| Contract ID: | 100515 | Estimate Number: | 0018 | Contract No: | 611357 | |||
| Residency: | DUNCAN (07100) | Estimate Type: | Progressive | Account No: | 404700 | |||
| Project Number(s): | SSP-116N(187)SS | ||||||||||||
| Primary Job Piece No: | 27054(04) | ||||||||||||
| Contract Description: | PAVEMENT REHABILITATION (P.C. CONCRETE) I-44: FROM 1.0 MILE SOUTH OF THE SH-7 EAST JUNCTION, EXTEND NORTH. PROJECT LENGTH = 2.547 MILES. | ||||||||||||
| Primary County: | COMANCHE | ||||||||||||
| Name of Road: | I-44 | ||||||||||||
| Prime Contractor: | CHESTER BROSS CONSTRUCTION COMPANY/C.B. EQUIPMENT, INC. | ||||||||||||
| 6739 COUNTY ROAD 423 | |||||||||||||
| PALMYRA , KS 63461 | |||||||||||||
| Surety Company: | WESTERN SURETY COMPANY | ||||||||||||
| Date Let: | 04/14/2011 | NTP Effective Date: | 09/06/2011 | Pay Period: | 07/01/2013 TO 09/15/2013 |
| Date Awarded: | 05/02/2011 | Date Work Began: | 07/20/2011 | Original Contract Time: | 180 |
| Date Contract Executed: | 05/18/2011 | Date Time Stopped: | 06/10/2013 | Current Time Charged: | 242.00 |
| Date NTP Issued: | 05/31/2011 | Completion Date: | 06/10/2013 | Current Time Allowed: | 203.00 |
| General Liability Expires: | 08/01/2014 | Workman's Comp Expires: | 08/01/2014 | Percent Time Used: | 119.21 % |
| Specification Year: | 2009 | Date Approved: | |||
| Current Contract Amount: | $4,755,285.19 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $4,736,418.47 | Participating: | $0.00 | $0.00 | $0.00 | ||
| Percent Complete: | 98.17 % | Non Participating: | $4,745,325.32 | $4,691,457.16 | $53,868.16 | ||
| Funds Available: | $86,865.37 | Total Earnings: | $4,745,325.32 | $4,691,457.16 | $53,868.16 | ||
| Unearned Balance: | $67,998.65 | Stockpiled Materials: | $70.81 | $70.81 | $0.00 | ||
| Gross Earnings: | $4,745,396.13 | $4,691,527.97 | $53,868.16 | ||||
| Other Adjustments: | $7,023.69 | $6,966.25 | $57.44 | ||||
| Liq Dam/Disincentive: | $-84,000.00 | $-107,000.00 | $23,000.00 | ||||
| TOTAL: | $4,668,419.82 | $4,591,494.22 | $76,925.60 | ||||
| Contract ID: | 100515 | Estimate Number: | 0018 | Primary JP: | 27054(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Re-shotblasting & Class C patches on Bridges | Approved | 10/04/2012 | 0.0 | $18,866.72 |
| 003 | Adds 23 days to the contract | Approved | 09/04/2013 | 23.0 | $0.00 |
| 004 | Adds Pay Items for Bridge C & D | Pending | 0 | 34.0 | $231,528.99 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 27054(04) | 0083 | Stockpiled Material Initial Payment | 0009 | $96,890.55 | |
| 27054(04) | 0083 | Stockpiled Material Adjustment | 0011 | $-63,397.00 | |
| 27054(04) | 0083 | Stockpiled Material Adjustment | 0012 | $-33,422.74 | |
| 27054(04) | 0084 | Stockpiled Material Adjustment | 0012 | $-11,640.23 | |
| 27054(04) | 0084 | Stockpiled Material Initial Payment | 0009 | $11,640.23 | Subtotals For Stockpile Payments | $70.81 |
| LIQUIDATED DAMAGES HISTORY | ||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
| System Application of Liquidated Damages | 0008 | --11 | $1,000.00 | $-11,000.00 |
| System Application of Liquidated Damages | 0009 | --7.0 | $1,000.00 | $-7,000.00 |
| System Application of Liquidated Damages | 0010 | --14 | $1,000.00 | $-14,000.00 |
| System Application of Liquidated Damages | 0011 | --15 | $1,000.00 | $-15,000.00 |
| System Application of Liquidated Damages | 0012 | --15 | $1,000.00 | $-15,000.00 |
| System Application of Liquidated Damages | 0018 | -23.0 | $1,000.00 | $23,000.00 | Subtotals For Liquidated Damages | $-39,000.00 |
| 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 |
| 27054(04) | 0008 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 21.82 | $2.46 | $53.73 |
