Contract ID: | 120156 | Estimate Number: | 0016 | Contract No: | 711180 | |||
Residency: | DUNCAN (07100) | Estimate Type: | Progressive | Account No: | 436700 | |||
Project Number(s): | STP-116C(110)CI | ||||||||||||
Primary Job Piece No: | 21614(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, AND SURFACE COUNTY ROAD (EW-167): FROM SH-115, EXTEND EAST. PROJECT LENGTH = 5.356 MILES | ||||||||||||
Primary County: | COMANCHE | ||||||||||||
Name of Road: | COUNTY ROAD (EW-167) | ||||||||||||
Prime Contractor: | APAC-CENTRAL, INC. | ||||||||||||
240 N. BLOCK ST. | |||||||||||||
FAYETTVILLE , AR 72702 | |||||||||||||
Surety Company: | XL SPECIALTY INSURANCE COMPANY | ||||||||||||
Date Let: | 04/19/2012 | NTP Effective Date: | 08/06/2012 | Pay Period: | 03/01/2013 TO 03/15/2013 |
Date Awarded: | 05/07/2012 | Date Work Began: | 07/09/2012 | Original Contract Time: | 165 |
Date Contract Executed: | 05/16/2012 | Date Time Stopped: | Current Time Charged: | 190.00 | |
Date NTP Issued: | 05/18/2012 | Completion Date: | Current Time Allowed: | 165.00 | |
General Liability Expires: | 09/01/2013 | Workman's Comp Expires: | 09/01/2013 | Percent Time Used: | 115.15 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $5,233,521.39 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $5,233,521.39 | Participating: | $5,233,548.33 | $5,096,910.11 | $136,638.22 | ||
Percent Complete: | 99.27 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $38,277.10 | Total Earnings: | $5,233,548.33 | $5,096,910.11 | $136,638.22 | ||
Unearned Balance: | $38,277.10 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $5,233,548.33 | $5,096,910.11 | $136,638.22 | ||||
Other Adjustments: | $-13,304.04 | $-13,304.04 | $0.00 | ||||
Liq Dam/Disincentive: | $-25,000.00 | $-25,000.00 | $0.00 | ||||
TOTAL: | $5,195,244.29 | $5,058,606.07 | $136,638.22 |
Contract ID: | 120156 | Estimate Number: | 0016 | Primary JP: | 21614(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 |
No material stockpiles have been created for this contract. | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0012 | --3.0 | $1,000.00 | $-3,000.00 |
System Application of Liquidated Damages | 0013 | --14 | $1,000.00 | $-14,000.00 |
System Application of Liquidated Damages | 0014 | --8.0 | $1,000.00 | $-8,000.00 | Subtotals For Liquidated Damages | $-25,000.00 |
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 |
21614(04) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 12,647.65 | $-0.02 | $-332.00 |
21614(04) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 5,649.30 | $-0.02 | $-148.29 |
21614(04) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0008 | -108.00 | $62.86 | $-6,788.88 |
21614(04) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 6,223.15 | $-0.02 | $-163.36 |
21614(04) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 5,320.16 | $-0.02 | $-139.65 |
21614(04) | 0016 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 3,651.15 | $-0.03 | $-109.54 |
21614(04) | 0016 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 3,491.95 | $-0.03 | $-104.76 |
21614(04) | 0016 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 157.24 | $-0.03 | $-4.72 |
21614(04) | 0016 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0010 | 64.80 | $-67.81 | $-4,394.09 |
21614(04) | 0016 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 2,755.19 | $-0.03 | $-82.66 |
21614(04) | 0016 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 2,300.76 | $-0.03 | $-69.02 |
21614(04) | 0016 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0013 | -5.60 | $70.40 | $-394.24 |
21614(04) | 0016 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 1,011.69 | $-0.03 | $-30.35 |
21614(04) | 0016 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * ROADWAY DENSITY | 0014 | -8.00 | $67.81 | $-542.48 |
21614(04) | 0051 | GUARDRAIL ANCHOR UNIT (TYPE II) | * SUBSTANDARD ITEM | 0013 | -6.00 | $2,538.25 | $-15,229.50 |
