Contract ID: | 100547 | Estimate Number: | 0036 | 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: | 11/01/2012 TO 11/30/2012 |
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: | 430.00 | |
Date NTP Issued: | 10/26/2010 | Completion Date: | Current Time Allowed: | 430.00 | |
General Liability Expires: | 09/01/2013 | Workman's Comp Expires: | 01/01/2013 | Percent Time Used: | 100.00 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $11,787,515.48 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $11,635,370.40 | Participating: | $11,270,038.53 | $11,114,642.05 | $155,396.48 | ||
Percent Complete: | 98.75 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $147,033.74 | Total Earnings: | $11,270,038.53 | $11,114,642.05 | $155,396.48 | ||
Unearned Balance: | $-5,111.34 | Stockpiled Materials: | $0.01 | $0.01 | $0.00 | ||
Gross Earnings: | $11,270,038.54 | $11,114,642.06 | $155,396.48 | ||||
Other Adjustments: | $370,443.20 | $370,443.20 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $11,640,481.74 | $11,485,085.26 | $155,396.48 |
Contract ID: | 100547 | Estimate Number: | 0036 | Primary JP: | 18850(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Adding Revised WMA Special Provision 708-22. | Approved | 07/31/2012 | 0.0 | $0.00 |
002 | Time extension due to additional work. | Approved | 09/10/2012 | 70.0 | $0.00 |
003 | Incentive Pay for Pavement Smoothness | Approved | 11/06/2012 | 0.0 | $152,145.08 |
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 | 0012 | $-77,550.00 |
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 | 0031 | $-4,259.03 |
18850(04) | 0020 | Moisture Barrier Membrane | Stockpiled Material Adjustment | 0024 | $-43,083.33 |
18850(04) | 0020 | Moisture Barrier Membrane | Stockpiled Material Adjustment | 0025 | $-38,775.00 |
18850(04) | 0020 | Moisture Barrier Membrane | Stockpiled Material Adjustment | 0026 | $-37,258.47 |
18850(04) | 0020 | Moisture Barrier Membrane | Stockpiled Material Adjustment | 0028 | $-86,349.81 |
18850(04) | 0020 | Moisture Barrier Membrane | Stockpiled Material Adjustment | 0030 | $-1,308.99 |
18850(04) | 0020 | Moisture Barrier Membrane | Stockpiled Material Adjustment | 0016 | $-2,178.00 | Subtotals For Stockpile Payments | $0.01 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0028 | --8.0 | $2,000.00 | $-16,000.00 |
System Application of Liquidated Damages | 0029 | --14 | $2,000.00 | $-28,000.00 |
System Application of Liquidated Damages | 0030 | --12 | $2,000.00 | $-24,000.00 |
System Application of Liquidated Damages | 0031 | --15 | $2,000.00 | $-30,000.00 |
System Application of Liquidated Damages | 0032 | --11 | $2,000.00 | $-22,000.00 |
System Application of Liquidated Damages | 0033 | -60.0 | $2,000.00 | $120,000.00 | Subtotals For Liquidated Damages | $0.00 |
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 |
18850(04) | 0017 | AGGREGATE BASE TYPE A | * Material Discrepancy Adjustments | 0026 | 507.20 | $-21.45 | $-10,879.44 |
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) | 0024 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0029 | 6,630.41 | $4.66 | $30,945.78 |
18850(04) | 0024 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0030 | 4,966.10 | $4.66 | $23,178.03 |
18850(04) | 0024 | SUPERPAVE, TYPE S3(PG 76-28 OK) | * HMA Deduction as per Sec. 411 | 0032 | -40.00 | $53.30 | $-2,132.00 |
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) | 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 | -20.00 | $43.65 | $-873.00 |
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 | -10.00 | $43.65 | $-436.50 |
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) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0027 | 3,376.27 | $4.66 | $15,757.90 |
18850(04) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0028 | 12,477.42 | $4.66 | $58,235.24 |
18850(04) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0029 | 3,724.26 | $4.66 | $17,382.05 |
18850(04) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0030 | 9,496.05 | $4.66 | $44,320.44 |
18850(04) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0032 | -10.00 | $43.65 | $-436.50 |
18850(04) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0032 | -100.00 | $43.65 | $-4,365.00 |
18850(04) | 0026 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0031 | 5,151.03 | $4.13 | $21,294.36 |
18850(04) | 0026 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0032 | 4,254.36 | $4.13 | $17,587.52 |
18850(04) | 0026 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0033 | 7,269.36 | $3.53 | $25,689.92 |
18850(04) | 0026 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0034 | 2,254.82 | $3.53 | $7,968.53 |
