| Contract ID: | 100547 | Estimate Number: | 0018 | Contract No: | 610627 | |||
| Residency: | ANTLERS (02100) | Estimate Type: | Progressive | Account No: | 400200 | |||
| Project Number(s): | NHY-022N(071) | ||||||||||||
| Primary Job Piece No: | 18850(04) | ||||||||||||
| Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE US-70: FROM THE SH-147 JUNCTION, EXTEND EAST. PROJECT LENGTH = 5.285 MILES | ||||||||||||
| Primary County: | CHOCTAW | ||||||||||||
| Name of Road: | US-70 | ||||||||||||
| Prime Contractor: | THE CUMMINS CONSTRUCTION CO., INC. | ||||||||||||
| P. O. BOX 748 | |||||||||||||
| ENID , OK 73702 | |||||||||||||
| Surety Company: | HARTFORD ACCIDENT & INDEMNITY COMPANY | ||||||||||||
| Date Let: | 09/16/2010 | NTP Effective Date: | 02/07/2011 | Pay Period: | 12/01/2011 TO 12/31/2011 |
| Date Awarded: | 10/04/2010 | Date Work Began: | 02/07/2011 | Original Contract Time: | 360 |
| Date Contract Executed: | 10/21/2010 | Date Time Stopped: | Current Time Charged: | 276.00 | |
| Date NTP Issued: | 10/26/2010 | Completion Date: | Current Time Allowed: | 360.00 | |
| General Liability Expires: | 09/01/2012 | Workman's Comp Expires: | 01/01/2012 | Percent Time Used: | 76.67 % |
| Specification Year: | 2009 | Date Approved: | |||
| Current Contract Amount: | $11,635,370.40 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $11,635,370.40 | Participating: | $5,275,780.34 | $4,853,427.34 | $422,353.00 | ||
| Percent Complete: | 48.03 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $6,046,599.61 | Total Earnings: | $5,275,780.34 | $4,853,427.34 | $422,353.00 | ||
| Unearned Balance: | $6,046,599.61 | Stockpiled Materials: | $211,034.64 | $211,034.64 | $0.00 | ||
| Gross Earnings: | $5,486,814.98 | $5,064,461.98 | $422,353.00 | ||||
| Other Adjustments: | $101,955.81 | $81,751.03 | $20,204.78 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $5,588,770.79 | $5,146,213.01 | $442,557.78 | ||||
| Contract ID: | 100547 | Estimate Number: | 0018 | Primary JP: | 18850(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| No change orders have been created for this contract. | |||||
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 18850(04) | 0020 | Moisture Barrier Membrane | Stockpiled Material Initial Payment | 0001 | $417,953.25 |
| 18850(04) | 0020 | Moisture Barrier Membrane | Stockpiled Material Adjustment | 0011 | $-20,886.81 |
| 18850(04) | 0020 | Moisture Barrier Membrane | Stockpiled Material Adjustment | 0016 | $-2,178.00 |
| 18850(04) | 0020 | Moisture Barrier Membrane | Stockpiled Material Adjustment | 0013 | $-20,679.99 |
| 18850(04) | 0020 | Moisture Barrier Membrane | Stockpiled Material Adjustment | 0015 | $-85,623.81 |
| 18850(04) | 0020 | Moisture Barrier Membrane | Stockpiled Material Adjustment | 0012 | $-77,550.00 | Subtotals For Stockpile Payments | $211,034.64 |
| 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 |
| 18850(04) | 0024 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0015 | 3,983.34 | $3.19 | $12,735.73 |
| 18850(04) | 0024 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0016 | 4,004.52 | $2.46 | $9,860.13 |
| 18850(04) | 0024 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0018 | 5,210.71 | $2.46 | $12,830.07 |