| 27054(04) | 0008 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 46.52 | $2.46 | $114.54 |
| 27054(04) | 0008 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 61.78 | $2.46 | $152.12 |
| 27054(04) | 0008 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 462.75 | $2.35 | $1,090.82 |
| 27054(04) | 0009 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 139.24 | $2.69 | $375.11 |
| 27054(04) | 0063 | DELIVER PORTABLE LONGITUDINAL BARRIER | * Material Discrepancy Adjustments | 0005 | 184.40 | $-23.10 | $-4,259.64 |
| 27054(04) | 0063 | DELIVER PORTABLE LONGITUDINAL BARRIER | * Material Discrepancy Adjustments | 0009 | 184.40 | $23.10 | $4,259.64 |
| 27054(04) | 0078 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 2,249.98 | $2.93 | $6,601.44 |
| 27054(04) | 0078 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 15.14 | $2.93 | $44.42 |
| 27054(04) | 0078 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0018 | -34.97 | $77.00 | $-2,692.88 |
| 27054(04) | 0078 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 476.76 | $2.69 | $1,284.39 | Subtotals For Line Item Adjustments | $7,023.69 | * = User applied Line Item Adjustments |
| MILESTONE INFORMATION | |||||||||
| Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
| 01 | Internal Milestone | 07/21/2011 | 02/01/2012 | 150.00 DYS | $1,000.00 | Y | |||
| MILESTONE ADJUSTMENTS | |||
| Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
| 01 | System Application of Disincentive Adj | 0007 | $-28,000.00 |
| 01 | System Application of Disincentive Adj | 0008 | $-16,000.00 |
| 01 | System Application of Disincentive Adj | 0009 | $-1,000.00 | Subtotals For Milestones | $-45,000.00 |
| Contract ID: | 100515 | Estimate Number: | 0018 | Primary JP: | 27054(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: SSP-116N(187)SS | Project: 27054(04) | Category: / | ||||||||
| Subtotals For Category / | $0.00 | $0.00 | ||||||||
| Fed/State Project Number: SSP-116N(187)SS | Project: 27054(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 1,500.000 | 1,500.000 | 1,500.000 | $12.95 | $0.00 | $19,425.00 | |
| 0002 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,000.000 | 1,000.000 | 0.000 | $1.65 | $0.00 | $0.00 | |
| 0003 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 11.000 | 11.000 | -10.000 | 10.000 | $183.75 | $-1,837.50 | $1,837.50 |
| 0004 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 1,000.000 | 1,000.000 | 0.000 | 168.000 | $6.85 | $0.00 | $1,150.80 |
| 0005 | SOLID SLAB SODDING | 230(A) 2806 | SY | 20,338.000 | 20,338.000 | 4,630.100 | 107,110.100 | $1.35 | $6,250.64 | $144,598.64 |
| 0006 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 40,599.000 | 40,599.000 | 0.080 | 11,132.230 | $1.20 | $0.10 | $13,358.68 |
| 0007 | PRIME COAT | 408 5774 | GAL | 96.000 | 96.000 | 0.000 | 90.000 | $4.20 | $0.00 | $378.00 |
| 0008 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 1,347.000 | 1,347.000 | 462.750 | 592.870 | $102.00 | $47,200.50 | $60,472.74 |
| 0009 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 77.000 | 77.000 | 139.240 | 139.240 | $122.00 | $16,987.28 | $16,987.28 |
| 0010 | COLD MILLING PAVEMENT | 412 5267 | SY | 29,920.000 | 29,920.000 | 28,242.220 | $1.65 | $0.00 | $46,599.66 | |
| 0011 | RUMBLE STRIP-METHOD PCC-CON | 413(C) 4868 | LF | 53,017.000 | 53,017.000 | 3.000 | 52,256.000 | $0.44 | $1.32 | $22,992.64 |
| 0012 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 40,599.000 | 40,599.000 | 39,456.000 | $5.50 | $0.00 | $217,008.01 | |
| 0013 | FULL DEPTH P.C. CONCRETE PATCHING(PLACEMENT ONLY) | 414(E) 0225 | SY | 8,498.000 | 8,498.000 | 378.470 | 9,005.350 | $50.00 | $18,923.50 | $450,267.50 |
