Contract ID: | 110508 | Estimate Number: | 0006 | Contract No: | 710695 | |||
Residency: | CLINTON (05100) | Estimate Type: | Progressive | Account No: | 400700 | |||
Project Number(s): | IMY-0040-4(430)102 | ||||||||||||
Primary Job Piece No: | 26488(04) | ||||||||||||
Contract Description: | RESURFACE (ASPHALT) I-40: FROM MILE MARKER 102.2 EXTEND EAST 2.06 MILES. PROJECT LENGTH = 2.058 MILES | ||||||||||||
Primary County: | CADDO | ||||||||||||
Name of Road: | I-40 | ||||||||||||
Prime Contractor: | HASKELL LEMON CONSTRUCTION CO. | ||||||||||||
P. O. BOX 75608 | |||||||||||||
OKLAHOMA CITY , OK 73147-0608 | |||||||||||||
Surety Company: | WESTERN SURETY COMPANY | ||||||||||||
Date Let: | 11/17/2011 | NTP Effective Date: | 05/07/2012 | Pay Period: | 04/16/2012 TO 04/30/2012 |
Date Awarded: | 12/05/2011 | Date Work Began: | 02/06/2012 | Original Contract Time: | 120 |
Date Contract Executed: | 12/12/2011 | Date Time Stopped: | Current Time Charged: | 71.00 | |
Date NTP Issued: | 12/15/2011 | Completion Date: | Current Time Allowed: | 120.00 | |
General Liability Expires: | 07/01/2012 | Workman's Comp Expires: | 07/01/2012 | Percent Time Used: | 59.17 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $4,682,467.35 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $4,682,467.35 | Participating: | $3,905,717.61 | $2,793,679.49 | $1,112,038.12 | ||
Percent Complete: | 83.30 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $782,197.65 | Total Earnings: | $3,905,717.61 | $2,793,679.49 | $1,112,038.12 | ||
Unearned Balance: | $782,197.65 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $3,905,717.61 | $2,793,679.49 | $1,112,038.12 | ||||
Other Adjustments: | $-5,447.91 | $-7,156.57 | $1,708.66 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $3,900,269.70 | $2,786,522.92 | $1,113,746.78 |
Contract ID: | 110508 | Estimate Number: | 0006 | Primary JP: | 26488(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 |
26488(04) | 0012 | TACK COAT | * Material Discrepancy Adjustments | 0002 | -1,225.00 | $2.00 | $-2,450.00 |
26488(04) | 0012 | TACK COAT | * Material Discrepancy Adjustments | 0003 | -3,500.00 | $2.00 | $-7,000.00 |
26488(04) | 0012 | TACK COAT | * Material Discrepancy Adjustments | 0004 | 4,725.00 | $2.00 | $9,450.00 |
26488(04) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * QAQC | 0004 | -1,596.00 | $1.00 | $-1,596.00 |
26488(04) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 4,163.55 | $0.48 | $2,002.25 |
26488(04) | 0016 | (SP) SUPERPAVE, TYPE S3(PG 76-28 E) | * QAQC | 0003 | -2,496.00 | $1.00 | $-2,496.00 |
26488(04) | 0016 | (SP) SUPERPAVE, TYPE S3(PG 76-28 E) | * QAQC | 0006 | -936.00 | $1.00 | $-936.00 |
26488(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 58.05 | $0.54 | $31.90 |
26488(04) | 0020 | (SP) RICH INTERMEDIATE LAYER | * ROADWAY DENSITY | 0003 | -4,090.00 | $1.00 | $-4,090.00 |
26488(04) | 0020 | (SP) RICH INTERMEDIATE LAYER | Asphalt Binder Adjustment | 0005 | 1,658.46 | $0.61 | $1,025.43 |
26488(04) | 0020 | (SP) RICH INTERMEDIATE LAYER | Asphalt Binder Adjustment | 0006 | 987.40 | $0.61 | $610.51 | Subtotals For Line Item Adjustments | $-5,447.91 | * = 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: | 110508 | Estimate Number: | 0006 | Primary JP: | 26488(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: IMY-0040-4(430)102 | Project: 26488(04) | Category: 0100/ROADWAY | ||||||||
0001 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 5,000.000 | 5,000.000 | 500.000 | 1,540.000 | $7.50 | $3,750.00 | $11,550.00 |
0002 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.000 | 0.500 | $40,000.00 | $0.00 | $20,000.00 |
0003 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,450.000 | 1,450.000 | 2,113.000 | 4,090.000 | $1.30 | $2,746.90 | $5,317.00 |
0004 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 7.000 | 7.000 | 7.000 | $275.00 | $0.00 | $1,925.00 | |
0005 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 546.000 | 546.000 | 21.000 | $6.50 | $0.00 | $136.50 | |
