Contract ID: | 120017 | Estimate Number: | 0016 | Contract No: | 711167 | |||
Residency: | JACOBS (08004) | Estimate Type: | Progressive | Account No: | 400850 | |||
Project Number(s): | STP-158B(182)UR | ||||||||||||
Primary Job Piece No: | 27812(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES CITY STREET (EAST CENTRAL AVENUE): OVER TAR CREEK 0.25 MILES WEST OF ELM STREET IN THE CITY OF MIAMI. PROJECT LENGTH = 0.238 MILES. | ||||||||||||
Primary County: | OTTAWA | ||||||||||||
Name of Road: | CITY STREET | ||||||||||||
Prime Contractor: | B & B BRIDGE COMPANY, LLC | ||||||||||||
411 SIXTH STREET | |||||||||||||
ST. PAUL , KS 66771 | |||||||||||||
Surety Company: | WESTERN SURETY COMPANY | ||||||||||||
Date Let: | 04/19/2012 | NTP Effective Date: | 08/06/2012 | Pay Period: | 04/01/2013 TO 08/31/2013 |
Date Awarded: | 05/07/2012 | Date Work Began: | 07/23/2012 | Original Contract Time: | 120 |
Date Contract Executed: | 05/18/2012 | Date Time Stopped: | Current Time Charged: | 197.00 | |
Date NTP Issued: | 05/31/2012 | Completion Date: | Current Time Allowed: | 120.00 | |
General Liability Expires: | 03/31/2014 | Workman's Comp Expires: | 03/31/2014 | Percent Time Used: | 164.17 % |
Specification Year: | 2009 | Date Approved: | 09/06/2013 | ||
Current Contract Amount: | $1,756,604.03 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $1,745,041.78 | Participating: | $1,722,304.67 | $1,712,643.43 | $9,661.24 | ||
Percent Complete: | 94.76 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $92,082.73 | Total Earnings: | $1,722,304.67 | $1,712,643.43 | $9,661.24 | ||
Unearned Balance: | $80,520.48 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $1,722,304.67 | $1,712,643.43 | $9,661.24 | ||||
Other Adjustments: | $-33.37 | $-33.37 | $0.00 | ||||
Liq Dam/Disincentive: | $-57,750.00 | $-57,750.00 | $0.00 | ||||
TOTAL: | $1,664,521.30 | $1,654,860.06 | $9,661.24 |
Contract ID: | 120017 | Estimate Number: | 0016 | Primary JP: | 27812(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Add Pay Item for Removal of Concrete Pavement w/AC overlay | Approved | 01/07/2013 | 0.0 | $7,162.25 |
002 | This change order adds TBSC Type E to the contract | Approved | 02/14/2013 | 0.0 | $4,400.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
27812(04) | 0032 | Prestressed Concrete Beams (Type II) | Stockpiled Material Adjustment | 0007 | $-129,654.27 |
27812(04) | 0032 | Prestressed Concrete Beams (Type II) | Stockpiled Material Initial Payment | 0001 | $129,654.27 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0009 | --11 | $750.00 | $-8,250.00 |
System Application of Liquidated Damages | 0010 | --15 | $750.00 | $-11,250.00 |
System Application of Liquidated Damages | 0011 | --14 | $750.00 | $-10,500.00 |
System Application of Liquidated Damages | 0012 | --14 | $750.00 | $-10,500.00 |
System Application of Liquidated Damages | 0013 | --16 | $750.00 | $-12,000.00 |
System Application of Liquidated Damages | 0014 | --6.0 | $750.00 | $-4,500.00 |
System Application of Liquidated Damages | 0015 | --1.0 | $750.00 | $-750.00 | Subtotals For Liquidated Damages | $-57,750.00 |
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 |
27812(04) | 0011 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 774.39 | $-0.02 | $-20.33 |
27812(04) | 0011 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 17.90 | $-0.02 | $-0.47 |
27812(04) | 0012 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 404.94 | $-0.03 | $-12.15 |
27812(04) | 0012 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 14.10 | $-0.03 | $-0.42 | Subtotals For Line Item Adjustments | $-33.37 |
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: | 120017 | Estimate Number: | 0016 | Primary JP: | 27812(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: STP-158B(182)UR | Project: 27812(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $12,000.00 | $0.00 | $12,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 1,940.000 | 1,940.000 | 1,940.000 | $4.00 | $0.00 | $7,760.00 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 9,660.000 | 9,660.000 | 9,660.000 | $12.00 | $0.00 | $115,920.00 | |
