| Contract ID: | 120055 | Estimate Number: | 0005 | Contract No: | 710886 | |||
| Residency: | JACOBS (AKA - CARTER-BURGESS) (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 (EW-54) | ||||||||||||
| 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: | 08/16/2012 TO 08/31/2012 |
| Date Awarded: | 02/06/2012 | Date Work Began: | 06/05/2012 | Original Contract Time: | 90 |
| Date Contract Executed: | 02/21/2012 | Date Time Stopped: | Current Time Charged: | 88.00 | |
| Date NTP Issued: | 02/28/2012 | Completion Date: | Current Time Allowed: | 90.00 | |
| General Liability Expires: | 08/31/2013 | Workman's Comp Expires: | 08/31/2013 | Percent Time Used: | 97.78 % |
| Specification Year: | 2009 | Date Approved: | 09/10/2012 | ||
| Current Contract Amount: | $3,894,981.34 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $3,894,981.34 | Participating: | $0.00 | $0.00 | $0.00 | ||
| Percent Complete: | 99.96 % | Non Participating: | $3,848,563.78 | $3,390,955.31 | $457,608.47 | ||
| Funds Available: | $1,584.60 | Total Earnings: | $3,848,563.78 | $3,390,955.31 | $457,608.47 | ||
| Unearned Balance: | $1,584.60 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
| Gross Earnings: | $3,848,563.78 | $3,390,955.31 | $457,608.47 | ||||
| Other Adjustments: | $44,832.96 | $43,954.28 | $878.68 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $3,893,396.74 | $3,434,909.59 | $458,487.15 | ||||
| Contract ID: | 120055 | Estimate Number: | 0005 | Primary JP: | 25104(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 | |||||
| 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: | 0005 | 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 | 0.236 | 0.900 | $6,000.00 | $1,416.00 | $5,400.00 |
| 0002 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,000.000 | 1,000.000 | 1,048.000 | $1.45 | $0.00 | $1,519.60 | |
| 0003 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 878.000 | 878.000 | 0.000 | $5.95 | $0.00 | $0.00 | |
| 0004 | SOLID SLAB SODDING | 230(A) 2806 | SY | 24,368.000 | 24,368.000 | 0.000 | $1.05 | $0.00 | $0.00 | |
| 0005 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 5.040 | 5.040 | 0.000 | $325.00 | $0.00 | $0.00 | |
| 0006 | FLY ASH | 307(A) 4200 | TON | 3,384.000 | 3,384.000 | 0.000 | $45.00 | $0.00 | $0.00 | |
| 0007 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 83,548.000 | 83,548.000 | 52,796.000 | 122,917.770 | $1.30 | $68,634.80 | $159,793.10 |
| 0008 | PROCESSING EXISTING BASE & SURFACE, METHOD D | 311(D) 0154 | LF | 31,330.430 | 31,330.430 | 0.000 | $3.00 | $0.00 | $0.00 | |
| 0009 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 1,171.000 | 1,171.000 | 862.660 | 862.660 | $28.00 | $24,154.48 | $24,154.48 |
| 0010 | TACK COAT | 407(B) 0250 | GAL | 6,087.000 | 6,087.000 | 1,000.000 | 7,475.000 | $2.20 | $2,200.00 | $16,445.00 |
| 0011 | PRIME COAT | 408 5774 | GAL | 17,545.000 | 17,545.000 | 0.000 | $5.50 | $0.00 | $0.00 | |
| 0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 18,284.000 | 18,284.000 | 0.000 | 24,648.500 | $64.70 | $0.00 | $1,594,757.95 |
| 0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 8,907.000 | 8,907.000 | 1,455.320 | 8,443.470 | $70.00 | $101,872.40 | $591,042.90 |