| 18850(04) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 6,474.27 | $3.40 | $22,059.46 |
| 18850(04) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0015 | -10.00 | $43.65 | $-436.50 |
| 18850(04) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0015 | -90.00 | $43.65 | $-3,928.50 |
| 18850(04) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0015 | -20.00 | $43.65 | $-873.00 |
| 18850(04) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 7,621.13 | $3.19 | $24,366.66 |
| 18850(04) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0015 | -100.00 | $43.65 | $-4,365.00 |
| 18850(04) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 4,568.86 | $2.46 | $11,249.68 |
| 18850(04) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 4,500.91 | $2.46 | $11,082.37 |
| 18850(04) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 2,910.65 | $2.46 | $7,166.75 |
| 18850(04) | 0027 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 73.90 | $2.81 | $207.96 | Subtotals For Line Item Adjustments | $101,955.81 | * = User applied Line Item Adjustments |
| MILESTONE ADJUSTMENTS | |||||||||
| Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
| No milestones exist for this contract. | |||||||||
| Contract ID: | 100547 | Estimate Number: | 0018 | Primary JP: | 18850(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: NHY-022N(071) | Project: 18850(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 0.600 | $40,000.00 | $0.00 | $24,000.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 105,443.000 | 105,443.000 | 75,907.780 | $3.50 | $0.00 | $265,677.23 | |
| 0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 113,382.000 | 113,382.000 | 105,060.000 | $4.10 | $0.00 | $430,746.00 | |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.000 | 0.500 | $75,000.00 | $0.00 | $37,500.00 |
| 0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 19,633.000 | 19,633.000 | 2,383.000 | $2.90 | $0.00 | $6,910.70 | |
| 0006 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 4.000 | 4.000 | 0.000 | $298.00 | $0.00 | $0.00 | |
| 0007 | TEMPORARY SEDIMENT BASIN | 221(E) 2804 | EA | 1.000 | 1.000 | 0.000 | $478.00 | $0.00 | $0.00 | |
| 0008 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 4,478.000 | 4,478.000 | 70.000 | 518.000 | $10.00 | $700.00 | $5,180.00 |
| 0009 | DITCH LINER PROTECTION | 229 4318 | LF | 2,383.000 | 2,383.000 | 0.000 | $1.55 | $0.00 | $0.00 | |
| 0010 | SOLID SLAB SODDING | 230(A) 2806 | SY | 298,622.000 | 298,622.000 | 0.000 | $1.30 | $0.00 | $0.00 | |
| 0011 | WATERING | 230(F) 2812 | KGAL | 11,945.000 | 11,945.000 | 0.000 | $5.10 | $0.00 | $0.00 | |
| 0012 | SEEDING METHOD B | 232(B) 2814 | AC | 34.800 | 34.800 | 0.000 | $555.00 | $0.00 | $0.00 | |
| 0013 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 22.500 | 22.500 | 0.000 | $555.00 | $0.00 | $0.00 | |
| 0014 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 41.000 | 41.000 | 0.000 | $620.00 | $0.00 | $0.00 | |
| 0015 | FERTILIZING (0-46-0) | 234(A) 4406 | TON | 5.000 | 5.000 | 0.000 | $680.00 | $0.00 | $0.00 | |
| 0016 | MOWING | 241 2832 | AC | 84.200 | 84.200 | 0.000 | $69.00 | $0.00 | $0.00 | |
| 0017 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 49,244.000 | 49,244.000 | 37,409.350 | $21.45 | $0.00 | $802,430.55 | |
