Contract ID: | 120253 | Estimate Number: | 0021 | Contract No: | 810229 | |||
Residency: | CIRCUIT ENGR. DISTRICT # 7 (05005) | Estimate Type: | Progressive | Account No: | 434500 | |||
Project Number(s): | CIRB-129C(039)RB | ||||||||||||
Primary Job Piece No: | 24949(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES COUNTY ROAD: OVER THE RED RIVER 8.0 MILES SOUTH AND 3.0 MILES WEST OF HOLLIS. PROJECT LENGTH = 0.937 MILES. | ||||||||||||
Primary County: | HARMON | ||||||||||||
Name of Road: | COUNTY ROAD | ||||||||||||
Prime Contractor: | EARTH BUILDERS, L.P. | ||||||||||||
500 GRAPEVINE HWY, SUITE 220 | |||||||||||||
HURST , TX 76054 | |||||||||||||
Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
Date Let: | 07/19/2012 | NTP Effective Date: | 10/15/2012 | Pay Period: | 09/16/2013 TO 09/30/2013 |
Date Awarded: | 08/06/2012 | Date Work Began: | 10/15/2012 | Original Contract Time: | 270 |
Date Contract Executed: | 08/17/2012 | Date Time Stopped: | Current Time Charged: | 301.00 | |
Date NTP Issued: | 09/13/2012 | Completion Date: | Current Time Allowed: | 300.00 | |
General Liability Expires: | 03/31/2014 | Workman's Comp Expires: | 03/31/2014 | Percent Time Used: | 100.33 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $7,226,160.72 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $7,176,530.30 | Participating: | $0.00 | $0.00 | $0.00 | ||
Percent Complete: | 86.36 % | Non Participating: | $6,242,504.51 | $6,165,643.31 | $76,861.20 | ||
Funds Available: | $985,656.21 | Total Earnings: | $6,242,504.51 | $6,165,643.31 | $76,861.20 | ||
Unearned Balance: | $936,025.79 | Stockpiled Materials: | $0.00 | $7.21 | $-7.21 | ||
Gross Earnings: | $6,242,504.51 | $6,165,650.52 | $76,853.99 | ||||
Other Adjustments: | $0.00 | $0.00 | $0.00 | ||||
Liq Dam/Disincentive: | $-2,000.00 | $0.00 | $-2,000.00 | ||||
TOTAL: | $6,240,504.51 | $6,165,650.52 | $74,853.99 |
Contract ID: | 120253 | Estimate Number: | 0021 | Primary JP: | 24949(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Low Air Deduction for Drilled Shafts | Approved | 07/29/2013 | 0.0 | $-3,748.52 |
002 | PC Beam Deduction | Pending | 0 | 0.0 | $-800.00 |
003 | Drilled Shaft Casing | Approved | 09/09/2013 | 30.0 | $53,378.94 |
004 | Drilled Shaft Testing | Pending | 0 | 0.0 | $9,870.00 |
005 | Omitted diaphragm reinforcing | Pending | 0 | 0.0 | $27,158.40 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
24949(04) | 0022 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0013 | $-149,088.96 |
24949(04) | 0022 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0009 | $191,684.86 |
24949(04) | 0022 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0012 | $-42,595.90 |
24949(04) | 0022 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0013 | $-85,194.00 |
24949(04) | 0022 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0012 | $-42,595.90 |
24949(04) | 0022 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0011 | $127,789.90 |
24949(04) | 0022 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0011 | $127,789.90 |
24949(04) | 0022 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0013 | $-85,194.00 |
24949(04) | 0022 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0012 | $-42,595.90 |
24949(04) | 0022 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0012 | $-42,595.89 |
24949(04) | 0022 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0013 | $-42,302.93 |
24949(04) | 0022 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0011 | $84,898.82 |
