| Contract ID: | 120055 | Estimate Number: | 0007 | Contract No: | 710886 | |||
| Residency: | JACOBS (06004) | Estimate Type: | Progressive | Account No: | 434600 | |||
| Project Number(s): | CIRB-147C(135)RB, CIRB-147C(167)RB | ||||||||||||
| Primary Job Piece No: | 25104(04) | ||||||||||||
| Contract Description: | RESURFACE (ASPHALT) COUNTY ROAD (EW-54): BEGIN AT SH-58, EXTEND EAST. PROJECT LENGTH = 8.905 MILES. | ||||||||||||
| Primary County: | MAJOR | ||||||||||||
| Name of Road: | COUNTY ROAD | ||||||||||||
| Prime Contractor: | J & R SAND COMPANY, INC. | ||||||||||||
| P. O. BOX 2436 | |||||||||||||
| LIBERAL , KS 67905-2436 | |||||||||||||
| Surety Company: | TRAVELERS INDEMNITY COMPANY | ||||||||||||
| Date Let: | 01/19/2012 | NTP Effective Date: | 06/04/2012 | Pay Period: | 12/01/2012 TO 08/15/2013 |
| Date Awarded: | 02/06/2012 | Date Work Began: | 06/05/2012 | Original Contract Time: | 90 |
| Date Contract Executed: | 02/21/2012 | Date Time Stopped: | 11/30/2012 | Current Time Charged: | 89.00 |
| Date NTP Issued: | 02/28/2012 | Completion Date: | 11/30/2012 | Current Time Allowed: | 90.00 |
| General Liability Expires: | 08/31/2014 | Workman's Comp Expires: | 08/31/2014 | Percent Time Used: | 98.89 % |
| Specification Year: | 2009 | Date Approved: | 09/03/2013 | ||
| Current Contract Amount: | $4,090,539.61 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $3,894,981.34 | Participating: | $0.00 | $0.00 | $0.00 | ||
| Percent Complete: | 101 % | Non Participating: | $4,090,546.61 | $4,086,990.99 | $3,555.62 | ||
| Funds Available: | $-44,839.96 | Total Earnings: | $4,090,546.61 | $4,086,990.99 | $3,555.62 | ||
| Unearned Balance: | $-240,398.23 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
| Gross Earnings: | $4,090,546.61 | $4,086,990.99 | $3,555.62 | ||||
| Other Adjustments: | $44,832.96 | $44,832.96 | $0.00 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $4,135,379.57 | $4,131,823.95 | $3,555.62 | ||||
| Contract ID: | 120055 | Estimate Number: | 0007 | Primary JP: | 25104(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Add Subgrade Method B/Cold Milling | Approved | 12/04/2012 | 0.0 | $121,854.49 |
| 002 | Pavement Smoothness | Approved | 12/04/2012 | 0.0 | $132,191.88 |
| 003 | Final Quantity Change Order | Approved | 08/19/2013 | 0.0 | $-58,488.10 |
| 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 | |||||
| No liquidated damages have been assessed on this contract. | Subtotals For Liquidated Damages | $ | |||||||
| 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 |
| 25104(04) | 0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0001 | 703.88 | $1.53 | $1,077.57 |
| 25104(04) | 0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 10,698.09 | $1.53 | $16,377.71 |
| 25104(04) | 0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 4,147.02 | $1.53 | $6,348.67 |
| 25104(04) | 0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 9,099.51 | $0.48 | $4,375.95 |
| 25104(04) | 0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 5,480.25 | $1.74 | $9,588.25 |
| 25104(04) | 0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 1,507.90 | $0.54 | $828.74 |
| 25104(04) | 0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 1,455.32 | $0.54 | $799.84 |
| 25104(04) | 0031 | CONSTRUCTION TRAFFIC CONTROL | * SUBSTANDARD ITEM | 0001 | -0.28 | $1,450.00 | $-408.90 |
