Contract ID: | 110291 | Estimate Number: | 0032 | Contract No: | 710133 | |||
Residency: | WEWOKA (03300) | Estimate Type: | Progressive | Account No: | 400300 | |||
Project Number(s): | STPY-132B(071) | ||||||||||||
Primary Job Piece No: | 20973(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE US-75: FROM GRAND AVENUE IN THE CITY OF WETUMKA, EXTEND NORTHEAST. PROJECT LENGTH = 2.727 MILES. | ||||||||||||
Primary County: | HUGHES | ||||||||||||
Name of Road: | US-75 | ||||||||||||
Prime Contractor: | SEWELL BROS., INC. | ||||||||||||
1220 E. MAIN | |||||||||||||
CORDELL , OK 73632 | |||||||||||||
Surety Company: | WESTFIELD INSURANCE COMPANY | ||||||||||||
Date Let: | 06/16/2011 | NTP Effective Date: | 11/07/2011 | Pay Period: | 04/01/2014 TO 07/31/2014 |
Date Awarded: | 07/11/2011 | Date Work Began: | 08/15/2011 | Original Contract Time: | 330 |
Date Contract Executed: | 07/22/2011 | Date Time Stopped: | 12/03/2012 | Current Time Charged: | 300.00 |
Date NTP Issued: | 07/29/2011 | Completion Date: | 12/03/2012 | Current Time Allowed: | 330.00 |
General Liability Expires: | 07/01/2015 | Workman's Comp Expires: | 07/01/2015 | Percent Time Used: | 90.91 % |
Specification Year: | 2009 | Date Approved: | |||
Bid Amount: | $8,521,068.29 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $8,645,970.02 | Participating: | $7,948,562.64 | $7,949,432.16 | $-869.52 | ||
Percent Complete: | 91.71 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $716,324.33 | Total Earnings: | $7,948,562.64 | $7,949,432.16 | $-869.52 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $7,948,562.64 | $7,949,432.16 | $-869.52 | ||||
Other Adjustments: | $101,083.05 | $99,528.34 | $1,554.71 | ||||
Liq Dam/Disincentive: | $-120,000.00 | $-120,000.00 | $0.00 | ||||
TOTAL: | $7,929,645.69 | $7,928,960.50 | $685.19 |
Contract ID: | 110291 | Estimate Number: | 0032 | Primary JP: | 20973(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Adding three new pay items to the contract. | Approved | 01/10/2012 | 0.0 | $77,951.56 |
002 | Adding Concrete Slope Wall to the contract. | Approved | 03/05/2012 | 0.0 | $-65,580.25 |
003 | Add Smoothness to the Contract | Approved | 05/22/2012 | 0.0 | $0.00 |
004 | Increase C Time and add two pay items | Approved | 12/04/2012 | 48.0 | $11,945.00 |
005 | Add Smoothness Bonus | Approved | 08/13/2013 | 0.0 | $35,005.17 |
006 | Unclassified Excavation | Approved | 08/28/2013 | 0.0 | $0.00 |
007 | Trackless Tack Coat | Approved | 02/25/2014 | 0.0 | $0.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20973(04) | 0023 | Stockpiled Material Closure | 0031 | $-0.01 | |
20973(04) | 0023 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0008 | $53,295.00 |
20973(04) | 0023 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0010 | $-9,434.93 |
20973(04) | 0023 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0008 | $-12,413.84 |
20973(04) | 0023 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0009 | $-31,446.22 | 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 |
Milstone Adjust. (C/O) | 0029 | $120,000.00 | Subtotals For Contract Adjustments | $120,000.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
20973(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0004 | 30,030.00 | $-0.01 | $-338.74 |
20973(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0005 | 15,008.00 | $-0.01 | $-169.29 |
20973(04) | 0027 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0012 | 217.01 | $-0.13 | $-29.85 |
