Contract ID: | 090376 | Estimate Number: | 0011 | Contract No: | 411264 | |||
Residency: | ARDMORE (07200) | Estimate Type: | Progressive | Account No: | 432700 | |||
Project Number(s): | BRO-STIM(210)CO | ||||||||||||
Primary Job Piece No: | 22668(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES COUNTY ROAD: OVER GUY SANDY CREEK, 7.6 MILES NORTH AND 0.7 MILES WEST OF SULPHUR. PROJECT LENGTH = 0.283 MILES | ||||||||||||
Primary County: | MURRAY | ||||||||||||
Name of Road: | COUNTY ROAD(EW-165) | ||||||||||||
Prime Contractor: | D. M. DOZERS, INC. | ||||||||||||
766 S. TERRY AVE. | |||||||||||||
BRADLEY , OK 73011 | |||||||||||||
Surety Company: | EMPLOYERS MUTUAL CASUALTY COMPANY | ||||||||||||
Date Let: | 04/23/2009 | NTP Effective Date: | 10/05/2009 | Pay Period: | 04/01/2010 TO 04/15/2010 |
Date Awarded: | 04/27/2009 | Date Work Began: | 10/05/2009 | Original Contract Time: | 120 |
Date Contract Executed: | 05/07/2009 | Date Time Stopped: | Current Time Charged: | 193.00 | |
Date NTP Issued: | 05/07/2009 | Completion Date: | Current Time Allowed: | 209.00 | |
General Liability Expires: | 01/01/2011 | Workman's Comp Expires: | 01/01/2011 | Percent Time Used: | 92.34 % |
Specification Year: | 1999 | Date Approved: | 04/20/2010 | ||
Current Contract Amount: | $668,021.36 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $668,021.36 | Participating: | $608,864.73 | $479,515.44 | $129,349.29 | ||
Percent Complete: | 91.96 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $53,675.99 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $53,675.99 | Total Earnings: | $608,864.73 | $479,515.44 | $129,349.29 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $608,864.73 | $479,515.44 | $129,349.29 | ||||
Other Adjustments: | $5,480.64 | $0.00 | $5,480.64 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $614,345.37 | $479,515.44 | $134,829.93 |
Contract ID: | 090376 | Estimate Number: | 0011 | Primary JP: | 22668(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 |
22668(04) | 0021 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0004 | $49,931.97 |
22668(04) | 0021 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0007 | $-49,931.97 |
22668(04) | 0027 | PILES, FURNISHED (HP 10X420 | Stockpiled Material Adjustment | 0007 | $-3,432.00 |
22668(04) | 0027 | PILES, FURNISHED (HP 10X420 | Stockpiled Material Initial Payment | 0001 | $3,432.00 |
22668(04) | 0028 | PILES, FURNISHED (HP 12X53) | Stockpiled Material Adjustment | 0007 | $-12,881.75 |
22668(04) | 0028 | PILES, FURNISHED (HP 12X53) | Stockpiled Material Initial Payment | 0001 | $12,881.75 | 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. |
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 |
22668(04) | 0009 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 0.00 | $0.00 | $3,112.44 |
22668(04) | 0010 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 0.00 | $0.00 | $2,368.20 | Subtotals For Line Item Adjustments | $5,480.64 |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
No milestones exist for this contract. |
Contract ID: | 090376 | Estimate Number: | 0011 | Primary JP: | 22668(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-STIM(210)CO | Project: 22668(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $7,500.00 | $0.00 | $7,500.00 | |
0002 | EARTHWORK | 202(G) 0185 | LSUM | 1.000 | 1.000 | 1.000 | $90,000.00 | $0.00 | $90,000.00 | |
0003 | TEMPORARY SILT FENCE | 223 2801 | LF | 610.000 | 610.000 | 1,260.000 | $3.00 | $0.00 | $3,780.00 | |
0004 | TEMPORARY SILT DIKE | 227 0100 | LF | 375.000 | 375.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
0005 | SOLID SLAB SODDING | 230(A) 2806 | SY | 14,937.000 | 14,937.000 | 0.000 | $2.20 | $0.00 | $0.00 | |
0006 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 6.180 | 6.180 | 0.000 | $400.00 | $0.00 | $0.00 | |
0007 | AGGREGATE BASE | 303 0192 | CY | 775.000 | 775.000 | 614.230 | 831.110 | $45.00 | $27,640.35 | $37,399.95 |
0008 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 160.000 | 160.000 | 187.330 | 187.330 | $18.00 | $3,371.94 | $3,371.94 |