| 25104(04) | 0031 | CONSTRUCTION TRAFFIC CONTROL | * SUBSTANDARD ITEM | 0002 | -0.25 | $4,300.00 | $-1,075.00 |
| 25104(04) | 0031 | CONSTRUCTION TRAFFIC CONTROL | * SUBSTANDARD ITEM | 0003 | -0.16 | $1,450.00 | $-240.70 |
| 25104(04) | 0031 | CONSTRUCTION TRAFFIC CONTROL | * SUBSTANDARD ITEM | 0004 | -0.16 | $1,450.00 | $-240.70 |
| 25104(04) | 0031 | CONSTRUCTION TRAFFIC CONTROL | * SUBSTANDARD ITEM | 0005 | -0.83 | $1,450.00 | $-1,203.50 |
| 25104(08) | 0047 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 12,694.64 | $0.48 | $6,104.85 |
| 25104(08) | 0048 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 2,215.87 | $0.54 | $1,217.84 |
| 25104(08) | 0048 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 2,333.22 | $0.54 | $1,282.34 | Subtotals For Line Item Adjustments | $44,832.96 | * = 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: | 120055 | Estimate Number: | 0007 | Primary JP: | 25104(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: CIRB-147C(135)RB | Project: 25104(04) | Category: 0100/ROADWAY - CIRB-147C(135)RB | ||||||||
| 0001 | EARTHWORK | 202(H) 0185 | LSUM | 1.000 | 1.000 | 1.000 | $6,000.00 | $0.00 | $6,000.00 | |
| 0002 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,000.000 | 798.000 | -250.000 | 798.000 | $1.45 | $-362.50 | $1,157.10 |
| 0003 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 878.000 | 0.000 | 0.000 | $5.95 | $0.00 | $0.00 | |
| 0004 | SOLID SLAB SODDING | 230(A) 2806 | SY | 24,368.000 | 18,809.740 | 7,780.120 | 18,809.740 | $1.05 | $8,169.13 | $19,750.23 |
| 0005 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 5.040 | 0.000 | 0.000 | $325.00 | $0.00 | $0.00 | |
| 0006 | FLY ASH | 307(A) 4200 | TON | 3,384.000 | 0.000 | 0.000 | $45.00 | $0.00 | $0.00 | |
| 0007 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 83,548.000 | 0.000 | -122,917.770 | 0.000 | $1.30 | $-159,793.10 | $0.00 |
| 0008 | PROCESSING EXISTING BASE & SURFACE, METHOD D | 311(D) 0154 | LF | 31,330.430 | 0.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
| 0009 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 1,171.000 | 659.540 | -203.120 | 659.540 | $28.00 | $-5,687.36 | $18,467.12 |
| 0010 | TACK COAT | 407(B) 0250 | GAL | 6,087.000 | 6,925.000 | -550.000 | 6,925.000 | $2.20 | $-1,210.00 | $15,235.00 |
| 0011 | PRIME COAT | 408 5774 | GAL | 17,545.000 | 0.000 | 0.000 | $5.50 | $0.00 | $0.00 | |
| 0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 18,284.000 | 24,649.360 | 0.860 | 24,649.360 | $64.70 | $55.64 | $1,594,813.59 |
| 0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 8,907.000 | 8,443.340 | -0.130 | 8,443.340 | $70.00 | $-9.10 | $591,033.80 |
| 0014 | RUMBLE STRIP-METHOD HMA-CYC GROUP | 413(B) 4862 | EAGP | 4.000 | 4.000 | 4.000 | $437.50 | $0.00 | $1,750.00 | |
| 0015 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 152.000 | 163.600 | -49.100 | 163.600 | $29.50 | $-1,448.45 | $4,826.20 |
| 0016 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 56.000 | 52.000 | 52.000 | $41.00 | $0.00 | $2,132.00 | |
| 0017 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 62.000 | 64.600 | -0.400 | 64.600 | $50.50 | $-20.20 | $3,262.30 |
| 0018 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 186.000 | 185.600 | -2.400 | 185.600 | $67.00 | $-160.80 | $12,435.20 |
| 0019 | 28" X 18" R.C.PIPE ARCH CLASS A-III | 613(A) 4496 | LF | 262.000 | 273.400 | -1.400 | 273.400 | $55.00 | $-77.00 | $15,037.00 |