20973(04) | 0027 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0013 | 4,745.15 | $-0.13 | $-652.70 |
20973(04) | 0027 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0014 | 621.84 | $-0.13 | $-85.53 |
20973(04) | 0027 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0021 | 454.91 | $0.55 | $253.64 |
20973(04) | 0027 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0022 | 97.44 | $0.55 | $54.33 |
20973(04) | 0027 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0031 | 19.56 | $-0.55 | $-10.91 |
20973(04) | 0027 | SUPERPAVE, TYPE S3(PG 70-28 OK) | * QAQC | 0032 | 0.00 | $0.00 | $-332.00 |
20973(04) | 0028 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 3,984.87 | $-0.24 | $-966.53 |
20973(04) | 0028 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 1,568.20 | $-0.13 | $-215.71 |
20973(04) | 0028 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 4,147.90 | $-0.13 | $-570.54 |
20973(04) | 0028 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 2,407.88 | $-0.13 | $-331.20 |
20973(04) | 0028 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 118.91 | $-0.13 | $-16.36 |
20973(04) | 0028 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 1,201.41 | $0.55 | $669.85 |
20973(04) | 0028 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 1,091.07 | $0.55 | $608.33 |
20973(04) | 0028 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 401.59 | $0.55 | $223.91 |
20973(04) | 0028 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * QAQC | 0031 | 0.00 | $0.00 | $-11,172.73 |
20973(04) | 0028 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0031 | -28.26 | $-0.55 | $15.76 |
20973(04) | 0028 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * QAQC | 0032 | 0.00 | $0.00 | $11,172.73 |
20973(04) | 0028 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * QAQC | 0032 | 0.00 | $0.00 | $-9,286.02 |
20973(04) | 0029 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0014 | 2,518.94 | $-0.15 | $-395.98 |
20973(04) | 0029 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0015 | 163.69 | $-0.15 | $-25.73 |
20973(04) | 0029 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0022 | 1,303.20 | $0.63 | $830.40 |
20973(04) | 0029 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0023 | 187.99 | $0.63 | $119.79 |
20973(04) | 0029 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * QAQC | 0031 | 0.00 | $0.00 | $-35.29 |
20973(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 395.57 | $-0.15 | $-62.18 |
20973(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 1,959.78 | $-0.15 | $-308.08 |
20973(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 155.81 | $0.63 | $99.28 |
20973(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 2,005.22 | $0.63 | $1,277.73 |
20973(04) | 0031 | SUPERPAVE, TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 789.17 | $0.70 | $555.24 |
20973(04) | 0036 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0003 | 0.00 | $0.00 | $-1,701.00 |
20973(04) | 0036 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0003 | 0.00 | $0.00 | $-1,472.00 |
20973(04) | 0036 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0012 | 0.00 | $0.00 | $1,701.00 |
20973(04) | 0036 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0012 | 0.00 | $0.00 | $1,472.00 |
20973(04) | 0036 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0031 | 0.00 | $0.00 | $-3,057.55 |
20973(04) | 0036 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0031 | 0.00 | $0.00 | $-2,774.72 |