18850(04) | 0026 | SUPERPAVE, TYPE S4(PG 76-28 OK) | * HMA Deduction as per Sec. 411 | 0034 | -30.00 | $61.55 | $-1,846.50 |
18850(04) | 0027 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 73.90 | $2.81 | $207.96 |
18850(04) | 0027 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 18.64 | $2.81 | $52.45 |
18850(04) | 0027 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0031 | 3,106.19 | $4.13 | $12,840.99 |
18850(04) | 0027 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0032 | 286.31 | $4.13 | $1,183.61 |
18850(04) | 0027 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0033 | 720.23 | $3.53 | $2,545.29 |
18850(04) | 0027 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0034 | -60.00 | $50.10 | $-3,006.00 |
18850(04) | 0027 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0034 | 3,536.04 | $3.53 | $12,496.37 |
18850(04) | 0027 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0034 | -6.50 | $50.10 | $-325.65 | Subtotals For Line Item Adjustments | $370,443.20 | * = User applied Line Item Adjustments |
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: | 100547 | Estimate Number: | 0036 | 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 | 1.000 | $40,000.00 | $0.00 | $40,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 105,443.000 | 105,443.000 | 114,564.530 | $3.50 | $0.00 | $400,975.87 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 113,382.000 | 113,382.000 | 113,382.000 | $4.10 | $0.00 | $464,866.20 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $75,000.00 | $0.00 | $75,000.00 | |
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 | 574.000 | $10.00 | $0.00 | $5,740.00 | |
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 | 107,325.140 | 132,525.140 | $1.30 | $139,522.68 | $172,282.68 |
0011 | WATERING | 230(F) 2812 | KGAL | 11,945.000 | 11,945.000 | 149.000 | 159.000 | $5.10 | $759.90 | $810.90 |
0012 | SEEDING METHOD B | 232(B) 2814 | AC | 34.800 | 34.800 | 15.000 | $555.00 | $0.00 | $8,325.00 | |
0013 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 22.500 | 22.500 | 15.000 | $555.00 | $0.00 | $8,325.00 | |
0014 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 41.000 | 41.000 | 10.000 | 13.000 | $620.00 | $6,200.00 | $8,060.00 |
0015 | FERTILIZING (0-46-0) | 234(A) 4406 | TON | 5.000 | 5.000 | 4.990 | $680.00 | $0.00 | $3,393.20 | |
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 | 0.000 | 78,183.660 | $21.45 | $0.00 | $1,677,039.50 |
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 | 253,799.440 | $2.45 | $0.00 | $621,808.63 | |
0021 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 18,196.000 | 18,196.000 | 0.000 | 32,103.710 | $9.75 | $0.00 | $313,011.18 |
0022 | TACK COAT | 407(B) 0250 | GAL | 20,713.000 | 20,713.000 | 30,982.500 | $2.75 | $0.00 | $85,201.88 | |
0023 | PRIME COAT | 408 5774 | GAL | 31,271.000 | 31,271.000 | 29,103.750 | $4.65 | $0.00 | $135,332.45 | |
0024 | SUPERPAVE, TYPE S3(PG 76-28 OK) | 411(B) 5935 | TON | 25,473.000 | 25,473.000 | 24,795.080 | $53.30 | $0.00 | $1,321,577.76 | |
0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 55,992.000 | 55,992.000 | 55,149.820 | $43.65 | $0.00 | $2,407,289.64 | |
0026 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 16,982.000 | 16,982.000 | 18,929.570 | $61.55 | $0.00 | $1,165,115.04 | |
0027 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 6,368.000 | 6,368.000 | 7,741.310 | $50.10 | $0.00 | $387,839.62 | |
0028 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 93,400.000 | 93,400.000 | 101,022.000 | $0.13 | $0.00 | $13,132.86 | |
0029 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 602.000 | 602.000 | 1,041.100 | $10.00 | $0.00 | $10,411.00 | |
0030 | CLASS AA CONCRETE | 509(A) 0319 | CY | 188.000 | 188.000 | 476.600 | $440.00 | $0.00 | $209,704.00 | |
0031 | CLASS A CONCRETE | 509(B) 0321 | CY | 1,274.000 | 1,274.000 | 982.300 | $300.00 | $0.00 | $294,690.00 | |
0032 | CLASS A CONCRETE, SMALL STRUCTURES | 509(C) 0322 | CY | 38.000 | 38.000 | 33.800 | $550.00 | $0.00 | $18,590.00 | |
0033 | CLASS C CONCRETE | 509(D) 0325 | CY | 278.000 | 278.000 | 1.100 | $195.00 | $0.00 | $214.50 | |
0034 | REINFORCING STEEL | 511(A) 0332 | LB | 230,401.000 | 230,401.000 | 232,040.500 | $0.70 | $0.00 | $162,428.35 | |
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 | 4.000 | $1,201.00 | $0.00 | $4,804.00 | |
0038 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 1,242.000 | 1,242.000 | 1,288.000 | $34.80 | $0.00 | $44,822.40 | |
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 | 862.000 | $29.20 | $0.00 | $25,170.40 | |
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 | 26.000 | $635.00 | $0.00 | $16,510.00 | |
