PRECAST RCB | 508 7100 | LF | 360.000 | 0.000 | 0.000 | $1,315.00 | $0.00 | $0.00 | |
| 0078 | CLASS AA CONCRETE | 509(A) 1326 | CY | 117.800 | 615.910 | 0.000 | 627.240 | $516.00 | $0.00 | $323,655.84 |
| 0079 | REINFORCING STEEL | 511(A) 1332 | LB | 10,882.000 | 85,134.000 | 75,631.500 | $1.60 | $0.00 | $121,010.40 | |
| 0080 | GABIONS | 602(A) 4200 | CY | 272.000 | 272.000 | 0.000 | 247.670 | $384.00 | $0.00 | $95,105.28 |
| 0081 | REVETMENT MATTRESS | 602(B) 6288 | SY | 72.000 | 72.000 | 149.990 | $144.00 | $0.00 | $21,598.56 | |
| 0082 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $10,380.00 | $0.00 | $10,380.00 | |
| 8001 | RENTED PORT.TYPE PREC.CONC.MED. BARR. | 627(P) 4425 | LF | 0.000 | 600.000 | 0.000 | $21.38 | $0.00 | $0.00 | |
| 8002 | RELOC.PORT.TYPE PRECAST CONC.MEDIAN BARR | 627(G) 4316 | LF | 0.000 | 300.000 | 0.000 | $6.57 | $0.00 | $0.00 | |
| Subtotals For Category 0200/BRIDGE | $0.00 | $647,421.58 | ||||||||
| Fed/State Project Number: STP-114B(139)AG | Project: 22119(04) | Category: 0300/TRAFFIC | ||||||||
| 0083 | 1 1/2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8338 | LF | 1,770.000 | 1,770.000 | 0.000 | $3.60 | $0.00 | $0.00 | |
| 0084 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 1,000.000 | 1,000.000 | 0.000 | $24.00 | $0.00 | $0.00 | |
| 0085 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 3,635.000 | 3,635.000 | 0.000 | $4.20 | $0.00 | $0.00 | |
| 0086 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 570.000 | 570.000 | 0.000 | $30.00 | $0.00 | $0.00 | |
| 0087 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 48.000 | 48.000 | 0.000 | $12.00 | $0.00 | $0.00 | |
| 0088 | PULL BOX(SIZE I) | 803 8065 | EA | 7.000 | 7.000 | 0.000 | $240.00 | $0.00 | $0.00 | |
| 0089 | PULL BOX(SIZE II) | 803 8066 | EA | 2.000 | 2.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
| 0090 | PULL BOX(SIZE III) | 803 8067 | EA | 51.000 | 51.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
| 0091 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 22.000 | 22.000 | 0.000 | $480.00 | $0.00 | $0.00 | |
| 0092 | REINFORCING STEEL | 804(B) 2916 | LB | 3,153.000 | 3,153.000 | 0.000 | $1.30 | $0.00 | $0.00 | |
| 0093 | 32'MH POLE 35'TS & 10'LMA(G.STL.) | 806(A) 8311 | EA | 2.000 | 2.000 | 0.000 | $6,240.00 | $0.00 | $0.00 | |
| 0094 | 32'MH POLE 40'TS & 10'LMA(G.STL.) | 806(A) 8312 | EA | 2.000 | 2.000 | 0.000 | $7,320.00 | $0.00 | $0.00 | |
| 0095 | 32'MH POLE 45'TS & 10'LMA(G.STL.) | 806(A) 8313 | EA | 2.000 | 2.000 | 0.000 | $9,840.00 | $0.00 | $0.00 | |
| 0096 | 32'MH POLE 25',TS & 10'LMA(G.STL.) | 806(A) 8351 | EA | 1.000 | 1.000 | 0.000 | $4,920.00 | $0.00 | $0.00 | |
| 0097 | 10' MTG.HT.TS PED.POLE(G.STL.) | 806(B) 8894 | EA | 1.000 | 1.000 | 0.000 | $3,000.00 | $0.00 | $0.00 | |
| 0098 | (PL)ROADWAY LUMINAIRE | 809(A) 8090 | EA | 7.000 | 7.000 | 0.000 | $360.00 | $0.00 | $0.00 | |
| 0099 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 0.000 | $360.00 | $0.00 | $0.00 | |
| 0100 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 1,200.000 | 1,200.000 | 0.000 | $1.20 | $0.00 | $0.00 | |
| 0101 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 3,100.000 | 3,100.000 | 0.000 | $0.60 | $0.00 | $0.00 | |
| 0102 | VEH.ACT.SOL.ST.TRAF.SIG.CON.ASM | 825 8550 | EA | 2.000 | 2.000 | 0.000 | $24,900.00 | $0.00 | $0.00 | |
| 0103 | SOL.STE.DIGITAL IND.VEH.LP.DET. | 828(A) 8135 | EA | 17.000 | 17.000 | 0.000 | $144.00 | $0.00 | $0.00 | |