21614(04) | 0051 | GUARDRAIL ANCHOR UNIT (TYPE II) | * SUBSTANDARD ITEM | 0014 | 6.00 | $2,538.25 | $15,229.50 | Subtotals For Line Item Adjustments | $-13,304.04 | * = 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: | 120156 | Estimate Number: | 0016 | Primary JP: | 21614(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-116C(110)CI | Project: 21614(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $24,000.00 | $0.00 | $24,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 22,679.000 | 22,679.000 | 5,924.000 | 22,679.000 | $13.75 | $81,455.00 | $311,836.26 |
0003 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 3,700.000 | 3,700.000 | 1,387.000 | $1.10 | $0.00 | $1,525.70 | |
0004 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 11.000 | 11.000 | 0.000 | $134.71 | $0.00 | $0.00 | |
0005 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 2,550.000 | 2,550.000 | 1,123.000 | $5.29 | $0.00 | $5,940.67 | |
0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 70,490.000 | 70,490.000 | 50,640.000 | 118,400.000 | $1.14 | $57,729.60 | $134,976.00 |
0007 | SEEDING METHOD B | 232(B) 2814 | AC | 15.000 | 15.000 | 0.000 | $431.70 | $0.00 | $0.00 | |
0008 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 15.000 | 15.000 | 0.000 | $431.70 | $0.00 | $0.00 | |
0009 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 4,382.000 | 4,382.000 | 4,327.100 | $34.39 | $0.00 | $148,808.96 | |
0010 | FLY ASH | 307(A) 4200 | TON | 5,480.000 | 5,480.000 | 5,241.980 | $75.56 | $0.00 | $396,084.01 | |
0011 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 96,790.000 | 96,790.000 | 95,689.600 | $1.46 | $0.00 | $139,706.82 | |
0012 | PROCESSING EXISTING BASE & SURFACE, METHOD C | 311(C) 0153 | LF | 23,662.000 | 23,662.000 | 23,722.410 | $6.82 | $0.00 | $161,786.83 | |
0013 | TACK COAT | 407(B) 0250 | GAL | 10,583.000 | 10,583.000 | -4,737.500 | 4,737.500 | $2.37 | $-11,227.88 | $11,227.87 |
0014 | PRIME COAT | 408 5774 | GAL | 24,318.000 | 24,318.000 | 27,598.000 | $6.57 | $0.00 | $181,318.86 | |
0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 30,347.000 | 30,347.000 | 29,840.260 | $62.86 | $0.00 | $1,875,758.75 | |
0016 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 13,430.000 | 13,430.000 | 13,367.980 | $67.81 | $0.00 | $906,482.72 | |
0017 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 70.000 | 70.000 | 70.000 | $20.11 | $0.00 | $1,407.70 | |
0018 | CLASS AA CONCRETE | 509(A) 0319 | CY | 131.800 | 131.800 | 131.800 | $477.72 | $0.00 | $62,963.50 | |
0019 | CLASS A CONCRETE | 509(B) 0321 | CY | 31.010 | 31.010 | 31.010 | $557.91 | $0.00 | $17,300.79 | |
0020 | CLASS C CONCRETE | 509(D) 0325 | CY | 20.000 | 20.000 | 0.000 | $251.31 | $0.00 | $0.00 | |
0021 | REINFORCING STEEL | 511(A) 0332 | LB | 28,843.000 | 28,843.000 | 28,843.000 | $0.92 | $0.00 | $26,535.56 | |
0022 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 760.000 | 760.000 | 221.580 | 825.980 | $39.18 | $8,681.50 | $32,361.90 |
0023 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 72.000 | 72.000 | 171.400 | $81.76 | $0.00 | $14,013.67 | |
0024 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 126.000 | 126.000 | 128.000 | $68.38 | $0.00 | $8,752.64 | |
0025 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 200.000 | 200.000 | 251.000 | $76.06 | $0.00 | $19,091.06 | |
0026 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 280.000 | 280.000 | 272.000 | $103.90 | $0.00 | $28,260.80 | |
0027 | 26" X 15" R.C.PIPE ARCH CLASS A-III | 613(A) 4404 | LF | 120.000 | 120.000 | 120.000 | $67.88 | $0.00 | $8,145.60 | |
0028 | 22" X 13" R.C.PIPE ARCH CLASS A-III | 613(A) 4495 | LF | 260.000 | 260.000 | 256.000 | $59.68 | $0.00 | $15,278.08 | |
0029 | 28" X 18" R.C.PIPE ARCH CLASS A-III | 613(A) 4496 | LF | 50.000 | 50.000 | 40.000 | $87.63 | $0.00 | $3,505.20 | |
0030 | 36" X 22" R.C.PIPE ARCH CLASS A-III | 613(A) 4497 | LF | 148.000 | 148.000 | 144.000 | $97.08 | $0.00 | $13,979.52 | |
0031 | 51" X 31" R.C.PIPE ARCH CLASS A-III | 613(A) 4499 | LF | 126.000 | 126.000 | 140.000 | $136.28 | $0.00 | $19,079.20 | |
