Contract ID: | 120149 | Estimate Number: | 0011 | Contract No: | 810388 | |||
Residency: | JACOBS (04004) | Estimate Type: | Progressive | Account No: | 404400 | |||
Project Number(s): | SBR-155N(876)SB | ||||||||||||
Primary Job Piece No: | 27591(04) | ||||||||||||
Contract Description: | BRIDGE REHABILITATION I-44: OVER RENO AVENUE IN OKLAHOMA CITY. PROJECT LENGTH = 0.05 MILES. | ||||||||||||
Primary County: | OKLAHOMA | ||||||||||||
Name of Road: | I-44 | ||||||||||||
Prime Contractor: | SCR CONSTRUCTION CO., INC. | ||||||||||||
5420 FM 2218 RD. | |||||||||||||
RICHMOND , TX 77469 | |||||||||||||
Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
Date Let: | 08/16/2012 | NTP Effective Date: | 01/07/2013 | Pay Period: | 09/01/2013 TO 09/30/2013 |
Date Awarded: | 09/10/2012 | Date Work Began: | 12/17/2012 | Original Contract Time: | 90 |
Date Contract Executed: | 09/28/2012 | Date Time Stopped: | Current Time Charged: | 114.00 | |
Date NTP Issued: | 10/08/2012 | Completion Date: | Current Time Allowed: | 121.00 | |
General Liability Expires: | 04/01/2014 | Workman's Comp Expires: | 04/01/2014 | Percent Time Used: | 94.21 % |
Specification Year: | 2009 | Date Approved: | 10/03/2013 | ||
Current Contract Amount: | $747,316.45 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $657,392.00 | Participating: | $0.00 | $0.00 | $0.00 | ||
Percent Complete: | 93.43 % | Non Participating: | $954,389.31 | $942,386.11 | $12,003.20 | ||
Funds Available: | $49,068.55 | Total Earnings: | $954,389.31 | $942,386.11 | $12,003.20 | ||
Unearned Balance: | $-40,855.90 | Stockpiled Materials: | $7,828.59 | $7,828.59 | $0.00 | ||
Gross Earnings: | $962,217.90 | $950,214.70 | $12,003.20 | ||||
Other Adjustments: | $-263,970.00 | $-263,970.00 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $698,247.90 | $686,244.70 | $12,003.20 |
Contract ID: | 120149 | Estimate Number: | 0011 | Primary JP: | 27591(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Additional Funding for Overruns & Time | Approved | 06/04/2013 | 31.0 | $89,924.45 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
27591(04) | 0008 | MBrace Saturant | Stockpiled Material Initial Payment | 0004 | $120.46 |
27591(04) | 0008 | MBrace Saturant | Stockpiled Material Adjustment | 0006 | $-120.46 |
27591(04) | 0019 | MBrace Putty | Stockpiled Material Initial Payment | 0004 | $147.22 |
27591(04) | 0019 | MBrace Putty | Stockpiled Material Adjustment | 0009 | $-147.22 |
27591(04) | 0020 | Carbon Film | Stockpiled Material Initial Payment | 0004 | $2,324.99 |
27591(04) | 0020 | Thorocoat | Stockpiled Material Initial Payment | 0004 | $103.04 |
27591(04) | 0022 | Galvanized Anodes | Stockpiled Material Adjustment | 0009 | $-8,981.68 |
27591(04) | 0022 | Galvanized Anodes | Stockpiled Material Adjustment | 0005 | $-6,007.04 |
27591(04) | 0022 | Galvanized Anodes | Stockpiled Material Initial Payment | 0004 | $33,269.76 |
27591(04) | 0022 | Galvanized Anodes | Stockpiled Material Adjustment | 0006 | $-5,718.24 |
27591(04) | 0022 | Galvanized Anodes | Stockpiled Material Adjustment | 0007 | $-7,162.24 |
27591(04) | 0031 | MBrace Saturant | Stockpiled Material Initial Payment | 0004 | $120.46 |
27591(04) | 0031 | MBrace Saturant | Stockpiled Material Adjustment | 0006 | $-120.46 |