| 0104 | LOOP DETECTOR WIRE | 828(B) 8138 | LF | 4,350.000 | 4,350.000 | 0.000 | $3.60 | $0.00 | $0.00 | |
| 0105 | PEDESTRIAN PUSH BUTTON | 830 8000 | EA | 10.000 | 10.000 | 0.000 | $270.00 | $0.00 | $0.00 | |
| 0106 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 14.000 | 14.000 | 0.000 | $720.00 | $0.00 | $0.00 | |
| 0107 | 1WAY 3SEC. ADJ. SIG. HD. S-9 | 831 8252 | EA | 1.000 | 1.000 | 0.000 | $696.00 | $0.00 | $0.00 | |
| 0108 | 1WAY 5SEC. ADJ. SIG. HD. S-19 | 831 8286 | EA | 2.000 | 2.000 | 0.000 | $1,200.00 | $0.00 | $0.00 | |
| 0109 | 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | 831 8295 | EA | 10.000 | 10.000 | 0.000 | $480.00 | $0.00 | $0.00 | |
| 0110 | 1WAY 1SEC. ADJ. SIG. HD. S-22 | 831 8301 | EA | 4.000 | 4.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
| 0111 | BACKPLATE | 833 3030 | EA | 17.000 | 17.000 | 0.000 | $84.00 | $0.00 | $0.00 | |
| 0112 | (PL)UNDERGROUND COMMUNICATION CABLE | 834 8358 | LF | 4,700.000 | 4,700.000 | 0.000 | $1.60 | $0.00 | $0.00 | |
| 0113 | 5/C TRAF.SIG.ELECT.CABLE | 834(A) 8207 | LF | 2,100.000 | 2,100.000 | 0.000 | $1.60 | $0.00 | $0.00 | |
| 0114 | 7/C TRAF.SIG.ELECT.CABLE | 834(A) 8208 | LF | 170.000 | 170.000 | 0.000 | $1.60 | $0.00 | $0.00 | |
| 0115 | 9/C TRAF.SIG.EL.CABLE | 834(A) 8209 | LF | 100.000 | 100.000 | 0.000 | $1.80 | $0.00 | $0.00 | |
| 0116 | 12/C TRAF.SIG.ELECT.CABLE | 834(A) 8210 | LF | 915.000 | 915.000 | 0.000 | $1.90 | $0.00 | $0.00 | |
| 0117 | 15/C TRAF.SIG.EL.CABLE | 834(A) 8211 | LF | 160.000 | 160.000 | 0.000 | $2.70 | $0.00 | $0.00 | |
| 0118 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 5,050.000 | 5,050.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
| 0119 | (PL)E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 7.000 | 7.000 | 0.000 | $840.00 | $0.00 | $0.00 | |
| 0120 | (PL)E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 1,575.000 | 1,575.000 | 0.000 | $1.20 | $0.00 | $0.00 | |
| 0121 | (PL)E.P.S. 2 CHANNEL PHASE SELECTOR | 840(D) 8595 | EA | 4.000 | 4.000 | 0.000 | $2,100.00 | $0.00 | $0.00 | |
| 0122 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 118.820 | 118.820 | 0.000 | $21.60 | $0.00 | $0.00 | |
| 0123 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 165.470 | 165.470 | 0.000 | $42.00 | $0.00 | $0.00 | |
| 0124 | 2"@3.65 GALV.STEEL PIPE POST | 851(B) 3216 | LF | 285.000 | 285.000 | 0.000 | $21.60 | $0.00 | $0.00 | |
| 0125 | 4"@10.79 GALV.STEEL PIPE POST | 851(B) 3220 | LF | 24.000 | 24.000 | 0.000 | $72.00 | $0.00 | $0.00 | |
| 0126 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 11,568.000 | 11,568.000 | 0.000 | $0.96 | $0.00 | $0.00 | |
| 0127 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 22.000 | 22.000 | 0.000 | $102.00 | $0.00 | $0.00 | |
| 0128 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 3.000 | 3.000 | 0.000 | $180.00 | $0.00 | $0.00 | |
| 0129 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 19,000.000 | 19,000.000 | 7,930.000 | $0.25 | $0.00 | $1,982.50 | |
| 0130 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 2,200.000 | 2,200.000 | 306.000 | $0.80 | $0.00 | $244.80 | |
| 0131 | PAVEMENT MARKERS CLASS C TYPE 1-B | 857(A) 8935 | EA | 22.000 | 22.000 | 0.000 | $30.00 | $0.00 | $0.00 | |
| 0132 | PAVEMENT MARKERS CLASS C TYPE 2-C | 857(A) 8947 | EA | 50.000 | 50.000 | 0.000 | $30.00 | $0.00 | $0.00 | |
| 0133 | PAVEMENT MARKERS CLASS C TYPE 2-D | 857(A) 8950 | EA | 96.000 | 96.000 | 0.000 | $30.00 | $0.00 | $0.00 | |