0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 75,481.000 | 75,481.000 | 0.000 | $1.10 | $0.00 | $0.00 | |
0007 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 19.430 | 19.430 | 0.000 | $200.00 | $0.00 | $0.00 | |
0008 | MOWING | 241 2832 | AC | 38.860 | 38.860 | 0.000 | $20.00 | $0.00 | $0.00 | |
0009 | FLY ASH | 307(A) 4200 | TON | 216.000 | 216.000 | 0.000 | $55.00 | $0.00 | $0.00 | |
0010 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 3,986.000 | 3,986.000 | 0.000 | $4.75 | $0.00 | $0.00 | |
0011 | OPEN GRADED FRICTION SURFACE COURSE | 406 4257 | TON | 2,218.000 | 2,218.000 | 0.000 | $105.00 | $0.00 | $0.00 | |
0012 | TACK COAT | 407(B) 0250 | GAL | 32,859.000 | 32,859.000 | 5,825.000 | 15,042.500 | $2.00 | $11,650.00 | $30,085.00 |
0013 | PRIME COAT | 408 5774 | GAL | 1,641.000 | 1,641.000 | 0.000 | $2.00 | $0.00 | $0.00 | |
0014 | SUPERPAVE, TYPE S3(PG 76-28 OK) | 411(B) 5935 | TON | 719.000 | 719.000 | 645.120 | $68.50 | $0.00 | $44,190.73 | |
0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 9,846.000 | 9,846.000 | 4,163.550 | 10,327.690 | $57.00 | $237,322.35 | $588,678.33 |
0016 | (SP) SUPERPAVE, TYPE S3(PG 76-28 E) | 411(B) 5950 | TON | 17,765.000 | 17,765.000 | 7,779.680 | 18,850.120 | $78.00 | $606,815.04 | $1,470,309.36 |
0017 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 1,997.000 | 1,997.000 | 0.000 | 599.600 | $74.50 | $0.00 | $44,670.20 |
0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 3,354.000 | 3,354.000 | 58.050 | 3,597.860 | $63.50 | $3,686.18 | $228,464.12 |
0019 | (SP) SUPERPAVE, TYPE S5(PG 76-28 E) | 411(D) 5980 | TON | 5,730.000 | 5,730.000 | 860.440 | 3,570.610 | $90.00 | $77,439.60 | $321,354.90 |
0020 | (SP) RICH INTERMEDIATE LAYER | 411(J) 6410 | TON | 4,869.000 | 4,869.000 | 987.400 | 5,080.830 | $95.00 | $93,803.00 | $482,678.85 |
0021 | COLD MILLING PAVEMENT | 412 5267 | SY | 91,764.000 | 91,764.000 | 30,473.331 | 101,285.778 | $2.00 | $60,946.66 | $202,571.55 |
0022 | CLASS C CONCRETE | 509(D) 0325 | CY | 20.000 | 20.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
0023 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 650.000 | 650.000 | 640.000 | $25.25 | $0.00 | $16,160.00 | |
0024 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 2,134.000 | 2,134.000 | 1,549.440 | 3,334.440 | $6.00 | $9,296.64 | $20,006.64 |
0025 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 4,970.000 | 4,970.000 | -353.000 | 5,013.000 | $1.40 | $-494.20 | $7,018.20 |
0026 | SAWING PAVEMENT | 619(C) 0924 | LF | 1,352.000 | 1,352.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
0027 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 4,650.000 | 4,650.000 | 3,132.000 | $15.00 | $0.00 | $46,980.00 | |
0028 | GUARDRAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 10.000 | 10.000 | 5.000 | $800.00 | $0.00 | $4,000.00 | |
0029 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 10.000 | 10.000 | 5.000 | $2,200.00 | $0.00 | $11,000.00 | |
0030 | GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | 853 9066 | EA | 112.000 | 112.000 | 92.000 | $5.00 | $0.00 | $460.00 | |
Subtotals For Category 0100/ROADWAY | $1,106,962.17 | $3,557,556.38 | ||||||||
Fed/State Project Number: IMY-0040-4(430)102 | Project: 26488(04) | Category: 0300/TRAFFIC CONTROL | ||||||||
0031 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 49,000.000 | 49,000.000 | 0.000 | $0.18 | $0.00 | $0.00 | |
0032 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 103,000.000 | 103,000.000 | 99,099.000 | $0.08 | $0.00 | $7,927.92 | |
0033 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 20,600.000 | 20,600.000 | 0.000 | $0.35 | $0.00 | $0.00 | |
0034 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 20,000.000 | 20,000.000 | 16,150.000 | $0.04 | $0.00 | $646.00 | |
0035 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 240.000 | 240.000 | 0.000 | $4.20 | $0.00 | $0.00 | |