0009 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 751.000 | 751.000 | 751.000 | 751.000 | $67.00 | $50,317.00 | $50,317.00 |
0010 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 500.000 | 500.000 | 500.000 | 500.000 | $69.00 | $34,500.00 | $34,500.00 |
0011 | CLASS C CONCRETE | 509(D) 0325 | CY | 10.000 | 10.000 | 0.000 | $200.00 | $0.00 | $0.00 | |
0012 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 1,740.000 | 1,740.000 | 767.540 | $32.00 | $0.00 | $24,561.28 | |
0013 | 51" X 31" R.C.PIPE ARCH CLASS A-III | 613(B) 4499 | LF | 94.000 | 94.000 | 96.000 | $240.00 | $0.00 | $23,040.00 | |
0014 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(D) 4528 | LF | 116.000 | 116.000 | 116.000 | $26.00 | $0.00 | $3,016.00 | |
0015 | 28" X 20" PREFAB. CULVERT END SECTION, ARCH | 613(M) 4516 | EA | 6.000 | 6.000 | 6.000 | $150.00 | $0.00 | $900.00 | |
0016 | 51" X 31" PREFAB. CULVERT END SECTION, ARCH | 613(M) 4540 | EA | 2.000 | 2.000 | 2.000 | $2,400.00 | $0.00 | $4,800.00 | |
0017 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $2,000.00 | $0.00 | $2,000.00 | |
0018 | TRAFFIC STRIPE(PLASTIC)(THIN-LINE)(4" WIDE) | 855(A) 8815 | LF | 6,000.000 | 6,000.000 | 8,000.000 | 8,000.000 | $0.64 | $5,120.00 | $5,120.00 |
Subtotals For Category 0100/ROADWAY | $120,949.29 | $290,306.17 | ||||||||
Fed/State Project Number: BRO-STIM(210)CO | Project: 22668(04) | Category: 0200/BRIDGE 'A' | ||||||||
0019 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 96.000 | 96.000 | 96.000 | $10.00 | $0.00 | $960.00 | |
0020 | UNCLASSIFIED BACKFILL | 501(D) 6353 | CY | 114.000 | 114.000 | 114.000 | $20.00 | $0.00 | $2,280.00 | |
0021 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 396.170 | 396.170 | 396.170 | $172.00 | $0.00 | $68,141.24 | |
0022 | CONCRETE RAIL (TR1) | 504(E) 1380 | LF | 273.000 | 273.000 | 273.000 | $50.00 | $0.00 | $13,650.00 | |
0023 | STRUCTURAL STEEL | 506(A) 1322 | LB | 2,020.000 | 2,020.000 | 2,020.000 | $3.50 | $0.00 | $7,070.00 | |
0024 | CLASS AA CONCRETE | 509(A) 1326 | CY | 77.200 | 77.200 | 77.200 | $600.00 | $0.00 | $46,320.00 | |
0025 | CLASS A CONCRETE | 509(B) 1328 | CY | 63.800 | 63.800 | 63.500 | $600.00 | $0.00 | $38,100.00 | |
0026 | REINFORCING STEEL | 511(A) 1332 | LB | 26,042.000 | 26,042.000 | 26,042.000 | $0.66 | $0.00 | $17,187.72 | |
0027 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 188.000 | 188.000 | 188.000 | $22.00 | $0.00 | $4,136.00 | |
0028 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 589.000 | 589.000 | 589.000 | $30.00 | $0.00 | $17,670.00 | |
0029 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 188.000 | 188.000 | 173.430 | $20.00 | $0.00 | $3,468.60 | |
0030 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 589.000 | 589.000 | 577.690 | $20.00 | $0.00 | $11,553.80 | |
0031 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 776.000 | 776.000 | 1,066.590 | $30.00 | $0.00 | $31,997.70 | |
0032 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 229.000 | 229.000 | 216.940 | $25.00 | $0.00 | $5,423.50 | |
0033 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $12,000.00 | $0.00 | $12,000.00 | |
0034 | GUARD RAIL ANCHOR UNIT (TYPE II) | 623(F) 6033 | EA | 4.000 | 4.000 | 4.000 | 4.000 | $2,100.00 | $8,400.00 | $8,400.00 |
0035 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.750 | $2,600.00 | $0.00 | $1,950.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $8,400.00 | $290,308.56 | ||||||||
Fed/State Project Number: BRO-STIM(210)CO | Project: 22668(04) | Category: 0600/STAKING | ||||||||
0036 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $6,000.00 | $0.00 | $6,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $6,000.00 | ||||||||
Fed/State Project Number: BRO-STIM(210)CO | Project: 22668(04) | Category: 0640/CONSTRUCTION | ||||||||
0037 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $3,000.00 | $0.00 | $2,250.00 | |
0038 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $22,250.00 | ||||||||
Subtotals For Project BRO-STIM(210)CO /22668(04) | $129,349.29 | $608,864.73 |