Contract ID: | 110203 | Estimate Number: | 0011 | Contract No: | 710572 | |||
Residency: | DUNCAN (07100) | Estimate Type: | Progressive | Account No: | 434700 | |||
Project Number(s): | CIRB-134C(065)RB | ||||||||||||
Primary Job Piece No: | 24971(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, AND SURFACE COUNTY ROAD (NS-278): FROM US-70 EXTEND SOUTH. PROJECT LENGTH = 5.027 MILES | ||||||||||||
Primary County: | JEFFERSON | ||||||||||||
Name of Road: | COUNTY ROAD (NS-278) | ||||||||||||
Prime Contractor: | OVERLAND CORPORATION | ||||||||||||
P. O. BOX 1947 | |||||||||||||
ARDMORE , OK 73402 | |||||||||||||
Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
Date Let: | 10/20/2011 | NTP Effective Date: | 02/06/2012 | Pay Period: | 08/01/2012 TO 08/31/2012 |
Date Awarded: | 11/07/2011 | Date Work Began: | 02/06/2012 | Original Contract Time: | 150 |
Date Contract Executed: | 11/17/2011 | Date Time Stopped: | Current Time Charged: | 147.00 | |
Date NTP Issued: | 11/22/2011 | Completion Date: | Current Time Allowed: | 150.00 | |
General Liability Expires: | 08/01/2013 | Workman's Comp Expires: | 08/01/2013 | Percent Time Used: | 98.00 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $2,787,256.70 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $2,787,256.70 | Participating: | $0.00 | $0.00 | $0.00 | ||
Percent Complete: | 92.18 % | Non Participating: | $2,593,447.02 | $2,536,753.42 | $56,693.60 | ||
Funds Available: | $217,951.00 | Total Earnings: | $2,593,447.02 | $2,536,753.42 | $56,693.60 | ||
Unearned Balance: | $217,951.00 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $2,593,447.02 | $2,536,753.42 | $56,693.60 | ||||
Other Adjustments: | $-24,141.32 | $-24,141.32 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $2,569,305.70 | $2,512,612.10 | $56,693.60 |
Contract ID: | 110203 | Estimate Number: | 0011 | Primary JP: | 24971(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Adds Gates on Noble Wray | Pending | 0 | 0.0 | $2,583.06 |
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 |
24971(04) | 0003 | TEMPORARY SILT FENCE | * TEST CODE | 0001 | 0.00 | $0.00 | $-17,559.35 |
24971(04) | 0003 | TEMPORARY SILT FENCE | * Missing Material Certification | 0002 | 0.00 | $0.00 | $17,559.35 |
24971(04) | 0005 | TEMPORARY SILT DIKE | * Missing Material Certification | 0003 | 0.00 | $0.00 | $-892.50 |
24971(04) | 0005 | TEMPORARY SILT DIKE | * Missing Material Certification | 0004 | 0.00 | $0.00 | $892.50 |
24971(04) | 0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0005 | 0.00 | $0.00 | $-22,507.45 |
24971(04) | 0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 2,061.71 | $0.56 | $1,162.50 |
24971(04) | 0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0007 | 0.00 | $0.00 | $-4,207.00 |
24971(04) | 0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 767.27 | $0.56 | $432.63 |
24971(04) | 0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 669.50 | $0.77 | $518.09 |
24971(04) | 0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 2,399.51 | $0.77 | $1,856.86 |
24971(04) | 0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 2,174.38 | $0.64 | $1,401.17 |
24971(04) | 0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 185.80 | $0.88 | $164.32 |
24971(04) | 0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 3,981.53 | $0.88 | $3,521.27 |
24971(04) | 0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0010 | 0.00 | $0.00 | $-2,038.50 |
24971(04) | 0014 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0003 | 0.00 | $0.00 | $-738.80 |
24971(04) | 0014 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0004 | 0.00 | $0.00 | $-9,303.00 |
24971(04) | 0014 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0005 | 0.00 | $0.00 | $-519.27 |
24971(04) | 0014 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0006 | 0.00 | $0.00 | $-504.63 |
24971(04) | 0014 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0006 | 0.00 | $0.00 | $9,303.00 |
24971(04) | 0014 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0007 | 0.00 | $0.00 | $-2,682.51 | Subtotals For Line Item Adjustments | $-24,141.32 | * = 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: | 110203 | Estimate Number: | 0011 | Primary JP: | 24971(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-134C(065)RB | Project: 24971(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $21,000.00 | $0.00 | $21,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 17,039.000 | 17,039.000 | 17,039.000 | $9.50 | $0.00 | $161,870.50 | |
0003 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 47,496.000 | 47,496.000 | 23,774.000 | $1.15 | $0.00 | $27,340.10 | |
0004 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 34.000 | 34.000 | 0.000 | $240.00 | $0.00 | $0.00 | |