20973(04) | 0111 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0001 | 3,100.00 | $0.00 | $0.53 |
20973(04) | 0111 | UNCLASSIFIED EXCAVATION | * Fuel Price Adjustment | 0002 | 0.00 | $0.00 | $53.04 |
20973(04) | 0113 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0003 | 0.00 | $0.00 | $-2,231.25 |
20973(04) | 0113 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0012 | 0.00 | $0.00 | $2,231.25 |
20973(04) | 0113 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0031 | 0.00 | $0.00 | $-4,083.19 |
20973(04) | 0115 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0001 | 2,275.00 | $0.00 | $0.39 |
20973(04) | 0115 | UNCLASSIFIED EXCAVATION | * Fuel Price Adjustment | 0002 | 0.00 | $0.00 | $38.53 |
20973(04) | 0115 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0018 | 1,000.00 | $0.01 | $14.28 |
20973(04) | 8003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0010 | 10,000.00 | $-0.02 | $-292.80 |
20973(04) | 8003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0016 | 6,976.54 | $0.04 | $308.92 | Subtotals For Line Item Adjustments | $-18,916.95 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | Incentive/Disincentive Part 1 | 08/15/2011 | 03/27/2012 | 225.00 DYS | $3,000.00 | Y | |||
02 | Incentive/Disincentive Part 2 | 03/28/2012 | 07/29/2012 | 123.00 DYS | $2,500.00 | Y |
MILESTONE ADJUSTMENTS | |||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
02 | System Application of Disincentive Adj | 0019 | $-2,500.00 |
02 | System Application of Disincentive Adj | 0020 | $-2,500.00 |
02 | System Application of Disincentive Adj | 0021 | $-42,500.00 |
02 | System Application of Disincentive Adj | 0022 | $-37,500.00 |
02 | System Application of Disincentive Adj | 0023 | $-35,000.00 | Subtotals For Milestones | $-120,000.00 |
Contract ID: | 110291 | Estimate Number: | 0032 | Primary JP: | 20973(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: STPY-132B(071) | Project: 20973(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $50,000.00 | $0.00 | $50,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 116,752.000 | 116,752.000 | 116,752.000 | $3.35 | $0.00 | $391,119.20 | |
0003 | (SP) DYNAMIC COMPACTION | 202(J) 5200 | KTFT | 11,000.000 | 0.000 | 0.000 | $16.50 | $0.00 | $0.00 | |
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 SLOPE DRAINS | 221(A) 2800 | LF | 450.000 | 450.000 | 0.000 | $22.00 | $0.00 | $0.00 | |
0006 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 31,980.000 | 31,980.000 | 15,416.000 | $1.10 | $0.00 | $16,957.60 | |
0007 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 131.000 | 131.000 | 0.000 | $165.00 | $0.00 | $0.00 | |
0008 | TEMPORARY SEDIMENT BASIN | 221(E) 2804 | EA | 2.000 | 2.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
0009 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 6,220.000 | 6,220.000 | 294.000 | $5.15 | $0.00 | $1,514.10 | |
0010 | DITCH LINER PROTECTION | 229 4318 | LF | 1,863.000 | 1,863.000 | 3,953.000 | $1.25 | $0.00 | $4,941.25 | |
0011 | SOLID SLAB SODDING | 230(A) 2806 | SY | 59,332.000 | 59,332.000 | 170,998.840 | $1.07 | $0.00 | $182,968.76 | |
0012 | WATERING | 230(F) 2812 | KGAL | 3,825.000 | 3,825.000 | 1,315.000 | $5.50 | $0.00 | $7,232.50 | |
0013 | SEEDING METHOD B | 232(B) 2814 | AC | 25.050 | 25.050 | 0.000 | $354.00 | $0.00 | $0.00 | |
0014 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 62.350 | 62.350 | 27.230 | $242.00 | $0.00 | $6,589.66 | |
0015 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 7.810 | 7.810 | 16.050 | $650.00 | $0.00 | $10,432.50 | |