| 0014 | RUMBLE STRIP-METHOD HMA-CYC GROUP | 413(B) 4862 | EAGP | 4.000 | 4.000 | 4.000 | 4.000 | $437.50 | $1,750.00 | $1,750.00 |
| 0015 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 152.000 | 152.000 | 34.000 | 212.700 | $29.50 | $1,003.00 | $6,274.65 |
| 0016 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 56.000 | 56.000 | 52.000 | $41.00 | $0.00 | $2,132.00 | |
| 0017 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 62.000 | 62.000 | 65.000 | $50.50 | $0.00 | $3,282.50 | |
| 0018 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 186.000 | 186.000 | 188.000 | $67.00 | $0.00 | $12,596.00 | |
| 0019 | 28" X 18" R.C.PIPE ARCH CLASS A-III | 613(A) 4496 | LF | 262.000 | 262.000 | 274.800 | $55.00 | $0.00 | $15,114.00 | |
| 0020 | 36" X 22" R.C.PIPE ARCH CLASS A-III | 613(A) 4497 | LF | 55.000 | 55.000 | 45.000 | $67.00 | $0.00 | $3,015.00 | |
| 0021 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 665.000 | 665.000 | 565.000 | $22.00 | $0.00 | $12,430.00 | |
| 0022 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 115.000 | 115.000 | 61.000 | 151.000 | $29.00 | $1,769.00 | $4,379.00 |
| 0023 | 30" CORR. GALV. STEEL PIPE | 613(B) 0691 | LF | 60.000 | 60.000 | 60.000 | 60.000 | $37.00 | $2,220.00 | $2,220.00 |
| 0024 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 34.000 | 34.000 | 6.000 | 34.000 | $850.00 | $5,100.00 | $28,900.00 |
| 0025 | TYPE B4 CULVERT END TREATMENT | 613(M) 7187 | EA | 18.000 | 18.000 | 3.000 | 18.000 | $1,000.00 | $3,000.00 | $18,000.00 |
| 0026 | TYPE C4 CULVERT END TREATMENT | 613(M) 7188 | EA | 4.000 | 4.000 | 4.000 | 6.000 | $1,200.00 | $4,800.00 | $7,200.00 |
| 0027 | TYPE D4 CULVERT END TREATMENT | 613(M) 7189 | EA | 6.000 | 6.000 | 6.000 | 8.000 | $1,700.00 | $10,200.00 | $13,600.00 |
| 0028 | SAWING PAVEMENT | 619(C) 0924 | LF | 183.540 | 183.540 | 360.000 | $2.50 | $0.00 | $900.00 | |
| 0029 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 156.980 | 156.980 | 0.000 | $30.00 | $0.00 | $0.00 | |
| 0030 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 109,656.000 | 109,656.000 | 84,548.000 | 84,548.000 | $0.32 | $27,055.36 | $27,055.36 |
| 0031 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.000 | 0.830 | $1,450.00 | $0.00 | $1,203.50 |
| Subtotals For Category 0100/ROADWAY - CIRB-147C(135)RB | $255,175.04 | $2,553,165.04 | ||||||||
| 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 | 0.400 | 0.900 | $4,300.00 | $1,720.00 | $3,870.00 |
| Subtotals For Category 0600/STAKING - CIRB-147C(135)RB | $1,720.00 | $3,870.00 | ||||||||
| 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 | 0.750 | $3,000.00 | $750.00 | $2,250.00 |
| 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 | 0.250 | 0.750 | $36,000.00 | $9,000.00 | $27,000.00 |
| Subtotals For Category 0640/CONSTRUCTION - CIRB-147C(135)RB | $9,750.00 | $89,250.00 | ||||||||
| Subtotals For Project CIRB-147C(135)RB /25104(04) | $266,645.04 | $2,646,285.04 | ||||||||
| 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(167)RB | Project: 25104(08) | Category: 0100/ROADWAY - CIRB-147C(167)RB | ||||||||