| 0014 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 9,444.000 | 9,444.000 | 67.800 | 9,829.240 | $107.00 | $7,254.60 | $1,051,728.68 |
| 0015 | CONCRETE JOINT SEALING | 415 6300 | LF | 78,662.000 | 78,662.000 | 78,661.920 | $1.30 | $0.00 | $102,260.50 | |
| 0016 | DOWEL BAR RETROFIT | 416 0100 | EA | 23,889.000 | 23,889.000 | 19,362.000 | $26.50 | $0.00 | $513,093.00 | |
| 0017 | DIAMOND GRINDING CONCRETE PAVEMENT | 425 5195 | SY | 80,174.000 | 80,174.000 | 75,270.610 | $2.15 | $0.00 | $161,831.81 | |
| 0018 | CLASS AA CONCRETE | 509(A) 0319 | CY | 92.000 | 92.000 | -0.360 | 99.940 | $525.00 | $-189.00 | $52,468.50 |
| 0019 | EPOXY COATED REINFORCING STEEL | 511(B) 4269 | LB | 13,020.000 | 13,020.000 | 13,028.000 | $1.45 | $0.00 | $18,890.60 | |
| 0020 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 8,018.000 | 8,018.000 | 39.030 | 9,059.350 | $49.50 | $1,931.99 | $448,437.83 |
| 0021 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 11,680.000 | 11,680.000 | 13,413.830 | $3.80 | $0.00 | $50,972.55 | |
| 0022 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 528.000 | 528.000 | 3.000 | 682.000 | $3.15 | $9.45 | $2,148.30 |
| 0023 | SAWING PAVEMENT | 619(C) 0924 | LF | 5,013.000 | 5,013.000 | 3,736.000 | $3.50 | $0.00 | $13,076.00 | |
| 0024 | (PL)GUARDRAIL CURBING | 623 0100 | EA | 2.000 | 2.000 | 2.000 | $691.00 | $0.00 | $1,382.00 | |
| 0025 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 500.000 | 500.000 | 40.000 | 575.000 | $19.75 | $790.00 | $11,356.25 |
| 0026 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 2.000 | 2.000 | 3.000 | $2,310.00 | $0.00 | $6,930.00 | |
| 0027 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 2.000 | 2.000 | 1.000 | 3.000 | $1,470.00 | $1,470.00 | $4,410.00 |
| 0028 | REMOVAL OF CLASS C PAVEMENT MARKERS | 805(A) 8702 | EA | 300.000 | 300.000 | 330.000 | $15.65 | $0.00 | $5,164.50 | |
| 0029 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 14.000 | 14.000 | 0.000 | $8.40 | $0.00 | $0.00 | |
| Subtotals For Category 0100/ROADWAY | $98,792.88 | $3,439,226.97 | ||||||||
| Fed/State Project Number: SSP-116N(187)SS | Project: 27054(04) | Category: 0200/BRIDGE 'A' | ||||||||
| 0030 | CLSM BACKFILL | 501(G) 6309 | CY | 15.000 | 15.000 | -51.190 | 38.320 | $262.50 | $-13,437.38 | $10,059.00 |
| 0031 | MULTIPLE LAYER POLYMER CONCRETE OVERLAY | 505(C) 6075 | SY | 900.000 | 900.000 | 899.890 | $42.00 | $0.00 | $37,795.38 | |
| 0032 | CLASS AA CONCRETE | 509(A) 1326 | CY | 91.800 | 91.800 | -76.400 | 91.180 | $682.50 | $-52,143.00 | $62,230.36 |
| 0033 | CLASS C CONCRETE | 509(D) 1331 | CY | 10.000 | 10.000 | 0.000 | $918.75 | $0.00 | $0.00 | |
| 0034 | REINFORCING STEEL | 511(A) 1332 | LB | 12,900.000 | 12,900.000 | 1,153.050 | 12,888.000 | $1.05 | $1,210.70 | $13,532.40 |
| 0035 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 5,300.000 | 5,300.000 | 643.550 | 5,289.000 | $1.45 | $933.15 | $7,669.05 |
| 0036 | CLASS B BRIDGE DECK REPAIR | 513(B) 6019 | SY | 20.000 | 20.000 | -0.930 | 24.360 | $94.50 | $-87.89 | $2,302.03 |
| 0037 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | -0.500 | 1.000 | $15,855.00 | $-7,927.50 | $15,855.00 |
| 0038 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 2.000 | 2.000 | 2.000 | $1,470.00 | $0.00 | $2,940.00 | |
| 8000 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $5,124.17 | $0.00 | $5,124.17 | |
| 8010 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $10,533.68 | $0.00 | $10,533.68 | |
| 8020 | CLASS C BRIDGE DECK REPAIR | 513(C) 6020 | SY | 0.000 | 2.620 | 1.360 | 2.620 | $1,224.76 | $1,665.67 | $3,208.87 |
| Subtotals For Category 0200/BRIDGE 'A' | $-69,786.25 | $171,249.94 | ||||||||