0005 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 336.000 | 336.000 | 119.000 | $7.50 | $0.00 | $892.50 | |
0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 42,858.000 | 42,858.000 | 49,280.000 | 49,280.000 | $1.12 | $55,193.60 | $55,193.60 |
0007 | SEEDING METHOD B | 232(B) 2814 | AC | 8.850 | 8.850 | 0.000 | $440.00 | $0.00 | $0.00 | |
0008 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 8.850 | 8.850 | 0.000 | $460.00 | $0.00 | $0.00 | |
0009 | FLY ASH | 307(A) 4200 | TON | 3,316.000 | 3,316.000 | 3,717.600 | $67.00 | $0.00 | $249,079.20 | |
0010 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 76,691.000 | 76,691.000 | 76,691.340 | $2.20 | $0.00 | $168,720.94 | |
0011 | PRIME COAT | 408 5774 | GAL | 18,572.000 | 18,572.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 15,827.000 | 15,827.000 | 0.000 | 14,729.880 | $63.50 | $0.00 | $935,347.41 |
0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 7,716.000 | 7,716.000 | 0.000 | 7,665.840 | $75.50 | $0.00 | $578,770.93 |
0014 | CLASS AA CONCRETE | 509(A) 0319 | CY | 138.000 | 138.000 | 137.370 | $1,050.00 | $0.00 | $144,238.50 | |
0015 | CLASS C CONCRETE | 509(D) 0325 | CY | 20.000 | 20.000 | 0.000 | $350.00 | $0.00 | $0.00 | |
0016 | REINFORCING STEEL | 511(A) 0332 | LB | 19,883.000 | 19,883.000 | 19,856.560 | $1.00 | $0.00 | $19,856.56 | |
0017 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 9.000 | 9.000 | 0.000 | $49.00 | $0.00 | $0.00 | |
0018 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 84.000 | 84.000 | 0.000 | 84.000 | $57.00 | $0.00 | $4,788.00 |
0019 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 32.000 | 32.000 | 0.000 | 32.000 | $100.00 | $0.00 | $3,200.00 |
0020 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 64.000 | 64.000 | 64.000 | $29.00 | $0.00 | $1,856.00 | |
0021 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 30.000 | 30.000 | 30.000 | $35.00 | $0.00 | $1,050.00 | |
0022 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(B) 4527 | LF | 450.000 | 450.000 | 465.000 | $40.00 | $0.00 | $18,600.00 | |
0023 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(B) 4528 | LF | 56.000 | 56.000 | 56.000 | $67.00 | $0.00 | $3,752.00 | |
0024 | 21" X 15" PREFAB. CULVERT END SECTION, ARCH | 613(L) 4504 | EA | 30.000 | 30.000 | 30.000 | $285.00 | $0.00 | $8,550.00 | |
0025 | 28" X 20" PREFAB. CULVERT END SECTION, ARCH | 613(L) 4516 | EA | 4.000 | 4.000 | 4.000 | $560.00 | $0.00 | $2,240.00 | |
0026 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 4.000 | 4.000 | 4.000 | $365.00 | $0.00 | $1,460.00 | |
0027 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 6.000 | 6.000 | 6.000 | $920.00 | $0.00 | $5,520.00 | |
0028 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5732 | EA | 2.000 | 2.000 | 2.000 | $1,000.00 | $0.00 | $2,000.00 | |
0029 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
0030 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 76,669.000 | 76,669.000 | 64,326.010 | $0.85 | $0.00 | $54,677.11 | |
0031 | FENCE-STYLE SWF (4 BARBED WIRE) | 624(C) 4458 | LF | 107.000 | 107.000 | 0.000 | 107.000 | $4.10 | $0.00 | $438.70 |
0032 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 3,350.000 | 3,350.000 | 0.000 | 5,535.000 | $4.10 | $0.00 | $22,693.50 |
0033 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 7.000 | 7.000 | 7.000 | $110.00 | $0.00 | $770.00 | |
0034 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 4.000 | 4.000 | 4.000 | $110.00 | $0.00 | $440.00 | |
0035 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 63.230 | 63.230 | 63.230 | $12.25 | $0.00 | $774.57 | |
0036 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 144.000 | 144.000 | 144.000 | $10.25 | $0.00 | $1,476.00 | |
0037 | TRAFFIC STRIPE(PAINT)(4" WIDE) | 854(A) 8800 | LF | 53,094.000 | 53,094.000 | 31,930.000 | $0.13 | $0.00 | $4,150.90 | |
0038 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.150 | 0.900 | $10,000.00 | $1,500.00 | $9,000.00 |
Subtotals For Category 0100/ROADWAY | $56,693.60 | $2,534,747.02 | ||||||||
Fed/State Project Number: CIRB-134C(065)RB | Project: 24971(04) | Category: 0600/STAKING | ||||||||
0039 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.900 | $30,000.00 | $0.00 | $27,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $27,000.00 | ||||||||
Fed/State Project Number: CIRB-134C(065)RB | Project: 24971(04) | Category: 0640/CONSTRUCTION | ||||||||
0040 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $3,000.00 | $0.00 | $2,250.00 | |
0041 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $29,450.00 | $0.00 | $29,450.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $31,700.00 | ||||||||
Subtotals For Project CIRB-134C(065)RB /24971(04) | $56,693.60 | $2,593,447.02 |