24949(04) | 0022 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0012 | $127,789.90 |
24949(04) | 0022 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0012 | $-42,595.90 |
24949(04) | 0022 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0013 | $-85,194.00 |
24949(04) | 0023 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0010 | $146,506.43 |
24949(04) | 0023 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0016 | $-18,109.56 |
24949(04) | 0023 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0015 | $-65,574.11 |
24949(04) | 0023 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0014 | $-45,837.34 |
24949(04) | 0023 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0013 | $-16,985.42 |
24949(04) | 0023 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0012 | $1,607.18 |
24949(04) | 0023 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0013 | $-1,607.18 |
24949(04) | 0029 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0015 | $-14,429.28 |
24949(04) | 0029 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0003 | $14,429.28 |
24949(04) | 0030 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0003 | $14,429.28 |
24949(04) | 0030 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0015 | $-14,429.28 |
24949(04) | 0036 | FIELD WELDING | Stockpiled Material Adjustment | 0009 | $-39.41 |
24949(04) | 0036 | FIELD WELDING | Stockpiled Material Initial Payment | 0003 | $39.41 |
24949(04) | 0037 | FIELD WELDING | Stockpiled Material Adjustment | 0010 | $-5.46 |
24949(04) | 0037 | FIELD WELDING | Stockpiled Material Initial Payment | 0003 | $222.37 |
24949(04) | 0037 | FIELD WELDING | Stockpiled Material Closure | 0021 | $-7.21 |
24949(04) | 0037 | FIELD WELDING | Stockpiled Material Adjustment | 0009 | $-209.70 |
24949(04) | 0039 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0003 | $170,401.84 |
24949(04) | 0039 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0005 | $-170,401.84 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0019 | --7.0 | $2,000.00 | $-14,000.00 |
System Application of Liquidated Damages | 0020 | -7.0 | $2,000.00 | $14,000.00 |
System Application of Liquidated Damages | 0021 | --1.0 | $2,000.00 | $-2,000.00 | Subtotals For Liquidated Damages | $-2,000.00 |
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 |
24949(04) | 0039 | DRILLED SHAFTS 72" DIAMETER | * SUBSTANDARD ITEM | 0009 | -91.00 | $1,100.00 | $-100,100.00 |
24949(04) | 0039 | DRILLED SHAFTS 72" DIAMETER | * SUBSTANDARD ITEM | 0012 | 91.00 | $1,100.00 | $100,100.00 |
24949(04) | 0044 | TYPE I-A FILTER BLANKET | * Missing Material Certification | 0013 | -43.58 | $40.00 | $-1,743.20 |
24949(04) | 0044 | TYPE I-A FILTER BLANKET | * Missing Material Certification | 0014 | -44.34 | $40.00 | $-1,773.60 |
24949(04) | 0044 | TYPE I-A FILTER BLANKET | * Missing Material Certification | 0015 | 87.92 | $40.00 | $3,516.80 | Subtotals For Line Item Adjustments | $0.00 | * = 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: | 120253 | Estimate Number: | 0021 | Primary JP: | 24949(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-129C(039)RB | Project: 24949(04) | Category: 0100/ROADWAY | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 1,572.000 | 1,572.000 | 1,572.000 | $10.00 | $0.00 | $15,720.00 | |
0002 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 1,000.000 | 1,000.000 | 2,000.000 | $10.00 | $0.00 | $20,000.00 | |
0003 | EARTHWORK | 202(H) 0185 | LSUM | 1.000 | 1.000 | 0.700 | $350,000.00 | $0.00 | $245,000.00 | |