27591(04) | 0042 | MBrace Putty | Stockpiled Material Adjustment | 0007 | $-147.22 |
27591(04) | 0042 | MBrace Putty | Stockpiled Material Initial Payment | 0004 | $147.22 | Subtotals For Stockpile Payments | $7,828.59 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0008 | --11 | $500.00 | $-5,500.00 |
System Application of Liquidated Damages | 0009 | --13 | $500.00 | $-6,500.00 |
System Application of Liquidated Damages | 0010 | -24.0 | $500.00 | $12,000.00 | Subtotals For Liquidated Damages | $0.00 |
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 |
27591(04) | 0002 | CLASS C CONCRETE | * Overrun | 0006 | -29.33 | $9,000.00 | $-263,970.00 | Subtotals For Line Item Adjustments | $-263,970.00 | * = 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: | 120149 | Estimate Number: | 0011 | Primary JP: | 27591(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: SBR-155N(876)SB | Project: 27591(04) | Category: 0100/ROADWAY | ||||||||
0001 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,000.000 | 1,000.000 | 464.000 | $4.00 | $0.00 | $1,856.00 | |
0002 | CLASS C CONCRETE | 509(D) 0325 | CY | 0.300 | 0.300 | 0.000 | 29.940 | $9,000.00 | $0.00 | $269,460.00 |
0003 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 175.000 | 175.000 | 218.750 | $4.00 | $0.00 | $875.00 | |
0004 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 100.000 | 100.000 | 125.000 | $12.00 | $0.00 | $1,500.00 | |
0005 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 5.000 | $1,020.00 | $0.00 | $5,100.00 | |
Subtotals For Category 0100/ROADWAY | $0.00 | $278,791.00 | ||||||||
Fed/State Project Number: SBR-155N(876)SB | Project: 27591(04) | Category: 0200/BRIDGE A | ||||||||
0006 | CLSM BACKFILL | 501(G) 6309 | CY | 18.300 | 18.300 | 0.000 | $200.00 | $0.00 | $0.00 | |
0007 | APPROACH SLAB | 504(A) 1304 | SY | 27.400 | 27.400 | 27.440 | $280.00 | $0.00 | $7,683.20 | |
0008 | CONCRETE PARAPET | 504(E) 1381 | LF | 38.000 | 38.000 | 37.990 | $220.00 | $0.00 | $8,357.80 | |
0009 | RAPID CURE JOINT SEALANT | 504(G) 6390 | LF | 480.000 | 480.000 | 441.500 | $28.00 | $0.00 | $12,362.00 | |
0010 | STRUCTURAL STEEL | 506(A) 1322 | LB | 500.000 | 500.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0011 | CLASS AA CONCRETE | 509(A) 1326 | CY | 39.600 | 60.530 | 63.640 | $3,000.00 | $0.00 | $190,920.00 | |
0012 | SLOPE WALL (4") | 510(C) 6137 | SY | 2.800 | 2.800 | 5.910 | $800.00 | $0.00 | $4,728.00 | |
0013 | REINFORCING STEEL | 511(A) 1332 | LB | 10,049.000 | 16,759.000 | 13,808.930 | $0.75 | $0.00 | $10,356.70 | |
0014 | CLASS A BRIDGE DECK REPAIR | 513(A) 6018 | SY | 14.200 | 14.200 | 4.920 | $425.00 | $0.00 | $2,091.00 | |
0015 | CLASS B BRIDGE DECK REPAIR | 513(B) 6019 | SY | 3.600 | 3.600 | 0.000 | $450.00 | $0.00 | $0.00 | |
0016 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 15.200 | 15.200 | 0.000 | 15.200 | $35.00 | $0.00 | $532.00 |
0017 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 70.000 | 70.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
0018 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 2.800 | 2.800 | 0.000 | $65.00 | $0.00 | $0.00 | |
0019 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 20.000 | 26.000 | 13.550 | $600.00 | $0.00 | $8,130.00 | |