0046 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 4.000 | 4.000 | 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 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0051 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 15.000 | 15.000 | 23.000 | $500.00 | $0.00 | $11,500.00 | |
0052 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 102,976.000 | 102,976.000 | 104,000.190 | $1.00 | $0.00 | $104,000.19 | |
0053 | REMOVAL OF DRAINAGE INLETS | 619(B) 4741 | EA | 1.000 | 1.000 | 1.000 | $1,000.00 | $0.00 | $1,000.00 | |
0054 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 895.000 | 895.000 | 895.000 | $2.00 | $0.00 | $1,790.00 | |
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 | 4,791.000 | $3.40 | $0.00 | $16,289.40 | |
0057 | GATES-STYLE CLF (6'HIGH X 14'LONG) | 624(F) 5962 | EA | 7.000 | 7.000 | 1.000 | $825.00 | $0.00 | $825.00 | |
0058 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 5.000 | 5.000 | 0.000 | $25.40 | $0.00 | $0.00 | |
8000 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 0.000 | $152,145.08 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $146,482.58 | $10,279,305.25 | ||||||||
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 | 1,140.000 | $4.00 | $0.00 | $4,560.00 | |
0060 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 267.000 | 267.000 | 442.780 | $10.00 | $0.00 | $4,427.80 | |
0061 | CLASS AA CONCRETE | 509(A) 1326 | CY | 627.000 | 627.000 | 729.130 | $366.00 | $0.00 | $266,861.58 | |
0062 | REINFORCING STEEL | 511(A) 1332 | LB | 87,330.000 | 87,330.000 | 100,279.170 | $0.73 | $0.00 | $73,203.79 | |
0063 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 44.000 | 44.000 | 44.000 | $26.00 | $0.00 | $1,144.00 | |
0064 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 50.000 | 50.000 | 30.000 | $26.00 | $0.00 | $780.00 | |
0065 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $3,000.00 | $0.00 | $3,000.00 | |
Subtotals For Category 0200/BRIDGE 'E' | $0.00 | $353,977.17 | ||||||||
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 | 1.000 | $55.00 | $0.00 | $55.00 | |
0069 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 428.000 | 428.000 | 115.450 | 423.860 | $22.00 | $2,539.90 | $9,324.92 |
0070 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 126.000 | 126.000 | 94.000 | 94.000 | $23.00 | $2,162.00 | $2,162.00 |
0071 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 245.000 | 245.000 | 84.000 | 224.000 | $15.25 | $1,281.00 | $3,416.00 |
0072 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 576.000 | 576.000 | 84.000 | 560.000 | $15.25 | $1,281.00 | $8,540.00 |
0073 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 119,193.000 | 119,193.000 | 137,103.000 | $0.38 | $0.00 | $52,099.14 | |
0074 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 1,000.000 | 1,000.000 | 0.000 | 113,088.000 | $1.00 | $0.00 | $113,088.00 |
0075 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 857(C) 8851 | LF | 105,000.000 | 105,000.000 | 10,786.000 | $1.00 | $0.00 | $10,786.00 | |
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 | 0.000 | 17,552.000 | $1.50 | $0.00 | $26,328.00 |
0078 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 45,000.000 | 45,000.000 | 18,942.000 | $0.03 | $0.00 | $568.26 | |
0079 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 30,000.000 | 30,000.000 | 22,489.000 | $0.03 | $0.00 | $674.67 | |
0080 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 27,000.000 | 27,000.000 | 15,791.000 | $0.03 | $0.00 | $473.73 | |
0081 | CONSTRUCTION BARRICADES(TYPE I) | 880(C) 8830 | SD | 2,500.000 | 2,500.000 | 3,167.000 | $0.25 | $0.00 | $791.75 | |
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 | 16,064.000 | $0.25 | $0.00 | $4,016.00 | |
0084 | WING BARRICADES | 880(C) 8848 | SD | 12,000.000 | 12,000.000 | 2,242.000 | $0.05 | $0.00 | $112.10 | |
0085 | VERTICAL PANELS | 880(D) 8854 | SD | 15,000.000 | 15,000.000 | 17,583.000 | $0.35 | $0.00 | $6,154.05 | |
0086 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 69,000.000 | 69,000.000 | 29,231.000 | $0.03 | $0.00 | $876.93 | |
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 | 71,142.000 | $0.18 | $0.00 | $12,805.56 | |
Subtotals For Category 0300/TRAFFIC | $7,263.90 | $255,256.11 | ||||||||
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 | 1.000 | $92,285.00 | $0.00 | $92,285.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $92,285.00 | ||||||||
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 | 1.000 | $6,600.00 | $1,650.00 | $6,600.00 |
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 | $1,650.00 | $289,215.00 | ||||||||
Subtotals For Project NHY-022N(071) /18850(04) | $155,396.48 | $11,270,038.53 |