0016 | FERTILIZING (0-46-0) | 234(A) 4406 | TON | 4.540 | 4.540 | 3.650 | $500.00 | $0.00 | $1,825.00 | |
0017 | AGGREGATE BASE TYPE B | 303(B) 2110 | CY | 29,822.000 | 29,822.000 | 16,634.380 | $41.00 | $0.00 | $682,009.58 | |
0018 | FLY ASH | 307(A) 4200 | TON | 3,196.000 | 3,196.000 | 3,293.130 | $55.00 | $0.00 | $181,122.15 | |
0019 | LIME | 307(D) 4230 | TON | 121.000 | 121.000 | 143.370 | $150.00 | $0.00 | $21,505.50 | |
0020 | CEMENTITIOUS MODIFIED SUBGRADE | 307(F) 4250 | SY | 73,982.000 | 73,982.000 | 70,097.290 | $1.20 | $0.00 | $84,116.74 | |
0021 | LIME PRETREATMENT | 307(G) 4260 | SY | 11,098.000 | 11,098.000 | 15,984.930 | $2.00 | $0.00 | $31,969.86 | |
0022 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 3,174.000 | 3,174.000 | 1,926.910 | $1.50 | $0.00 | $2,890.36 | |
0023 | SEPARATOR FABRIC | 325 5271 | SY | 73,982.000 | 73,982.000 | 69,850.300 | $1.60 | $0.00 | $111,760.49 | |
0024 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 6,704.000 | 6,704.000 | 5,894.880 | $28.00 | $0.00 | $165,056.64 | |
0025 | TACK COAT | 407(B) 0250 | GAL | 7,099.000 | 7,099.000 | 8,239.500 | $3.30 | $0.00 | $27,190.35 | |
0026 | PRIME COAT | 408 5774 | GAL | 8,605.000 | 8,605.000 | 24,599.850 | $5.45 | $0.00 | $134,069.19 | |
0027 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 5,921.000 | 5,921.000 | 0.000 | 6,155.910 | $83.00 | $0.00 | $510,940.53 |
0028 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 15,244.000 | 15,244.000 | 0.000 | 14,893.570 | $69.50 | $0.00 | $1,035,103.14 |
0029 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 3,948.000 | 3,948.000 | 4,173.820 | $89.00 | $0.00 | $371,469.98 | |
0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 3,944.000 | 3,944.000 | 4,541.260 | $82.50 | $0.00 | $374,653.96 | |
0031 | SUPERPAVE, TYPE S5(PG 64-22 OK) | 411(D) 5975 | TON | 416.000 | 416.000 | 789.170 | $86.00 | $0.00 | $67,868.62 | |
0032 | COLD MILLING PAVEMENT | 412 5267 | SY | 6,878.000 | 6,878.000 | 654.780 | $10.00 | $0.00 | $6,547.80 | |
0033 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 4,436.000 | 4,436.000 | 21,923.000 | $0.28 | $0.00 | $6,138.44 | |
0034 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 295.000 | 295.000 | 215.100 | $7.00 | $0.00 | $1,505.70 | |
0035 | STRUCTURAL STEEL A36 | 506(A) 6005 | LB | 2,470.000 | 2,470.000 | 2,470.000 | $5.00 | $0.00 | $12,350.00 | |
0036 | CLASS AA CONCRETE | 509(A) 0319 | CY | 449.000 | 449.000 | 0.060 | 449.060 | $400.00 | $24.00 | $179,624.00 |
0037 | CLASS A CONCRETE, SMALL STRUCTURES | 509(C) 0322 | CY | 88.000 | 88.000 | 89.860 | $500.00 | $0.00 | $44,930.00 | |
0038 | CLASS C CONCRETE | 509(D) 0325 | CY | 205.280 | 205.280 | 545.980 | $245.00 | $0.00 | $133,765.10 | |
0039 | REINFORCING STEEL | 511(A) 0332 | LB | 79,850.000 | 79,850.000 | 0.270 | 80,400.270 | $0.85 | $0.23 | $68,340.23 |
0040 | TYPE I-A PLAIN RIPRAP | 601(B) 0536 | TON | 3,194.000 | 3,194.000 | 3,976.140 | $36.00 | $0.00 | $143,141.04 | |
0041 | TYPE I-A FILTER BLANKET | 601(C) 0538 | TON | 1,434.000 | 1,434.000 | 1,113.120 | $29.00 | $0.00 | $32,280.48 | |
0042 | FILTER FABRIC (RIPRAP) | 601(I) 6312 | SY | 5,293.000 | 5,293.000 | 3,672.780 | $5.00 | $0.00 | $18,363.90 | |
0043 | GABIONS | 602(A) 4154 | CY | 145.000 | 145.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
0044 | REVETMENT MATTRESSES | 602(B) 5860 | SY | 1,860.000 | 1,860.000 | 0.000 | $52.00 | $0.00 | $0.00 | |