| 0018 | LIME | 307(D) 4230 | TON | 4,081.000 | 4,081.000 | 0.000 | $130.65 | $0.00 | $0.00 | |
| 0019 | LIME STABILIZED SUBGRADE | 307(H) 4270 | SY | 226,871.000 | 226,871.000 | 0.000 | $1.16 | $0.00 | $0.00 | |
| 0020 | MOISTURE BARRIER MEMBRANE | 325 5280 | SY | 290,164.000 | 290,164.000 | 125,405.220 | $2.45 | $0.00 | $307,242.79 | |
| 0021 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 18,196.000 | 18,196.000 | 12,497.670 | $9.75 | $0.00 | $121,852.29 | |
| 0022 | TACK COAT | 407(B) 0250 | GAL | 20,713.000 | 20,713.000 | 3,810.000 | 9,312.500 | $2.75 | $10,477.50 | $25,609.38 |
| 0023 | PRIME COAT | 408 5774 | GAL | 31,271.000 | 31,271.000 | 14,170.000 | $4.65 | $0.00 | $65,890.51 | |
| 0024 | SUPERPAVE, TYPE S3(PG 76-28 OK) | 411(B) 5935 | TON | 25,473.000 | 25,473.000 | 5,210.710 | 13,198.570 | $53.30 | $277,730.84 | $703,483.78 |
| 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 55,992.000 | 55,992.000 | 2,910.650 | 26,075.820 | $43.65 | $127,049.87 | $1,138,209.54 |
| 0026 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 16,982.000 | 16,982.000 | 0.000 | $61.55 | $0.00 | $0.00 | |
| 0027 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 6,368.000 | 6,368.000 | 73.900 | 73.900 | $50.10 | $3,702.39 | $3,702.39 |
| 0028 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 93,400.000 | 93,400.000 | 0.000 | $0.13 | $0.00 | $0.00 | |
| 0029 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 602.000 | 602.000 | 967.100 | $10.00 | $0.00 | $9,671.00 | |
| 0030 | CLASS AA CONCRETE | 509(A) 0319 | CY | 188.000 | 188.000 | 435.700 | $440.00 | $0.00 | $191,708.00 | |
| 0031 | CLASS A CONCRETE | 509(B) 0321 | CY | 1,274.000 | 1,274.000 | 3.200 | 897.700 | $300.00 | $960.00 | $269,310.00 |
| 0032 | CLASS A CONCRETE, SMALL STRUCTURES | 509(C) 0322 | CY | 38.000 | 38.000 | 0.000 | 8.000 | $550.00 | $0.00 | $4,400.00 |
| 0033 | CLASS C CONCRETE | 509(D) 0325 | CY | 278.000 | 278.000 | 0.000 | $195.00 | $0.00 | $0.00 | |
| 0034 | REINFORCING STEEL | 511(A) 0332 | LB | 230,401.000 | 230,401.000 | 240.000 | 210,778.200 | $0.70 | $168.00 | $147,544.74 |
| 0035 | TYPE I-A PLAIN RIPRAP | 601(B) 0536 | TON | 1,160.000 | 1,160.000 | 0.000 | $37.20 | $0.00 | $0.00 | |
| 0036 | TYPE I-A FILTER BLANKET | 601(C) 0538 | TON | 387.000 | 387.000 | 0.000 | $27.25 | $0.00 | $0.00 | |
| 0037 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 4.000 | 4.000 | 0.000 | 2.000 | $1,201.00 | $0.00 | $2,402.00 |
| 0038 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 1,242.000 | 1,242.000 | 1,132.000 | $34.80 | $0.00 | $39,393.60 | |
| 0039 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 462.000 | 462.000 | 148.000 | $28.35 | $0.00 | $4,195.80 | |
| 0040 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(B) 4527 | LF | 575.000 | 575.000 | 710.000 | $29.20 | $0.00 | $20,732.00 | |
| 0041 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(B) 4528 | LF | 84.000 | 84.000 | 125.000 | $32.40 | $0.00 | $4,050.00 | |
| 0042 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 100.000 | 100.000 | 0.000 | $26.00 | $0.00 | $0.00 | |
| 0043 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1096 | LF | 100.000 | 100.000 | 0.000 | $26.00 | $0.00 | $0.00 | |
| 0044 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 21.000 | 21.000 | 21.000 | $455.00 | $0.00 | $9,555.00 | |