| 0134 | PAVE.MARKERS CLASS C REPL.REFL.LENS | 857(A) 8959 | EA | 168.000 | 168.000 | 0.000 | $6.00 | $0.00 | $0.00 | |
| 0135 | REMOVE & RESET CLASS C PAVEMENT MARKERS | 857(B) 8962 | EA | 168.000 | 168.000 | 0.000 | $24.00 | $0.00 | $0.00 | |
| 0136 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 2,800.000 | 2,800.000 | 1,123.000 | $0.35 | $0.00 | $393.05 | |
| 0137 | ARROW DISPLAY(TYPE A) | 880(A) 8800 | SD | 320.000 | 320.000 | 0.000 | $6.00 | $0.00 | $0.00 | |
| 0138 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 24,160.000 | 24,160.000 | 304.000 | 2,658.000 | $0.06 | $18.24 | $159.48 |
| 0139 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 6,400.000 | 6,400.000 | 320.000 | 4,530.000 | $0.30 | $96.00 | $1,359.00 |
| 0140 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 3,360.000 | 3,360.000 | 304.000 | 4,533.000 | $2.40 | $729.60 | $10,879.20 |
| 0141 | BARRICADES(TYPE II) | 880(C) 8836 | SD | 10,880.000 | 10,880.000 | 48.000 | 149.000 | $0.20 | $9.60 | $29.80 |
| 0142 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 10,880.000 | 10,880.000 | 352.000 | 5,699.000 | $0.50 | $176.00 | $2,849.50 |
| 0143 | WING BARRICADES | 880(C) 8848 | SD | 640.000 | 640.000 | 16.000 | 261.000 | $0.60 | $9.60 | $156.60 |
| 0144 | VERTICAL PANELS | 880(D) 8854 | SD | 3,360.000 | 3,360.000 | 0.000 | $0.20 | $0.00 | $0.00 | |
| 0145 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 39,040.000 | 39,040.000 | 976.000 | 15,237.000 | $0.06 | $58.56 | $914.22 |
| 0146 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 35,360.000 | 35,360.000 | 1,984.000 | 26,737.000 | $0.02 | $39.68 | $534.74 |
| 0147 | DRUMS | 880(F) 8878 | SD | 3,200.000 | 3,200.000 | 1,984.000 | 28,020.000 | $0.90 | $1,785.60 | $25,218.00 |
| 0148 | TUBE CHANNELIZERS | 880(G) 8884 | SD | 270.000 | 270.000 | 688.000 | 5,484.000 | $0.60 | $412.80 | $3,290.40 |
| 0149 | FLAGGER | 880(I) 8902 | SD | 160.000 | 160.000 | 4.000 | 18.000 | $180.00 | $720.00 | $3,240.00 |
| 0150 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 320.000 | 320.000 | 0.000 | $24.00 | $0.00 | $0.00 | |
| 0151 | (PL)TRAFFIC ITEMS | 890 7700 | LSUM | 1.000 | 1.000 | 0.250 | $18,300.00 | $0.00 | $4,575.00 | |
| 0152 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8722 | LSUM | 1.000 | 1.000 | 0.750 | $1,200.00 | $0.00 | $900.00 | |
| 0153 | (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT | 890(A) 8726 | LSUM | 1.000 | 1.000 | 0.000 | $9,000.00 | $0.00 | $0.00 | |
| 8003 | (PL)MASTER CONTROLLER | 824 8340 | EA | 0.000 | 1.000 | 0.000 | $8,250.00 | $0.00 | $0.00 | |
| Subtotals For Category 0300/TRAFFIC | $4,055.68 | $56,726.29 | ||||||||
| Fed/State Project Number: STP-114B(139)AG | Project: 22119(04) | Category: 0600/STAKING | ||||||||
| 0154 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.750 | $25,000.00 | $0.00 | $18,750.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $18,750.00 | ||||||||
| Fed/State Project Number: STP-114B(139)AG | Project: 22119(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0155 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $1,000.00 | $0.00 | $1,000.00 | |
| 0156 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $50,000.00 | $0.00 | $50,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $51,000.00 | ||||||||
| Subtotals For Project STP-114B(139)AG /22119(04) | $68,926.30 | $1,699,854.15 | ||||||||