| 0036 | EARTHWORK | 202(H) 0185 | LSUM | 1.000 | 1.000 | 0.000 | 0.170 | $3,000.00 | $0.00 | $498.00 |
| 0037 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 500.000 | 500.000 | 0.000 | $1.45 | $0.00 | $0.00 | |
| 0038 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 1,316.000 | 1,316.000 | 0.000 | $5.95 | $0.00 | $0.00 | |
| 0039 | SOLID SLAB SODDING | 230(A) 2806 | SY | 12,200.000 | 12,200.000 | 0.000 | $1.05 | $0.00 | $0.00 | |
| 0040 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 2.520 | 2.520 | 0.000 | $325.00 | $0.00 | $0.00 | |
| 0041 | FLY ASH | 307(A) 4200 | TON | 1,694.000 | 1,694.000 | 0.000 | $45.00 | $0.00 | $0.00 | |
| 0042 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 41,829.000 | 41,829.000 | 0.000 | $1.30 | $0.00 | $0.00 | |
| 0043 | PROCESSING EXISTING BASE & SURFACE, METHOD D | 311(D) 0154 | LF | 15,685.750 | 15,685.750 | 0.000 | $3.00 | $0.00 | $0.00 | |
| 0044 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 696.000 | 696.000 | 0.000 | $28.00 | $0.00 | $0.00 | |
| 0045 | TACK COAT | 407(B) 0250 | GAL | 3,215.000 | 3,215.000 | 4,000.000 | $2.20 | $0.00 | $8,800.00 | |
| 0046 | PRIME COAT | 408 5774 | GAL | 8,785.000 | 8,785.000 | 0.000 | $5.50 | $0.00 | $0.00 | |
| 0047 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 9,223.000 | 9,223.000 | 0.000 | 12,694.640 | $64.70 | $0.00 | $821,343.21 |
| 0048 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 4,944.000 | 4,944.000 | 2,333.220 | 4,549.090 | $70.00 | $163,325.40 | $318,436.30 |
| 0049 | RUMBLE STRIP-METHOD HMA-CYC GROUP | 413(B) 4862 | EAGP | 4.000 | 4.000 | 4.000 | 4.000 | $437.50 | $1,750.00 | $1,750.00 |
| 0050 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 56.000 | 56.000 | 122.800 | $41.00 | $0.00 | $5,034.80 | |
| 0051 | 28" X 18" R.C.PIPE ARCH CLASS A-III | 613(A) 4496 | LF | 156.000 | 156.000 | 173.000 | $55.00 | $0.00 | $9,515.00 | |
| 0052 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 110.000 | 110.000 | 94.000 | 94.000 | $22.00 | $2,068.00 | $2,068.00 |
| 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 | 6.000 | $600.00 | $3,600.00 | $3,600.00 |
| 0055 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 4.000 | 4.000 | 4.000 | 4.000 | $850.00 | $3,400.00 | $3,400.00 |
| 0056 | TYPE B4 CULVERT END TREATMENT | 613(M) 7187 | EA | 10.000 | 10.000 | 2.000 | 10.000 | $1,000.00 | $2,000.00 | $10,000.00 |
| 0057 | TYPE C4 CULVERT END TREATMENT | 613(M) 7188 | EA | 2.000 | 2.000 | 2.000 | 2.000 | $1,200.00 | $2,400.00 | $2,400.00 |
| 0058 | SAWING PAVEMENT | 619(C) 0924 | LF | 177.650 | 177.650 | 300.000 | $2.50 | $0.00 | $750.00 | |
| 0059 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 135.680 | 135.680 | 0.000 | $30.00 | $0.00 | $0.00 | |
| 0060 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 54,900.000 | 54,900.000 | 38,812.600 | 38,812.600 | $0.32 | $12,420.03 | $12,420.03 |
| 0061 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.166 | $2,900.00 | $0.00 | $481.40 | |
| Subtotals For Category 0100/ROADWAY - CIRB-147C(167)RB | $190,963.43 | $1,202,278.74 | ||||||||
| Subtotals For Project CIRB-147C(167)RB /25104(08) | $190,963.43 | $1,202,278.74 | ||||||||