0045 | 2'-8" COMB. CURB & GUTTER (4" MNTBLE) | 609(B) 1523 | LF | 4,731.000 | 4,731.000 | 4,744.000 | $18.00 | $0.00 | $85,392.00 | |
0046 | 2'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1525 | LF | 2,657.320 | 2,657.320 | 2,842.370 | $20.00 | $0.00 | $56,847.40 | |
0047 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 80.450 | 80.450 | 152.310 | $45.00 | $0.00 | $6,853.95 | |
0048 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 358.000 | 358.000 | 517.690 | $50.00 | $0.00 | $25,884.50 | |
0049 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 3.000 | 3.000 | 3.000 | $2,000.00 | $0.00 | $6,000.00 | |
0050 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 6.250 | 6.250 | 6.250 | $100.00 | $0.00 | $625.00 | |
0051 | INLET CI DES. 2 (STD) | 611(G) 5112 | EA | 5.000 | 5.000 | 5.000 | $3,000.00 | $0.00 | $15,000.00 | |
0052 | INLET CI DES. 2 (B) | 611(G) 5113 | EA | 1.000 | 1.000 | 1.000 | $4,000.00 | $0.00 | $4,000.00 | |
0053 | INLET CI DES. 2 (D) | 611(G) 5115 | EA | 8.000 | 8.000 | 8.000 | $4,000.00 | $0.00 | $32,000.00 | |
0054 | INLET CDI RCP DES. 1 | 611(G) 5704 | EA | 10.000 | 10.000 | 11.000 | $2,750.00 | $0.00 | $30,250.00 | |
0055 | INLET (SMD-TYPE 1) | 611(G) 6000 | EA | 4.000 | 4.000 | 4.000 | $2,000.00 | $0.00 | $8,000.00 | |
0056 | ADD'L DEPTH IN INLET CI DES. 2 | 611(H) 5325 | VF | 4.440 | 4.440 | 2.330 | 6.770 | $225.00 | $524.25 | $1,523.25 |
0057 | ADD'L DEPTH IN INLET CDI RCP DES. 1 | 611(H) 5789 | VF | 69.630 | 69.630 | -7.090 | 62.540 | $200.00 | $-1,418.00 | $12,508.00 |
0058 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 8.000 | 8.000 | 24.000 | $1,000.00 | $0.00 | $24,000.00 | |
0059 | 15" R.C.PIPE CLASS III | 613(A) 0403 | LF | 78.000 | 78.000 | 78.000 | $18.00 | $0.00 | $1,404.00 | |
0060 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 510.000 | 510.000 | 545.500 | $22.00 | $0.00 | $12,001.00 | |
0061 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 244.000 | 244.000 | 242.000 | $34.00 | $0.00 | $8,228.00 | |
0062 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 436.000 | 436.000 | 418.000 | $49.00 | $0.00 | $20,482.00 | |
0063 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 408.000 | 408.000 | 410.000 | $68.00 | $0.00 | $27,880.00 | |
0064 | 42" R.C.PIPE CLASS III | 613(A) 0495 | LF | 936.000 | 936.000 | 901.000 | $85.00 | $0.00 | $76,585.00 | |
0065 | 48" R.C.PIPE CLASS III | 613(A) 0496 | LF | 280.000 | 280.000 | 272.000 | $108.00 | $0.00 | $29,376.00 | |
0066 | 19" X 30" R.C.PIPE ELLIPTICAL CLASS HE-IV | 613(A) 4520 | LF | 380.000 | 380.000 | 359.000 | $60.00 | $0.00 | $21,540.00 | |
0067 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 1,541.000 | 1,541.000 | 1,599.000 | $19.00 | $0.00 | $30,381.00 | |
0068 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 226.000 | 226.000 | 286.000 | $25.00 | $0.00 | $7,150.00 | |
0069 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0450 | LF | 4,000.000 | 4,000.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
0070 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1096 | LF | 800.000 | 800.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
0071 | EDGE DRAIN CONDUIT-PERFORATED | 613(J) 5915 | LF | 2,658.000 | 2,658.000 | 1,893.000 | $10.00 | $0.00 | $18,930.00 | |
0072 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 613(K) 5916 | LF | 200.000 | 200.000 | 247.000 | $15.00 | $0.00 | $3,705.00 | |
0073 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 3.000 | 3.000 | 2.000 | $445.00 | $0.00 | $890.00 | |