| 0045 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 30.000 | 30.000 | 0.000 | 22.000 | $635.00 | $0.00 | $13,970.00 |
| 0046 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 4.000 | 4.000 | 0.000 | 4.000 | $750.00 | $0.00 | $3,000.00 |
| 0047 | STANDARD BEDDING MATERIAL, CLASS A | 613(R) 1185 | CY | 338.000 | 338.000 | 307.900 | $21.00 | $0.00 | $6,465.90 | |
| 0048 | PIPE UNDERDRAIN COVER MAT'L. | 613(U) 1100 | CY | 100.000 | 100.000 | 0.000 | $28.00 | $0.00 | $0.00 | |
| 0049 | TRENCH EXCAVATION | 613(V) 1180 | CY | 118.000 | 118.000 | 281.400 | $8.00 | $0.00 | $2,251.20 | |
| 0050 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.500 | $5,000.00 | $0.00 | $2,500.00 | |
| 0051 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 15.000 | 15.000 | 14.000 | $500.00 | $0.00 | $7,000.00 | |
| 0052 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 102,976.000 | 102,976.000 | 7,712.110 | $1.00 | $0.00 | $7,712.11 | |
| 0053 | REMOVAL OF DRAINAGE INLETS | 619(B) 4741 | EA | 1.000 | 1.000 | 0.000 | $1,000.00 | $0.00 | $0.00 | |
| 0054 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 895.000 | 895.000 | 0.000 | $2.00 | $0.00 | $0.00 | |
| 0055 | SAWING PAVEMENT | 619(C) 0924 | LF | 228.000 | 228.000 | 0.000 | $6.00 | $0.00 | $0.00 | |
| 0056 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 6,500.000 | 6,500.000 | 0.000 | $3.40 | $0.00 | $0.00 | |
| 0057 | GATES-STYLE CLF (6'HIGH X 14'LONG) | 624(F) 5962 | EA | 7.000 | 7.000 | 0.000 | $825.00 | $0.00 | $0.00 | |
| 0058 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 5.000 | 5.000 | 0.000 | $25.40 | $0.00 | $0.00 | |
| Subtotals For Category 0100/ROADWAY | $420,788.60 | $4,684,296.51 | ||||||||
| Fed/State Project Number: NHY-022N(071) | Project: 18850(04) | Category: 0200/BRIDGE 'E' | ||||||||
| 0059 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 1,140.000 | 1,140.000 | 570.000 | $4.00 | $0.00 | $2,280.00 | |
| 0060 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 267.000 | 267.000 | 367.980 | $10.00 | $0.00 | $3,679.80 | |
| 0061 | CLASS AA CONCRETE | 509(A) 1326 | CY | 627.000 | 627.000 | 474.140 | $366.00 | $0.00 | $173,535.24 | |
| 0062 | REINFORCING STEEL | 511(A) 1332 | LB | 87,330.000 | 87,330.000 | 66,927.170 | $0.73 | $0.00 | $48,856.83 | |
| 0063 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 44.000 | 44.000 | 0.000 | $26.00 | $0.00 | $0.00 | |
| 0064 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 50.000 | 50.000 | 0.000 | $26.00 | $0.00 | $0.00 | |
| 0065 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 0.500 | $3,000.00 | $0.00 | $1,500.00 | |
| Subtotals For Category 0200/BRIDGE 'E' | $0.00 | $229,851.87 | ||||||||
| Fed/State Project Number: NHY-022N(071) | Project: 18850(04) | Category: 0300/TRAFFIC | ||||||||
| 0066 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 1.000 | 1.000 | 0.000 | $250.00 | $0.00 | $0.00 | |
| 0067 | REINFORCING STEEL | 804(B) 2916 | LB | 48.000 | 48.000 | 0.000 | $2.00 | $0.00 | $0.00 | |
| 0068 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8722 | LSUM | 1.000 | 1.000 | 0.000 | $55.00 | $0.00 | $0.00 | |
| 0069 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 428.000 | 428.000 | 0.000 | $22.00 | $0.00 | $0.00 | |