| 0020 | 36" X 22" R.C.PIPE ARCH CLASS A-III | 613(A) 4497 | LF | 55.000 | 56.500 | 11.500 | 56.500 | $67.00 | $770.50 | $3,785.50 |
| 0021 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 665.000 | 733.600 | 168.600 | 733.600 | $22.00 | $3,709.20 | $16,139.20 |
| 0022 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 115.000 | 171.000 | 20.000 | 171.000 | $29.00 | $580.00 | $4,959.00 |
| 0023 | 30" CORR. GALV. STEEL PIPE | 613(B) 0691 | LF | 60.000 | 60.000 | 60.000 | $37.00 | $0.00 | $2,220.00 | |
| 0024 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 34.000 | 34.000 | 34.000 | $850.00 | $0.00 | $28,900.00 | |
| 0025 | TYPE B4 CULVERT END TREATMENT | 613(M) 7187 | EA | 18.000 | 18.000 | 0.000 | 18.000 | $1,000.00 | $0.00 | $18,000.00 |
| 0026 | TYPE C4 CULVERT END TREATMENT | 613(M) 7188 | EA | 4.000 | 4.000 | -2.000 | 4.000 | $1,200.00 | $-2,400.00 | $4,800.00 |
| 0027 | TYPE D4 CULVERT END TREATMENT | 613(M) 7189 | EA | 6.000 | 6.000 | -2.000 | 6.000 | $1,700.00 | $-3,400.00 | $10,200.00 |
| 0028 | SAWING PAVEMENT | 619(C) 0924 | LF | 183.540 | 360.000 | 360.000 | $2.50 | $0.00 | $900.00 | |
| 0029 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 156.980 | 165.520 | 165.520 | 165.520 | $30.00 | $4,965.60 | $4,965.60 |
| 0030 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 109,656.000 | 84,550.000 | 2.000 | 84,550.000 | $0.32 | $0.64 | $27,056.00 |
| 0031 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 0.000 | -0.963 | 0.000 | $1,450.00 | $-1,396.35 | $0.00 |
| 8001 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 0.000 | 51,714.220 | 0.000 | 51,714.220 | $1.26 | $0.00 | $65,159.92 |
| 8003 | COLD MILLING PAVEMENT | 412 5267 | SY | 0.000 | 77,180.370 | 77,180.370 | 77,180.370 | $0.98 | $75,636.76 | $75,636.76 |
| 8004 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 0.000 | 3,514.840 | 3,514.840 | 3,514.840 | $11.65 | $40,947.89 | $40,947.89 |
| 8005 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $87,368.01 | $0.00 | $87,368.01 | |
| Subtotals For Category 0100/ROADWAY - CIRB-147C(135)RB | $-41,129.50 | $2,676,937.42 | ||||||||
| Fed/State Project Number: CIRB-147C(135)RB | Project: 25104(04) | Category: 0600/STAKING - CIRB-147C(135)RB | ||||||||
| 0032 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.100 | 1.000 | $4,300.00 | $430.00 | $4,300.00 |
| Subtotals For Category 0600/STAKING - CIRB-147C(135)RB | $430.00 | $4,300.00 | ||||||||
| Fed/State Project Number: CIRB-147C(135)RB | Project: 25104(04) | Category: 0640/CONSTRUCTION - CIRB-147C(135)RB | ||||||||
| 0033 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | 1.000 | $3,000.00 | $750.00 | $3,000.00 |
| 0034 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $60,000.00 | $0.00 | $60,000.00 | |
| 0035 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $36,000.00 | $0.00 | $36,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION - CIRB-147C(135)RB | $750.00 | $99,000.00 | ||||||||
| Subtotals For Project CIRB-147C(135)RB /25104(04) | $-39,949.50 | $2,780,237.42 | ||||||||
| 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: CIRB-147C(167)RB | Project: 25104(08) | Category: 0100/ROADWAY - CIRB-147C(167)RB | ||||||||
| 0036 | EARTHWORK | 202(H) 0185 | LSUM | 1.000 | 1.000 | 0.834 | 1.000 | $3,000.00 | $2,502.00 | $3,000.00 |
| 0037 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 500.000 | 250.000 | 250.000 | 250.000 | $1.45 | $362.50 | $362.50 |