0074 | 48" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5738 | EA | 1.000 | 1.000 | 1.000 | $1,500.00 | $0.00 | $1,500.00 | |
0075 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 20.000 | 20.000 | 22.000 | $1,020.00 | $0.00 | $22,440.00 | |
0076 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 2.000 | 2.000 | 4.000 | $1,020.00 | $0.00 | $4,080.00 | |
0077 | TYPE C4 SLOPED CONCRETE END SECTION | 613(N) 7502 | EA | 1.000 | 1.000 | 1.000 | $2,000.00 | $0.00 | $2,000.00 | |
0078 | TYPE D4 SLOPED CONCRETE END SECTION | 613(N) 7503 | EA | 2.000 | 2.000 | 2.000 | $2,500.00 | $0.00 | $5,000.00 | |
0079 | TYPE C6 SLOPED CONCRETE END SECTION | 613(N) 7522 | EA | 1.000 | 1.000 | 1.000 | $2,700.00 | $0.00 | $2,700.00 | |
0080 | TYPE D6 SLOPED CONCRETE END SECTION | 613(N) 7523 | EA | 2.000 | 2.000 | 2.000 | $2,800.00 | $0.00 | $5,600.00 | |
0081 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 10.000 | 10.000 | 6.000 | $500.00 | $0.00 | $3,000.00 | |
0082 | STANDARD BEDDING MATERIAL, CLASS C | 613(T) 1187 | CY | 2,460.000 | 2,460.000 | 2,226.500 | $49.00 | $0.00 | $109,098.50 | |
0083 | PIPE UNDERDRAIN COVER MAT'L. | 613(U) 1100 | CY | 395.000 | 395.000 | 0.000 | $52.00 | $0.00 | $0.00 | |
0084 | TRENCH EXCAVATION | 613(V) 1180 | CY | 4,921.000 | 4,921.000 | 4,741.120 | $10.00 | $0.00 | $47,411.20 | |
0085 | 24" JACKED CONDUIT | 613(W) 4500 | LF | 148.000 | 148.000 | 144.000 | $410.00 | $0.00 | $59,040.00 | |
0086 | 8" POLYVINYL CHLORIDE (PVC) PIPE | 615(A) 6120 | LF | 40.000 | 40.000 | 0.000 | $104.00 | $0.00 | $0.00 | |
0087 | 4" POLYVINYL CHLORIDE (PVC) PIPE | 616(B) 5221 | LF | 1,280.000 | 1,280.000 | 0.000 | $90.00 | $0.00 | $0.00 | |
0088 | 1" COPPER WATER SERVICE PIPE (SHORT) | 616(C) 0890 | EA | 3.000 | 3.000 | 0.000 | $1,300.00 | $0.00 | $0.00 | |
0089 | 1" COPPER WATER SERVICE PIPE (LONG) | 616(C) 0892 | EA | 5.000 | 5.000 | 0.000 | $2,500.00 | $0.00 | $0.00 | |
0090 | 4" VALVES | 616(D) 0860 | EA | 3.000 | 3.000 | 0.000 | $1,100.00 | $0.00 | $0.00 | |
0091 | 8" VALVES | 616(D) 0862 | EA | 2.000 | 2.000 | 0.000 | $1,300.00 | $0.00 | $0.00 | |
0092 | METER INSTALLATION 5/8" | 616(F) 5204 | EA | 8.000 | 8.000 | 0.000 | $2,000.00 | $0.00 | $0.00 | |
0093 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
0094 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 2.000 | 2.000 | 3.000 | $1,000.00 | $0.00 | $3,000.00 | |
0095 | REMOVAL OF FENCE | 619(B) 4725 | LF | 7,845.000 | 7,845.000 | 7,335.000 | $1.00 | $0.00 | $7,335.00 | |
0096 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 5,134.000 | 5,134.000 | 4,885.740 | $3.00 | $0.00 | $14,657.22 | |
0097 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 18,309.000 | 18,309.000 | 24,065.840 | $3.00 | $0.00 | $72,197.52 | |
0098 | REMOVAL OF DRAINAGE INLETS | 619(B) 4741 | EA | 1.000 | 1.000 | 1.000 | $500.00 | $0.00 | $500.00 | |
0099 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 8.000 | 8.000 | 0.000 | 149.890 | $62.50 | $0.00 | $9,368.13 |
0100 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 444.000 | 444.000 | 447.000 | $1.00 | $0.00 | $447.00 | |
0101 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 80.000 | 80.000 | 42.300 | $4.00 | $0.00 | $169.20 | |
0102 | REMOVE WATER METER AND METER CAN | 619(B) 7200 | EA | 1.000 | 1.000 | 0.000 | $100.00 | $0.00 | $0.00 | |
0103 | SAWING PAVEMENT | 619(C) 0924 | LF | 6,943.000 | 6,943.000 | 7,028.840 | $5.00 | $0.00 | $35,144.20 | |
0104 | GATES-STYLE WWF (4.5'HIGH X 12'LONG) | 624(B) 4462 | EA | 6.000 | 6.000 | 4.000 | $550.00 | $0.00 | $2,200.00 | |