| 0070 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 126.000 | 126.000 | 0.000 | $23.00 | $0.00 | $0.00 | |
| 0071 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 245.000 | 245.000 | 0.000 | $15.25 | $0.00 | $0.00 | |
| 0072 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 576.000 | 576.000 | 0.000 | $15.25 | $0.00 | $0.00 | |
| 0073 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 119,193.000 | 119,193.000 | 0.000 | $0.38 | $0.00 | $0.00 | |
| 0074 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 1,000.000 | 1,000.000 | 5,942.000 | $1.00 | $0.00 | $5,942.00 | |
| 0075 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 857(C) 8851 | LF | 105,000.000 | 105,000.000 | 3,569.000 | $1.00 | $0.00 | $3,569.00 | |
| 0076 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 1,600.000 | 1,600.000 | 1,492.000 | $2.00 | $0.00 | $2,984.00 | |
| 0077 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 1,000.000 | 1,000.000 | 2,711.000 | $1.50 | $0.00 | $4,066.50 | |
| 0078 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 45,000.000 | 45,000.000 | 1,100.000 | 9,609.000 | $0.03 | $33.00 | $288.27 |
| 0079 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 30,000.000 | 30,000.000 | 1,798.000 | 10,061.000 | $0.03 | $53.94 | $301.83 |
| 0080 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 27,000.000 | 27,000.000 | 1,054.000 | 8,845.000 | $0.03 | $31.62 | $265.35 |
| 0081 | CONSTRUCTION BARRICADES(TYPE I) | 880(C) 8830 | SD | 2,500.000 | 2,500.000 | 186.000 | 1,666.000 | $0.25 | $46.50 | $416.50 |
| 0082 | CONSTRUCTION BARRICADES(TYPE II) | 880(C) 8836 | SD | 6,000.000 | 6,000.000 | 0.000 | $0.25 | $0.00 | $0.00 | |
| 0083 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 18,000.000 | 18,000.000 | 1,364.000 | 6,456.000 | $0.25 | $341.00 | $1,614.00 |
| 0084 | WING BARRICADES | 880(C) 8848 | SD | 12,000.000 | 12,000.000 | 124.000 | 1,146.000 | $0.05 | $6.20 | $57.30 |
| 0085 | VERTICAL PANELS | 880(D) 8854 | SD | 15,000.000 | 15,000.000 | 434.000 | 14,982.000 | $0.35 | $151.90 | $5,243.70 |
| 0086 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 69,000.000 | 69,000.000 | 2,108.000 | 15,197.000 | $0.03 | $63.24 | $455.91 |
| 0087 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 97,500.000 | 97,500.000 | 0.000 | $0.03 | $0.00 | $0.00 | |
| 0088 | DRUMS | 880(F) 8878 | SD | 90,000.000 | 90,000.000 | 4,650.000 | 33,445.000 | $0.18 | $837.00 | $6,020.10 |
| Subtotals For Category 0300/TRAFFIC | $1,564.40 | $31,224.46 | ||||||||
| Fed/State Project Number: NHY-022N(071) | Project: 18850(04) | Category: 0600/STAKING | ||||||||
| 0089 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.500 | $92,285.00 | $0.00 | $46,142.50 | |
| Subtotals For Category 0600/STAKING | $0.00 | $46,142.50 | ||||||||
| Fed/State Project Number: NHY-022N(071) | Project: 18850(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0090 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | $6,600.00 | $0.00 | $1,650.00 | |
| 0091 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $7,615.00 | $0.00 | $7,615.00 | |
| 0092 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $275,000.00 | $0.00 | $275,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $284,265.00 | ||||||||
| Subtotals For Project NHY-022N(071) /18850(04) | $422,353.00 | $5,275,780.34 | ||||||||