Contract ID: | 110055 | Estimate Number: | 0009 | Contract No: | 611127 | |||
Residency: | CIRCUIT ENGR. DISTRICT # 7 (05005) | Estimate Type: | Progressive | Account No: | 436500 | |||
Project Number(s): | BRO-105D(179)CI | ||||||||||||
Primary Job Piece No: | 26656(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES COUNTY ROAD (EW-118): OVER SHORT CREEK, 2.3 MILES WEST OF THE I-40 JUNCTION. PROJECT LENGTH = 0.123 MILES | ||||||||||||
Primary County: | BECKHAM | ||||||||||||
Name of Road: | COUNTY ROAD (EW-118) | ||||||||||||
Prime Contractor: | MUNOZ CONSTRUCTION CO., INC. | ||||||||||||
1129 S.W. 27TH | |||||||||||||
OKLAHOMA CITY , OK 73109 | |||||||||||||
Surety Company: | MID-CONTINENT CASUALTY COMPANY | ||||||||||||
Date Let: | 02/17/2011 | NTP Effective Date: | 07/05/2011 | Pay Period: | 12/01/2011 TO 12/15/2011 |
Date Awarded: | 03/07/2011 | Date Work Began: | 07/05/2011 | Original Contract Time: | 120 |
Date Contract Executed: | 03/16/2011 | Date Time Stopped: | Current Time Charged: | 136.00 | |
Date NTP Issued: | 03/18/2011 | Completion Date: | Current Time Allowed: | 120.00 | |
General Liability Expires: | 02/01/2012 | Workman's Comp Expires: | 02/01/2012 | Percent Time Used: | 113.33 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $345,334.75 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $345,334.75 | Participating: | $319,737.05 | $253,551.51 | $66,185.54 | ||
Percent Complete: | 89.72 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $35,499.28 | Total Earnings: | $319,737.05 | $253,551.51 | $66,185.54 | ||
Unearned Balance: | $35,499.28 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $319,737.05 | $253,551.51 | $66,185.54 | ||||
Other Adjustments: | $-1,901.58 | $0.00 | $-1,901.58 | ||||
Liq Dam/Disincentive: | $-8,000.00 | $-3,500.00 | $-4,500.00 | ||||
TOTAL: | $309,835.47 | $250,051.51 | $59,783.96 |
Contract ID: | 110055 | Estimate Number: | 0009 | Primary JP: | 26656(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Add Contract Time | Pending | 0 | 8.0 | $0.00 |
002 | Undercut/Subgrade Work | Pending | 0 | 1.0 | $3,000.00 |
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 | 0008 | -7.0 | $500.00 | $-3,500.00 |
System Application of Liquidated Damages | 0009 | -9.0 | $500.00 | $-4,500.00 |
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 |
26656(04) | 0002 | TEMPORARY SILT FENCE | * Missing Material Certification | 0003 | -436.00 | $1.80 | $-784.80 |
26656(04) | 0002 | TEMPORARY SILT FENCE | * Missing Material Certification | 0004 | 436.00 | $1.80 | $784.80 |
26656(04) | 0008 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 330.69 | $3.92 | $1,298.42 |
26656(04) | 0012 | TYPE B4 CULVERT END TREATMENT | * COMPRESSIVE STRENGTH | 0009 | -4.00 | $800.00 | $-3,200.00 | Subtotals For Line Item Adjustments | $-1,901.58 | * = User applied Line Item Adjustments |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
No milestones exist for this contract. |
Contract ID: | 110055 | Estimate Number: | 0009 | Primary JP: | 26656(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: BRO-105D(179)CI | Project: 26656(04) | Category: 0100/ROADWAY | ||||||||
0001 | EARTHWORK | 202(H) 0185 | LSUM | 1.000 | 1.000 | 0.200 | 0.950 | $50,000.00 | $10,000.00 | $47,500.00 |
0002 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,500.000 | 1,500.000 | 721.000 | 1,157.000 | $1.80 | $1,297.80 | $2,082.60 |
0003 | SOLID SLAB SODDING | 230(A) 2806 | SY | 5,800.000 | 5,800.000 | 0.000 | $1.40 | $0.00 | $0.00 | |
0004 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 1.330 | 1.330 | 0.000 | $500.00 | $0.00 | $0.00 | |
0005 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 250.000 | 250.000 | 247.920 | $45.00 | $0.00 | $11,156.40 | |
0006 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 265.000 | 265.000 | 25.800 | 307.320 | $28.00 | $722.40 | $8,604.96 |
0007 | TACK COAT | 407(B) 0250 | GAL | 154.000 | 154.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
0008 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 340.000 | 340.000 | 330.690 | 330.690 | $71.00 | $23,478.99 | $23,478.99 |
0009 | CLASS C CONCRETE | 509(D) 0325 | CY | 89.000 | 89.000 | 42.370 | 42.370 | $200.00 | $8,474.00 | $8,474.00 |
0010 | 48" CORR. GALV. STEEL PIPE | 613(B) 0694 | LF | 180.000 | 180.000 | 180.000 | $40.00 | $0.00 | $7,200.00 | |
0011 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(B) 4528 | LF | 120.000 | 120.000 | 120.000 | 120.000 | $35.00 | $4,200.00 | $4,200.00 |
0012 | TYPE B4 CULVERT END TREATMENT | 613(M) 7187 | EA | 4.000 | 4.000 | 4.000 | 4.000 | $800.00 | $3,200.00 | $3,200.00 |
0013 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 1,200.000 | 1,200.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $51,373.19 | $115,896.95 | ||||||||
Fed/State Project Number: BRO-105D(179)CI | Project: 26656(04) | Category: 0200/BRIDGE 'A' | ||||||||
0014 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 2,340.000 | 2,340.000 | 2,340.000 | $5.00 | $0.00 | $11,700.00 | |
0015 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 183.000 | 183.000 | 183.000 | $10.00 | $0.00 | $1,830.00 | |
0016 | CLASS A CONCRETE | 509(B) 1328 | CY | 339.900 | 339.900 | 339.900 | $260.00 | $0.00 | $88,374.00 | |
0017 | REINFORCING STEEL | 511(A) 1332 | LB | 66,575.000 | 66,575.000 | 66,575.000 | $0.85 | $0.00 | $56,588.75 | |
0018 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 336.000 | 336.000 | 338.610 | 338.610 | $35.00 | $11,851.35 | $11,851.35 |
0019 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 75.000 | 75.000 | 72.600 | 72.600 | $35.00 | $2,541.00 | $2,541.00 |
0020 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $8,000.00 | $0.00 | $8,000.00 | |
0021 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.100 | 0.900 | $4,200.00 | $420.00 | $3,780.00 |
Subtotals For Category 0200/BRIDGE 'A' | $14,812.35 | $184,665.10 | ||||||||
Fed/State Project Number: BRO-105D(179)CI | Project: 26656(04) | Category: 0600/STAKING | ||||||||
0022 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.950 | $4,000.00 | $0.00 | $3,800.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $3,800.00 | ||||||||
Fed/State Project Number: BRO-105D(179)CI | Project: 26656(04) | Category: 0640/CONSTRUCTION | ||||||||
0023 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $500.00 | $0.00 | $375.00 | |
0024 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $15,375.00 | ||||||||
Subtotals For Project BRO-105D(179)CI /26656(04) | $66,185.54 | $319,737.05 |