| 0038 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 1,316.000 | 0.000 | 0.000 | $5.95 | $0.00 | $0.00 | |
| 0039 | SOLID SLAB SODDING | 230(A) 2806 | SY | 12,200.000 | 11,962.220 | -4,110.940 | 11,962.220 | $1.05 | $-4,316.49 | $12,560.33 |
| 0040 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 2.520 | 0.000 | 0.000 | $325.00 | $0.00 | $0.00 | |
| 0041 | FLY ASH | 307(A) 4200 | TON | 1,694.000 | 0.000 | 0.000 | $45.00 | $0.00 | $0.00 | |
| 0042 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 41,829.000 | 0.000 | 0.000 | $1.30 | $0.00 | $0.00 | |
| 0043 | PROCESSING EXISTING BASE & SURFACE, METHOD D | 311(D) 0154 | LF | 15,685.750 | 0.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
| 0044 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 696.000 | 303.400 | 202.520 | 303.400 | $28.00 | $5,670.56 | $8,495.20 |
| 0045 | TACK COAT | 407(B) 0250 | GAL | 3,215.000 | 4,450.000 | 450.000 | 4,450.000 | $2.20 | $990.00 | $9,790.00 |
| 0046 | PRIME COAT | 408 5774 | GAL | 8,785.000 | 0.000 | 0.000 | $5.50 | $0.00 | $0.00 | |
| 0047 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 9,223.000 | 12,649.210 | -45.430 | 12,649.210 | $64.70 | $-2,939.32 | $818,403.89 |
| 0048 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 4,944.000 | 4,527.260 | -21.730 | 4,527.360 | $70.00 | $-1,521.10 | $316,915.20 |
| 0049 | RUMBLE STRIP-METHOD HMA-CYC GROUP | 413(B) 4862 | EAGP | 4.000 | 4.000 | 4.000 | $437.50 | $0.00 | $1,750.00 | |
| 0050 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 56.000 | 120.000 | -2.800 | 120.000 | $41.00 | $-114.80 | $4,920.00 |
| 0051 | 28" X 18" R.C.PIPE ARCH CLASS A-III | 613(A) 4496 | LF | 156.000 | 175.000 | 2.000 | 175.000 | $55.00 | $110.00 | $9,625.00 |
| 0052 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 110.000 | 118.000 | 24.000 | 118.000 | $22.00 | $528.00 | $2,596.00 |
| 0053 | 30" CORR. GALV. STEEL PIPE | 613(B) 0691 | LF | 54.000 | 54.000 | 54.000 | $33.00 | $0.00 | $1,782.00 | |
| 0054 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 6.000 | 6.000 | 6.000 | $600.00 | $0.00 | $3,600.00 | |
| 0055 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 4.000 | 4.000 | 4.000 | $850.00 | $0.00 | $3,400.00 | |
| 0056 | TYPE B4 CULVERT END TREATMENT | 613(M) 7187 | EA | 10.000 | 10.000 | 10.000 | $1,000.00 | $0.00 | $10,000.00 | |
| 0057 | TYPE C4 CULVERT END TREATMENT | 613(M) 7188 | EA | 2.000 | 2.000 | 2.000 | $1,200.00 | $0.00 | $2,400.00 | |
| 0058 | SAWING PAVEMENT | 619(C) 0924 | LF | 177.650 | 300.000 | 300.000 | $2.50 | $0.00 | $750.00 | |
| 0059 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 135.680 | 135.680 | 135.680 | 135.680 | $30.00 | $4,070.40 | $4,070.40 |
| 0060 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 54,900.000 | 37,840.600 | -972.000 | 37,840.600 | $0.32 | $-311.04 | $12,108.99 |
| 0061 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 0.000 | -0.166 | 0.000 | $2,900.00 | $-481.40 | $0.00 |
| 8002 | COLD MILLING PAVEMENT | 412 5267 | SY | 0.000 | 39,750.830 | 39,750.830 | 39,750.830 | $0.98 | $38,955.81 | $38,955.81 |
| 8006 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $44,823.87 | $0.00 | $44,823.87 | |
| Subtotals For Category 0100/ROADWAY - CIRB-147C(167)RB | $43,505.12 | $1,310,309.19 | ||||||||
| Subtotals For Project CIRB-147C(167)RB /25104(08) | $43,505.12 | $1,310,309.19 | ||||||||