0036 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 12,500.000 | 12,500.000 | 12,464.000 | $10.00 | $0.00 | $124,640.00 | |
0037 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 12,500.000 | 12,500.000 | 12,464.000 | $5.00 | $0.00 | $62,320.00 | |
0038 | MODULAR GLARE SCREEN (TEMPORARY) | 878(B) 8487 | SD | 11,520.000 | 11,520.000 | 1,800.000 | 7,560.000 | $0.13 | $234.00 | $982.80 |
0039 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 240.000 | 240.000 | 30.000 | 170.000 | $3.15 | $94.50 | $535.50 |
0040 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 5,040.000 | 5,040.000 | 780.000 | 4,482.000 | $1.00 | $780.00 | $4,482.00 |
0041 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 5,760.000 | 5,760.000 | 660.000 | 3,568.000 | $1.00 | $660.00 | $3,568.00 |
0042 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 2,560.000 | 2,560.000 | 510.000 | 2,798.000 | $1.05 | $535.50 | $2,937.90 |
0043 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 1,680.000 | 1,680.000 | 330.000 | 1,726.000 | $1.05 | $346.50 | $1,812.30 |
0044 | WING BARRICADES | 880(C) 8848 | SD | 480.000 | 480.000 | 60.000 | 340.000 | $0.11 | $6.60 | $37.40 |
0045 | VERTICAL PANELS | 880(D) 8854 | SD | 26,160.000 | 26,160.000 | 9,082.000 | $0.11 | $0.00 | $999.02 | |
0046 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 5,280.000 | 5,280.000 | 1,005.000 | 5,057.000 | $0.52 | $522.60 | $2,629.64 |
0047 | DRUMS | 880(F) 8878 | SD | 7,200.000 | 7,200.000 | 2,715.000 | 13,435.000 | $0.42 | $1,140.30 | $5,642.70 |
0048 | CHANNELIZER CONES | 880(G) 8890 | SD | 8,700.000 | 8,700.000 | 45.000 | 8,903.000 | $0.11 | $4.95 | $979.33 |
0049 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 350.000 | 350.000 | 0.000 | $65.00 | $0.00 | $0.00 | |
0050 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 480.000 | 480.000 | 30.000 | 170.000 | $4.20 | $126.00 | $714.00 |
Subtotals For Category 0300/TRAFFIC CONTROL | $4,450.95 | $220,854.51 | ||||||||
Fed/State Project Number: IMY-0040-4(430)102 | Project: 26488(04) | Category: 0301/TRAFFIC STRIPING | ||||||||
0051 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 40.000 | 40.000 | 0.000 | $15.50 | $0.00 | $0.00 | |
0052 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 43,472.000 | 43,472.000 | 0.000 | $0.60 | $0.00 | $0.00 | |
0053 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 7,200.000 | 7,200.000 | 0.000 | $0.61 | $0.00 | $0.00 | |
Subtotals For Category 0301/TRAFFIC STRIPING | $0.00 | $0.00 | ||||||||
Fed/State Project Number: IMY-0040-4(430)102 | Project: 26488(04) | Category: 0304/CABLE BARRIER | ||||||||
0054 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 773.000 | 773.000 | 781.460 | $35.25 | $0.00 | $27,546.47 | |
0055 | CLASS AA CONCRETE | 509(A) 0319 | CY | 49.000 | 49.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
0056 | CLASS C CONCRETE | 509(D) 0325 | CY | 135.000 | 135.000 | 0.000 | $225.00 | $0.00 | $0.00 | |
0057 | REMOVAL OF CABLE BARRIER | 619(B) 5190 | LF | 1,190.000 | 1,190.000 | 1,271.000 | $6.00 | $0.00 | $7,626.00 | |
0058 | INSTALLATION OF CABLE BARRIER SYSTEM | 628 5180 | LF | 1,190.000 | 1,190.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
0059 | HIGH-TENSION CABLE BARRIER(TL-4) | 628(B) 5125 | LF | 560.000 | 560.000 | 0.000 | $10.50 | $0.00 | $0.00 | |
0060 | END ANCHORS | 628(C) 5110 | EA | 8.000 | 8.000 | 0.000 | $3,000.00 | $0.00 | $0.00 | |
Subtotals For Category 0304/CABLE BARRIER | $0.00 | $35,172.47 | ||||||||
Fed/State Project Number: IMY-0040-4(430)102 | Project: 26488(04) | Category: 0640/CONSTRUCTION | ||||||||
0061 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | 0.750 | $2,500.00 | $625.00 | $1,875.00 |
0062 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $56,000.00 | $0.00 | $56,000.00 | |
0063 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.750 | $45,679.00 | $0.00 | $34,259.25 | |
Subtotals For Category 0640/CONSTRUCTION | $625.00 | $92,134.25 | ||||||||
Subtotals For Project IMY-0040-4(430)102 /26488(04) | $1,112,038.12 | $3,905,717.61 |