0020 | (SP)CARBON FIBER-REINFORCED POLYMER | 524(A) 6610 | SF | 223.800 | 0.000 | 0.000 | $46.00 | $0.00 | $0.00 | |
0021 | (SP)CORROSION INHIBITOR(SURFACE APPLIED) | 535 6130 | SY | 225.000 | 352.400 | 363.030 | $30.00 | $0.00 | $10,890.90 | |
0022 | (PL)REPAIR BRIDGE ITEM (TYPE A) | 540 4515 | EA | 753.000 | 1,081.000 | 1,047.000 | $35.00 | $0.00 | $36,645.00 | |
0023 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 306.300 | 306.300 | 80.670 | 104.280 | $60.00 | $4,840.20 | $6,256.80 |
0024 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 153.100 | 153.100 | 24.240 | 179.390 | $50.00 | $1,212.00 | $8,969.50 |
0025 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 10.800 | 10.800 | 17.350 | $90.00 | $0.00 | $1,561.50 | |
0026 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 0.700 | $4,000.00 | $0.00 | $2,800.00 | |
0027 | REMOVAL OF BRIDGE ITEM (TYPE A) | 619(B) 2510 | LSUM | 1.000 | 1.000 | 1.250 | $4,000.00 | $0.00 | $5,000.00 | |
0028 | REMOVAL OF EXISTING PARAPET | 619(B) 6252 | LF | 25.600 | 25.600 | 38.250 | $60.00 | $0.00 | $2,295.00 | |
Subtotals For Category 0200/BRIDGE A | $6,052.20 | $319,579.40 | ||||||||
Fed/State Project Number: SBR-155N(876)SB | Project: 27591(04) | Category: 0201/BRIDGE B | ||||||||
0029 | CLSM BACKFILL | 501(G) 6309 | CY | 17.200 | 17.200 | 0.000 | $200.00 | $0.00 | $0.00 | |
0030 | APPROACH SLAB | 504(A) 1304 | SY | 10.800 | 10.800 | 11.560 | $280.00 | $0.00 | $3,236.80 | |
0031 | CONCRETE PARAPET | 504(E) 1381 | LF | 25.300 | 25.300 | 25.300 | $220.00 | $0.00 | $5,566.00 | |
0032 | RAPID CURE JOINT SEALANT | 504(G) 6390 | LF | 612.000 | 612.000 | 730.500 | $28.00 | $0.00 | $20,454.00 | |
0033 | STRUCTURAL STEEL | 506(A) 1322 | LB | 500.000 | 500.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0034 | CLASS AA CONCRETE | 509(A) 1326 | CY | 25.100 | 29.500 | 36.840 | $3,000.00 | $0.00 | $110,520.00 | |
0035 | SLOPE WALL (4") | 510(C) 6137 | SY | 2.800 | 2.800 | 3.930 | $750.00 | $0.00 | $2,947.50 | |
0036 | REINFORCING STEEL | 511(A) 1332 | LB | 7,015.000 | 7,408.000 | 8,101.700 | $0.75 | $0.00 | $6,076.28 | |
0037 | CLASS A BRIDGE DECK REPAIR | 513(A) 6018 | SY | 18.500 | 18.500 | 30.290 | $425.00 | $0.00 | $12,873.25 | |
0038 | CLASS B BRIDGE DECK REPAIR | 513(B) 6019 | SY | 4.600 | 4.600 | 0.000 | $450.00 | $0.00 | $0.00 | |
0039 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 27.900 | 27.900 | 0.000 | 27.900 | $35.00 | $0.00 | $976.50 |
0040 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 47.000 | 47.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
0041 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 1.900 | 1.900 | 0.000 | $65.00 | $0.00 | $0.00 | |
0042 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 31.600 | 31.600 | 47.270 | $600.00 | $0.00 | $28,362.00 | |
0043 | (SP)CORROSION INHIBITOR(SURFACE APPLIED) | 535 6130 | SY | 155.700 | 155.700 | 176.710 | $30.00 | $0.00 | $5,301.30 | |
0044 | (PL)REPAIR BRIDGE ITEM (TYPE A) | 540 4515 | EA | 393.000 | 393.000 | 251.000 | $35.00 | $0.00 | $8,785.00 | |
0045 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 306.300 | 306.300 | 80.650 | 104.260 | $60.00 | $4,839.00 | $6,255.60 |
0046 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 153.200 | 153.200 | 22.240 | 177.430 | $50.00 | $1,112.00 | $8,871.50 |