0105 | GATES-STYLE WWF (4.5'HIGH X 20'LONG) | 624(B) 4468 | EA | 1.000 | 1.000 | 2.000 | $880.00 | $0.00 | $1,760.00 | |
0106 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 17,536.000 | 17,536.000 | 17,014.170 | $3.30 | $0.00 | $56,146.76 | |
0107 | FENCE-STYLE CLF (6'HIGH, CLASS A) | 624(E) 4292 | LF | 92.000 | 92.000 | 210.000 | $33.00 | $0.00 | $6,930.00 | |
0108 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 1.000 | 1.000 | 0.000 | $75.00 | $0.00 | $0.00 | |
0109 | MAILBOX | 629(C) 4960 | EA | 1.000 | 1.000 | 0.000 | $30.00 | $0.00 | $0.00 | |
0110 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 1.000 | 1.000 | 3.000 | $15.00 | $0.00 | $45.00 | |
8001 | GEOGRID REINFORCEMENT | 326(B) 0100 | SY | 0.000 | 4,500.000 | 5,020.440 | $3.37 | $0.00 | $16,918.88 | |
8002 | PLUG ABANDONED WELL | 619(B) 8715 | LF | 0.000 | 16.000 | 15.000 | $186.66 | $0.00 | $2,799.90 | |
8003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 0.000 | 10,000.000 | 16,976.540 | $5.98 | $0.00 | $101,519.71 | |
8004 | SLOPE WALL (4") | 510(C) 6137 | SY | 0.000 | 667.000 | 390.330 | $55.04 | $0.00 | $21,483.76 | |
8005 | (SP) DYNAMIC COMPACTION | 202(J) 5200 | KTFT | 0.000 | 4,204.250 | 3,709.700 | $18.84 | $0.00 | $69,890.75 | |
8006 | INLET ADJUST TO GRADE | 612(C) 0645 | EA | 0.000 | 13.000 | 13.000 | $765.00 | $0.00 | $9,945.00 | |
8007 | REPLACEMENT OF MANHOLE FRAME & COVER | 611(C) 4215 | EA | 0.000 | 4.000 | 4.000 | $500.00 | $0.00 | $2,000.00 | |
8008 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5015 | EA | 0.000 | 35,005.170 | 35,005.170 | $1.00 | $0.00 | $35,005.17 | |
Subtotals For Category 0100/ROADWAY | $-869.52 | $6,516,063.35 | ||||||||
Fed/State Project Number: STPY-132B(071) | Project: 20973(04) | Category: 0200/BRIDGE 'A' | ||||||||
0111 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 7,369.000 | 7,369.000 | 7,369.000 | $3.55 | $0.00 | $26,159.95 | |
0112 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 413.000 | 413.000 | 412.580 | $7.00 | $0.00 | $2,888.06 | |
0113 | CLASS AA CONCRETE | 509(A) 1326 | CY | 1,169.200 | 1,169.200 | 1,169.200 | $375.00 | $0.00 | $438,450.00 | |
0114 | REINFORCING STEEL | 511(A) 1332 | LB | 155,630.000 | 155,630.000 | 155,630.000 | $1.00 | $0.00 | $155,630.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $623,128.01 | ||||||||
Fed/State Project Number: STPY-132B(071) | Project: 20973(04) | Category: 0201/BRIDGE 'B' | ||||||||
0115 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 3,275.000 | 3,275.000 | 3,275.000 | $3.55 | $0.00 | $11,626.25 | |
0116 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 195.000 | 195.000 | 193.920 | $7.00 | $0.00 | $1,357.44 | |
0117 | CLASS AA CONCRETE | 509(A) 1326 | CY | 522.100 | 522.100 | 522.100 | $385.00 | $0.00 | $201,008.50 | |
0118 | REINFORCING STEEL | 511(A) 1332 | LB | 100,180.000 | 100,180.000 | 100,180.000 | $1.00 | $0.00 | $100,180.00 | |
Subtotals For Category 0201/BRIDGE 'B' | $0.00 | $314,172.19 | ||||||||
Fed/State Project Number: STPY-132B(071) | Project: 20973(04) | Category: 0300/TRAFFIC | ||||||||
0119 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 325.030 | 325.030 | 323.490 | $23.00 | $0.00 | $7,440.27 | |
0120 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 81.000 | 81.000 | 81.000 | $5.25 | $0.00 | $425.25 | |
0121 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 718.500 | 718.500 | 719.000 | $8.75 | $0.00 | $6,291.25 | |
0122 | DELINEATORS(TYPE 2, CODE 1) | 853 9033 | EA | 30.000 | 30.000 | 0.000 | $14.25 | $0.00 | $0.00 | |