0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 4,450.000 | 4,450.000 | 4,220.700 | $2.00 | $0.00 | $8,441.40 | |
0005 | SEEDING METHOD B | 232(B) 2814 | AC | 9.900 | 9.900 | 0.000 | $1,000.00 | $0.00 | $0.00 | |
0006 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 9.900 | 9.900 | 0.000 | $1,000.00 | $0.00 | $0.00 | |
0007 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 1,750.000 | 1,750.000 | 0.000 | $65.00 | $0.00 | $0.00 | |
0008 | PROCESSING EXISTING BASE & SURFACE, METHOD A | 311(A) 0151 | LF | 1,146.840 | 1,146.840 | 0.000 | $20.00 | $0.00 | $0.00 | |
0009 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 104.000 | 104.000 | 0.000 | $40.00 | $0.00 | $0.00 | |
0010 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 1,100.000 | 1,100.000 | 0.000 | $110.00 | $0.00 | $0.00 | |
0011 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 1,100.000 | 1,100.000 | 0.000 | $110.00 | $0.00 | $0.00 | |
0012 | CLASS C CONCRETE | 509(D) 0325 | CY | 10.000 | 10.000 | 0.000 | $350.00 | $0.00 | $0.00 | |
0013 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 85.000 | 85.000 | 0.000 | $65.00 | $0.00 | $0.00 | |
0014 | GATES-STYLE WWF (4.5'HIGH X 16'LONG) | 624(B) 4466 | EA | 4.000 | 4.000 | 0.000 | $750.00 | $0.00 | $0.00 | |
0015 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 7,244.000 | 7,244.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0016 | PORTABLE LONGITUDINAL BARRIER | 877(A) 8483 | LF | 212.500 | 212.500 | 0.000 | $45.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $0.00 | $289,161.40 | ||||||||
Fed/State Project Number: CIRB-129C(039)RB | Project: 24949(04) | Category: 0101/WORK ROAD | ||||||||
0017 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 5,982.000 | 5,982.000 | 7,142.780 | $10.00 | $0.00 | $71,427.80 | |
0018 | TYPE I PLAIN RIPRAP | 601(A) 1351 | TON | 1,197.000 | 1,197.000 | 0.000 | $45.00 | $0.00 | $0.00 | |
0019 | 71" X 47" CORR. GALV. STEEL PIPE ARCH | 613(B) 4534 | LF | 308.000 | 308.000 | 308.000 | $100.00 | $0.00 | $30,800.00 | |
Subtotals For Category 0101/WORK ROAD | $0.00 | $102,227.80 | ||||||||
Fed/State Project Number: CIRB-129C(039)RB | Project: 24949(04) | Category: 0200/BRIDGE 'A' | ||||||||
0020 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 240.000 | 240.000 | 240.000 | $12.00 | $0.00 | $2,880.00 | |
0021 | GRANULAR BACKFILL | 501(F) 6352 | CY | 148.000 | 148.000 | 72.000 | 72.000 | $70.00 | $5,040.00 | $5,040.00 |
0022 | PRESTRESSED CONCRETE BEAMS (TYPE J BT) | 503(A) 6290 | LF | 5,786.700 | 5,786.700 | 5,786.700 | $220.00 | $0.00 | $1,273,074.00 | |
0023 | PRESTRESSED CONCRETE DECK PANELS | 503(C) 6175 | SF | 28,320.000 | 28,320.000 | 28,266.670 | $10.00 | $0.00 | $282,666.70 | |
0024 | INSERTS | 504 6176 | EA | 644.000 | 644.000 | 639.000 | $22.00 | $0.00 | $14,058.00 | |
0025 | SAW-CUT GROOVING | 504(B) 1305 | SY | 4,490.000 | 4,490.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0026 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 175.850 | 175.850 | 175.850 | $200.00 | $0.00 | $35,170.00 | |
0027 | CONCRETE RAIL (TR3) | 504(D) 6239 | LF | 2,977.200 | 2,977.200 | 1,019.160 | 2,907.320 | $70.00 | $71,341.20 | $203,512.40 |
0028 | STRUCTURAL STEEL | 506(A) 1322 | LB | 10,060.000 | 10,060.000 | 10,060.000 | $3.50 | $0.00 | $35,210.00 | |
0029 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 40.000 | 40.000 | 40.000 | $1,500.00 | $0.00 | $60,000.00 | |