| Fed/State Project Number: SSP-116N(187)SS | Project: 27054(04) | Category: 0201/BRIDGE 'B' | ||||||||
| 0039 | CLSM BACKFILL | 501(G) 6309 | CY | 15.000 | 15.000 | -54.170 | 60.800 | $262.50 | $-14,219.63 | $15,960.00 |
| 0040 | MULTIPLE LAYER POLYMER CONCRETE OVERLAY | 505(C) 6075 | SY | 900.000 | 900.000 | 899.890 | $42.00 | $0.00 | $37,795.38 | |
| 0041 | CLASS AA CONCRETE | 509(A) 1326 | CY | 91.700 | 91.700 | -17.020 | 78.490 | $682.50 | $-11,616.15 | $53,569.43 |
| 0042 | CLASS C CONCRETE | 509(D) 1331 | CY | 10.000 | 10.000 | 0.030 | 2.790 | $919.00 | $27.57 | $2,564.01 |
| 0043 | REINFORCING STEEL | 511(A) 1332 | LB | 12,880.000 | 12,880.000 | 835.240 | 12,873.000 | $1.05 | $877.00 | $13,516.65 |
| 0044 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 5,300.000 | 5,300.000 | 31.450 | 5,289.000 | $1.45 | $45.60 | $7,669.05 |
| 0045 | CLASS B BRIDGE DECK REPAIR | 513(B) 6019 | SY | 20.000 | 20.000 | -0.610 | 24.810 | $94.50 | $-57.65 | $2,344.55 |
| 0046 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $15,855.00 | $0.00 | $15,855.00 | |
| 0047 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 2.000 | 2.000 | 2.000 | $1,470.00 | $0.00 | $2,940.00 | |
| Subtotals For Category 0201/BRIDGE 'B' | $-24,943.26 | $152,214.07 | ||||||||
| Fed/State Project Number: SSP-116N(187)SS | Project: 27054(04) | Category: 0202/BRIDGE C | ||||||||
| Subtotals For Category 0202/BRIDGE C | $0.00 | $0.00 | ||||||||
| Fed/State Project Number: SSP-116N(187)SS | Project: 27054(04) | Category: 0300/TRAFFIC SIGNING | ||||||||
| 0048 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 1,197.780 | 1,197.780 | 349.520 | 1,499.520 | $12.60 | $4,403.95 | $18,893.95 |
| 0049 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 2,225.500 | 2,225.500 | 74.500 | 2,274.500 | $21.00 | $1,564.50 | $47,764.50 |
| 0050 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 105.000 | 105.000 | -15.580 | 84.420 | $16.80 | $-261.74 | $1,418.26 |
| 0051 | 6"@15 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3207 | LF | 539.800 | 539.800 | 16.000 | 536.000 | $20.00 | $320.00 | $10,720.00 |
| 0052 | 6"@20 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3208 | LF | 176.850 | 176.850 | -100.080 | 74.920 | $25.20 | $-2,522.02 | $1,887.98 |
| 0053 | 8"@31 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3210 | LF | 60.050 | 60.050 | -0.330 | 59.670 | $37.80 | $-12.47 | $2,255.53 |
| 0054 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 336.000 | 336.000 | -217.500 | 112.500 | $12.60 | $-2,740.50 | $1,417.50 |
| 0055 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 261.000 | 261.000 | -131.080 | 129.920 | $17.85 | $-2,339.78 | $2,319.07 |
| 0056 | 4"@10.79 GALV.STEEL PIPE POST | 851(B) 3220 | LF | 160.000 | 160.000 | -50.500 | 109.500 | $18.90 | $-954.45 | $2,069.55 |
| 0057 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 908.000 | 908.000 | -265.000 | 638.000 | $7.35 | $-1,947.75 | $4,689.30 |
| 0058 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 55,320.000 | 55,320.000 | 6,316.000 | 57,651.000 | $0.57 | $3,600.12 | $32,861.07 |
| 0059 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 17,160.000 | 17,160.000 | -984.000 | 15,818.000 | $0.74 | $-728.16 | $11,705.32 |
| 0060 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 3,200.000 | 3,200.000 | 10,224.000 | 13,608.000 | $0.95 | $9,712.80 | $12,927.60 |
| Subtotals For Category 0300/TRAFFIC SIGNING | $8,094.50 | $150,929.63 | ||||||||
| Fed/State Project Number: SSP-116N(187)SS | Project: 27054(04) | Category: 0301/TRAFFIC CONTROL | ||||||||
| 0061 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 15,000.000 | 15,000.000 | 0.000 | $0.42 | $0.00 | $0.00 | |