0032 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 102.000 | 102.000 | 102.000 | $24.13 | $0.00 | $2,461.26 | |
0033 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(B) 4527 | LF | 1,682.000 | 1,682.000 | 1,884.000 | $23.78 | $0.00 | $44,801.52 | |
0034 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(B) 4528 | LF | 466.000 | 466.000 | 490.000 | $29.42 | $0.00 | $14,415.80 | |
0035 | 35" X 24" CORR. GALV. STEEL PIPE ARCH | 613(B) 4529 | LF | 236.000 | 236.000 | 236.000 | $36.04 | $0.00 | $8,505.44 | |
0036 | 21" X 15" PREFAB. CULVERT END SECTION, ARCH | 613(L) 4504 | EA | 94.000 | 94.000 | 102.000 | $214.89 | $0.00 | $21,918.78 | |
0037 | 28" X 20" PREFAB. CULVERT END SECTION, ARCH | 613(L) 4516 | EA | 26.000 | 26.000 | 28.000 | $258.17 | $0.00 | $7,228.76 | |
0038 | 35" X 24" PREFAB. CULVERT END SECTION, ARCH | 613(L) 4522 | EA | 12.000 | 12.000 | 12.000 | $314.29 | $0.00 | $3,771.48 | |
0039 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 6.000 | 6.000 | 6.000 | $607.13 | $0.00 | $3,642.78 | |
0040 | TYPE AA4 CULVERT END TREATMENT | 613(M) 7191 | EA | 6.000 | 6.000 | 6.000 | $1,947.66 | $0.00 | $11,685.96 | |
0041 | TYPE BB4 CULVERT END TREATMENT | 613(M) 7192 | EA | 2.000 | 2.000 | 2.000 | $2,870.06 | $0.00 | $5,740.12 | |
0042 | TYPE CC4 CULVERT END TREATMENT | 613(M) 7193 | EA | 4.000 | 4.000 | 4.000 | $3,222.58 | $0.00 | $12,890.32 | |
0043 | TYPE DD4 CULVERT END TREATMENT | 613(M) 7194 | EA | 4.000 | 4.000 | 4.000 | $3,211.37 | $0.00 | $12,845.48 | |
0044 | SPECIAL END SECTION OF 24" RCP ROUND | 613(O) 4375 | EA | 6.000 | 6.000 | 6.000 | $721.91 | $0.00 | $4,331.46 | |
0045 | SPECIAL END SECTION OF 30" RCP ROUND | 613(O) 4377 | EA | 2.000 | 2.000 | 2.000 | $864.07 | $0.00 | $1,728.14 | |
0046 | SPECIAL END SECTION OF 28" X 18" RCP ARCH | 613(O) 4804 | EA | 2.000 | 2.000 | 2.000 | $697.69 | $0.00 | $1,395.38 | |
0047 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $22,288.94 | $0.00 | $22,288.95 | |
0048 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 2.000 | 2.000 | 2.000 | $1,234.32 | $0.00 | $2,468.64 | |
0049 | SAWING PAVEMENT | 619(C) 0924 | LF | 325.000 | 325.000 | 365.000 | $4.66 | $0.00 | $1,700.90 | |
0050 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 16.880 | 16.880 | 16.880 | $44.23 | $0.00 | $746.60 | |
0051 | GUARDRAIL ANCHOR UNIT (TYPE II) | 623(F) 6033 | EA | 16.000 | 16.000 | 16.000 | $2,538.25 | $0.00 | $40,612.00 | |
0052 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 3,655.000 | 3,655.000 | 6,232.000 | $9.08 | $0.00 | $56,586.56 | |
0053 | GATE, GALVANIZED STEEL | 624(D) 4470 | EA | 2.000 | 2.000 | 1.000 | $1,025.77 | $0.00 | $1,025.77 | |
0054 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 53.000 | 53.000 | 0.000 | $177.41 | $0.00 | $0.00 | |
0055 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 52.870 | 52.870 | 63.230 | $14.07 | $0.00 | $889.65 | |
0056 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 130.000 | 130.000 | 122.900 | $10.05 | $0.00 | $1,235.15 | |
0057 | TRAFFIC STRIPE(PAINT)(4" WIDE) | 854(A) 8800 | LF | 42,092.000 | 42,092.000 | 45,548.000 | $0.12 | $0.00 | $5,465.76 | |
0058 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.960 | $20,000.00 | $0.00 | $19,200.00 | |
Subtotals For Category 0100/ROADWAY | $136,638.22 | $4,879,711.33 | ||||||||
Fed/State Project Number: STP-116C(110)CI | Project: 21614(04) | Category: 0600/STAKING | ||||||||
0059 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.900 | $80,000.00 | $0.00 | $72,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $72,000.00 | ||||||||
Fed/State Project Number: STP-116C(110)CI | Project: 21614(04) | Category: 0640/CONSTRUCTION | ||||||||
0060 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $10,000.00 | $0.00 | $7,500.00 | |
0061 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $274,337.00 | $0.00 | $274,337.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $281,837.00 | ||||||||
Subtotals For Project STP-116C(110)CI /21614(04) | $136,638.22 | $5,233,548.33 |