0030 | WEATHERING STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6176 | EA | 40.000 | 40.000 | 40.000 | $1,500.00 | $0.00 | $60,000.00 | |
0031 | CLASS AA CONCRETE | 509(A) 1326 | CY | 1,172.000 | 1,172.000 | 1,172.000 | $650.00 | $0.00 | $761,800.00 | |
0032 | CLASS A CONCRETE | 509(B) 1328 | CY | 451.500 | 451.500 | 451.500 | $550.00 | $0.00 | $248,325.00 | |
0033 | REINFORCING STEEL | 511(A) 1332 | LB | 290,010.000 | 290,010.000 | 309,736.200 | $1.20 | $0.00 | $371,683.43 | |
0034 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 260.000 | 260.000 | 283.340 | $30.00 | $0.00 | $8,500.20 | |
0035 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 1,440.000 | 1,440.000 | 1,440.000 | $32.00 | $0.00 | $46,080.00 | |
0036 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 260.000 | 260.000 | 283.340 | $35.00 | $0.00 | $9,916.90 | |
0037 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 1,440.000 | 1,440.000 | 0.000 | 1,393.280 | $35.00 | $0.00 | $48,764.80 |
0038 | (SP)CLASS T CONCRETE | 516 6200 | CY | 350.000 | 350.000 | 100.000 | $500.00 | $0.00 | $50,000.00 | |
0039 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 1,515.000 | 1,515.000 | 1,575.280 | $1,100.00 | $0.00 | $1,732,808.00 | |
0040 | (SP)RE-DRILL GROUTED SHAFTS | 516(A) 6200 | LF | 450.000 | 450.000 | 99.200 | $250.00 | $0.00 | $24,800.00 | |
0041 | CROSSHOLE SONIC LOGGING | 516(C) 6200 | EA | 18.000 | 18.000 | 19.000 | $1,000.00 | $0.00 | $19,000.00 | |
0042 | CSL ACCESS TUBES | 516(D) 6400 | LF | 11,186.000 | 11,186.000 | 11,144.770 | $8.00 | $0.00 | $89,158.16 | |
0043 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 500.000 | 500.000 | 173.710 | $50.00 | $0.00 | $8,685.50 | |
0044 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 500.000 | 500.000 | 87.920 | $40.00 | $0.00 | $3,516.80 | |
0045 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 64.000 | 64.000 | 32.000 | 64.000 | $15.00 | $480.00 | $960.00 |
0046 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 26.000 | 26.000 | 0.000 | $15.00 | $0.00 | $0.00 | |
0047 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.000 | $175,000.00 | $0.00 | $0.00 | |
0048 | GUARDRAIL ANCHOR UNIT (TYPE II) | 623(F) 6033 | EA | 4.000 | 4.000 | 0.000 | $2,300.00 | $0.00 | $0.00 | |
0049 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.700 | $10,000.00 | $0.00 | $7,000.00 | |
8000 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-2,667.75 | $0.00 | $-2,667.75 | |
8001 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-1,080.77 | $0.00 | $-1,080.77 | |
8003 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 236.190 | 236.190 | $226.00 | $0.00 | $53,378.94 | |
Subtotals For Category 0200/BRIDGE 'A' | $76,861.20 | $5,452,240.31 | ||||||||
Fed/State Project Number: CIRB-129C(039)RB | Project: 24949(04) | Category: 0600/STAKING | ||||||||
0050 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.750 | $35,000.00 | $0.00 | $26,250.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $26,250.00 | ||||||||
Fed/State Project Number: CIRB-129C(039)RB | Project: 24949(04) | Category: 0640/CONSTRUCTION | ||||||||
0051 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $3,500.00 | $0.00 | $2,625.00 | |
0052 | FIELD OFFICE | 640(A) 1398 | EA | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
0053 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $350,000.00 | $0.00 | $350,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $372,625.00 | ||||||||
Subtotals For Project CIRB-129C(039)RB /24949(04) | $76,861.20 | $6,242,504.51 |