0047 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 10.800 | 10.800 | 11.860 | $90.00 | $0.00 | $1,067.40 | |
0048 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 0.700 | $4,000.00 | $0.00 | $2,800.00 | |
0049 | REMOVAL OF BRIDGE ITEM (TYPE A) | 619(B) 2510 | LSUM | 1.000 | 1.000 | 1.000 | $4,000.00 | $0.00 | $4,000.00 | |
0050 | REMOVAL OF EXISTING PARAPET | 619(B) 6252 | LF | 25.600 | 25.600 | 25.300 | $60.00 | $0.00 | $1,518.00 | |
Subtotals For Category 0201/BRIDGE B | $5,951.00 | $229,611.13 | ||||||||
Fed/State Project Number: SBR-155N(876)SB | Project: 27591(04) | Category: 0300/TRAFFIC | ||||||||
0051 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 1,500.000 | 1,500.000 | 1,248.000 | $1.20 | $0.00 | $1,497.60 | |
0052 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 1,500.000 | 1,500.000 | 454.000 | $3.20 | $0.00 | $1,452.80 | |
0053 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 857(C) 8851 | LF | 2,160.000 | 2,160.000 | 1,528.000 | $0.70 | $0.00 | $1,069.60 | |
0054 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 2,118.000 | 2,118.000 | 1,066.000 | $1.00 | $0.00 | $1,066.00 | |
0055 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 210.000 | 210.000 | 25.000 | $4.00 | $0.00 | $100.00 | |
0056 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 1,400.000 | 1,400.000 | 1,920.000 | $9.20 | $0.00 | $17,664.00 | |
0057 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 2,800.000 | 2,800.000 | 0.000 | $2.50 | $0.00 | $0.00 | |
0058 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 270.000 | 270.000 | 75.000 | $1.00 | $0.00 | $75.00 | |
0059 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 990.000 | 990.000 | 1,731.000 | $0.02 | $0.00 | $34.62 | |
0060 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 8,280.000 | 8,280.000 | 4,090.000 | $0.02 | $0.00 | $81.80 | |
0061 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 2,520.000 | 2,520.000 | 4,487.000 | $0.05 | $0.00 | $224.35 | |
0062 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 7,560.000 | 7,560.000 | 401.000 | $0.02 | $0.00 | $8.02 | |
0063 | WING BARRICADES | 880(C) 8848 | SD | 630.000 | 630.000 | 864.000 | $0.05 | $0.00 | $43.20 | |
0064 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 1,710.000 | 1,710.000 | 7,472.000 | $1.00 | $0.00 | $7,472.00 | |
0065 | (PL) CONSTRUCTION ZONE SEQUENTIAL LIGHTING SYSTEM | 880(E) 8900 | LSUM | 1.000 | 1.000 | 1.000 | $12,350.00 | $0.00 | $12,350.00 | |
0066 | DRUMS | 880(F) 8878 | SD | 12,780.000 | 12,780.000 | 6,057.000 | $0.02 | $0.00 | $121.14 | |
0067 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 1,080.000 | 1,080.000 | 476.000 | $60.00 | $0.00 | $28,560.00 | |
0068 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 720.000 | 720.000 | 354.000 | $0.10 | $0.00 | $35.40 | |
0069 | (PL)TRAFFIC ITEMS | 890 7700 | LSUM | 1.000 | 1.000 | 0.830 | $11,075.00 | $0.00 | $9,192.25 | |
Subtotals For Category 0300/TRAFFIC | $0.00 | $81,047.78 | ||||||||
Fed/State Project Number: SBR-155N(876)SB | Project: 27591(04) | Category: 0640/CONSTRUCTION | ||||||||
0070 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 0.810 | $56,000.00 | $0.00 | $45,360.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $45,360.00 | ||||||||
Subtotals For Project SBR-155N(876)SB /27591(04) | $12,003.20 | $954,389.31 |