0123 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 44,680.000 | 44,680.000 | 46,069.000 | $0.46 | $0.00 | $21,191.74 | |
0124 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 140.000 | 140.000 | 0.000 | $0.95 | $0.00 | $0.00 | |
0125 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 420.000 | 420.000 | 266.000 | $3.30 | $0.00 | $877.80 | |
0126 | TRAFFIC STRIPE(PLASTIC)(SYMBOLS) | 855(B) 8824 | EA | 2.000 | 2.000 | 2.000 | $525.00 | $0.00 | $1,050.00 | |
0127 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 22,400.000 | 22,400.000 | 20,463.000 | $0.16 | $0.00 | $3,274.08 | |
0128 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 857(C) 8851 | LF | 1,000.000 | 1,000.000 | 0.000 | $0.72 | $0.00 | $0.00 | |
0129 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 9,680.000 | 9,680.000 | 486.000 | $0.42 | $0.00 | $204.12 | |
0130 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 2,100.000 | 2,100.000 | 1,150.000 | $0.27 | $0.00 | $310.50 | |
0131 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 150.000 | 150.000 | 198.000 | $8.25 | $0.00 | $1,633.50 | |
0132 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 2,480.000 | 2,480.000 | 600.000 | $20.00 | $0.00 | $12,000.00 | |
0133 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 1,040.000 | 1,040.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0134 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 8,520.000 | 8,520.000 | 3,719.000 | $0.04 | $0.00 | $148.76 | |
0135 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 8,190.000 | 8,190.000 | 7,660.000 | $0.04 | $0.00 | $306.40 | |
0136 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 2,610.000 | 2,610.000 | 11,521.000 | $2.50 | $0.00 | $28,802.50 | |
0137 | CONSTRUCTION BARRICADES(TYPE II) | 880(C) 8836 | SD | 6,480.000 | 6,480.000 | 0.000 | $0.04 | $0.00 | $0.00 | |
0138 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 5,070.000 | 5,070.000 | 6,485.000 | $0.47 | $0.00 | $3,047.95 | |
0139 | WING BARRICADES | 880(C) 8848 | SD | 720.000 | 720.000 | 1,520.000 | $0.62 | $0.00 | $942.40 | |
0140 | VERTICAL PANELS | 880(D) 8854 | SD | 3,600.000 | 3,600.000 | 6,060.000 | $0.57 | $0.00 | $3,454.20 | |
0141 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 24,810.000 | 24,810.000 | 25,251.000 | $0.07 | $0.00 | $1,767.57 | |
0142 | DRUMS | 880(F) 8878 | SD | 2,400.000 | 2,400.000 | 0.000 | 35,044.000 | $0.70 | $0.00 | $24,530.80 |
0143 | FLAGGER | 880(I) 8902 | SD | 30.000 | 30.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC | $0.00 | $117,699.09 | ||||||||
Fed/State Project Number: STPY-132B(071) | Project: 20973(04) | Category: 0600/STAKING | ||||||||
0144 | CONSTRUCTION STAKING LEVEL I | 642(A) 0095 | LSUM | 1.000 | 1.000 | 1.000 | $73,500.00 | $0.00 | $73,500.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $73,500.00 | ||||||||
Fed/State Project Number: STPY-132B(071) | Project: 20973(04) | Category: 0640/CONSTRUCTION | ||||||||
0145 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $4,000.00 | $0.00 | $4,000.00 | |
0146 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $4,000.00 | $0.00 | $4,000.00 | |
0147 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $240,000.00 | $0.00 | $240,000.00 | |
0148 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $56,000.00 | $0.00 | $56,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $304,000.00 | ||||||||
Subtotals For Project STPY-132B(071) /20973(04) | $-869.52 | $7,948,562.64 |