| 0062 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 180.000 | 180.000 | 367.000 | $52.50 | $0.00 | $19,267.50 | |
| 0063 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 825.000 | 825.000 | 922.000 | $23.10 | $0.00 | $21,298.20 | |
| 0064 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 825.000 | 825.000 | 864.000 | $6.30 | $0.00 | $5,443.20 | |
| 0065 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 360.000 | 360.000 | 4.000 | 323.000 | $2.10 | $8.40 | $678.30 |
| 0066 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 3,600.000 | 3,600.000 | 321.000 | 1,775.000 | $1.05 | $337.05 | $1,863.75 |
| 0067 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 2,160.000 | 2,160.000 | 535.000 | 2,737.000 | $2.10 | $1,123.50 | $5,747.70 |
| 0068 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 3,600.000 | 3,600.000 | 874.000 | 4,368.000 | $2.30 | $2,010.20 | $10,046.40 |
| 0069 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,880.000 | 2,880.000 | 164.000 | 1,634.000 | $0.05 | $8.20 | $81.70 |
| 0070 | WING BARRICADES | 880(C) 8848 | SD | 720.000 | 720.000 | 4.000 | 800.000 | $0.05 | $0.20 | $40.00 |
| 0071 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 9,360.000 | 9,360.000 | 679.000 | 4,815.000 | $0.05 | $33.95 | $240.75 |
| 0072 | DRUMS | 880(F) 8878 | SD | 5,400.000 | 5,400.000 | 1,034.000 | 7,180.000 | $0.32 | $330.88 | $2,297.60 |
| 0073 | CHANNELIZER CONES | 880(G) 8890 | SD | 21,600.000 | 21,600.000 | 7,277.000 | 53,820.000 | $0.32 | $2,328.64 | $17,222.40 |
| 0074 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 500.000 | 500.000 | 406.200 | $59.50 | $0.00 | $24,168.90 | |
| 0075 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 360.000 | 360.000 | -75.000 | 331.000 | $15.75 | $-1,181.25 | $5,213.25 |
| Subtotals For Category 0301/TRAFFIC CONTROL | $4,999.77 | $113,609.65 | ||||||||
| Fed/State Project Number: SSP-116N(187)SS | Project: 27054(04) | Category: 0304/CABLE BARRIER | ||||||||
| 0076 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 1,430.000 | 1,430.000 | 1,430.000 | $14.30 | $0.00 | $20,449.00 | |
| 0077 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 1,310.000 | 1,310.000 | 1,310.000 | $11.00 | $0.00 | $14,410.00 | |
| 0078 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 2,702.000 | 2,702.000 | 476.760 | 2,741.880 | $77.00 | $36,710.52 | $211,124.76 |
| 0079 | CLASS AA CONCRETE | 509(A) 0319 | CY | 157.000 | 157.000 | 155.760 | $157.50 | $0.00 | $24,532.20 | |
| 0080 | CLASS C CONCRETE | 509(D) 0325 | CY | 147.000 | 147.000 | 74.650 | $290.00 | $0.00 | $21,648.50 | |
| 0081 | INLET ADJUST TO GRADE | 612(C) 0645 | EA | 9.000 | 9.000 | 9.000 | $1,750.00 | $0.00 | $15,750.00 | |
| 0082 | REMOVAL OF CONCRETE DITCH LINER | 619(B) 5881 | LF | 3,994.000 | 3,994.000 | 4,744.000 | $4.70 | $0.00 | $22,296.80 | |
| 0083 | HIGH-TENSION CABLE BARRIER(TL-4) | 628(B) 5125 | LF | 13,683.000 | 13,683.000 | 13,673.000 | $10.60 | $0.00 | $144,933.80 | |
| 0084 | END ANCHORS | 628(C) 5110 | EA | 10.000 | 10.000 | 10.000 | $4,200.00 | $0.00 | $42,000.00 | |
| 0085 | CABLE BARRIER TENSION METER | 628(E) 5175 | EA | 1.000 | 1.000 | 1.000 | $3,150.00 | $0.00 | $3,150.00 | |
| Subtotals For Category 0304/CABLE BARRIER | $36,710.52 | $520,295.06 | ||||||||
| Fed/State Project Number: SSP-116N(187)SS | Project: 27054(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0086 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $2,800.00 | $0.00 | $2,800.00 | |
| 0087 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $195,000.00 | $0.00 | $195,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $197,800.00 | ||||||||
| Subtotals For Project SSP-116N(187)SS /27054(04) | $53,868.16 | $4,745,325.32 | ||||||||