0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 2,270.000 | 2,270.000 | 1,921.000 | $2.75 | $0.00 | $5,282.75 | |
0005 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 250.000 | 250.000 | 252.000 | $7.00 | $0.00 | $1,764.00 | |
0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 6,210.000 | 6,210.000 | 4,954.480 | 11,164.480 | $1.95 | $9,661.24 | $21,770.74 |
0007 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 2.600 | 2.600 | 0.000 | $695.00 | $0.00 | $0.00 | |
0008 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 3,685.000 | 3,685.000 | 3,310.460 | $7.75 | $0.00 | $25,656.06 | |
0009 | TACK COAT | 407(B) 0250 | GAL | 472.000 | 472.000 | 150.000 | $2.53 | $0.00 | $379.50 | |
0010 | PRIME COAT | 408 5774 | GAL | 774.000 | 774.000 | 0.000 | 210.000 | $5.27 | $0.00 | $1,106.70 |
0011 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 880.000 | 880.000 | 792.290 | $74.00 | $0.00 | $58,629.46 | |
0012 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 360.000 | 360.000 | 419.040 | $80.00 | $0.00 | $33,523.20 | |
0013 | CLASS C CONCRETE | 509(D) 0325 | CY | 10.000 | 10.000 | 4.900 | $350.00 | $0.00 | $1,715.00 | |
0014 | 1'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1513 | LF | 2,052.000 | 2,052.000 | 2,030.000 | $15.00 | $0.00 | $30,450.00 | |
0015 | 6" CONCRETE SIDEWALK | 610(A) 0605 | SY | 975.000 | 975.000 | 934.060 | $33.00 | $0.00 | $30,823.98 | |
0016 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 17.000 | 17.000 | 17.000 | $150.00 | $0.00 | $2,550.00 | |
0017 | TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 36.000 | 36.000 | 32.000 | $40.00 | $0.00 | $1,280.00 | |
0018 | INLET CI DES. 2 (STD) | 611(G) 5112 | EA | 2.000 | 2.000 | 2.000 | $2,900.00 | $0.00 | $5,800.00 | |
0019 | ADDITIONAL DEPTH IN INLET | 611(H) 5196 | VF | 1.660 | 1.660 | 0.000 | 1.080 | $300.00 | $0.00 | $324.00 |
0020 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 1.000 | 1.000 | 1.000 | $300.00 | $0.00 | $300.00 | |
0021 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 58.000 | 58.000 | 59.750 | $38.00 | $0.00 | $2,270.50 | |
0022 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 64.000 | 64.000 | 64.000 | $30.00 | $0.00 | $1,920.00 | |
0023 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 2.000 | 2.000 | 2.000 | $400.00 | $0.00 | $800.00 | |
0024 | TYPE B4 CULVERT END TREATMENT | 613(M) 7187 | EA | 1.000 | 1.000 | 1.000 | $700.00 | $0.00 | $700.00 | |
0025 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $2,500.00 | $0.00 | $2,500.00 | |
0026 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 3,615.000 | 0.000 | 0.000 | 149.900 | $3.85 | $0.00 | $577.11 |
0027 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 100.000 | 100.000 | 100.000 | $16.00 | $0.00 | $1,600.00 | |
0028 | GUARDRAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 2.000 | 2.000 | 2.000 | $500.00 | $0.00 | $1,000.00 | |
0029 | GUARDRAIL ANCHOR UNIT (TYPE D-BF) | 623(F) 5686 | EA | 2.000 | 2.000 | 2.000 | $1,250.00 | $0.00 | $2,500.00 | |
8001 | REMOVAL OF CONC.PAV.W/ASPH.OVERLAY | 619(B) 4763 | SY | 0.000 | 3,100.000 | 2,958.330 | $6.80 | $0.00 | $20,116.64 | |
8002 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 0.000 | 200.000 | 0.000 | 119.160 | $22.00 | $0.00 | $2,621.52 |
Subtotals For Category 0100/ROADWAY | $9,661.24 | $393,641.16 | ||||||||
Fed/State Project Number: STP-158B(182)UR | Project: 27812(04) | Category: 0200/BRIDGE 'A' | ||||||||
0030 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 310.000 | 310.000 | 310.000 | $20.00 | $0.00 | $6,200.00 | |
0031 | CLSM BACKFILL | 501(G) 6309 | CY | 120.000 | 120.000 | 120.000 | $100.00 | $0.00 | $12,000.00 | |
0032 | PRESTRESSED CONCRETE BEAMS (TYPE II) | 503(A) 1311 | LF | 920.000 | 920.000 | 920.000 | $225.00 | $0.00 | $207,000.00 | |
0033 | BRIDGE TRAFFIC RAIL | 504 6179 | LF | 502.900 | 502.900 | 502.900 | $110.00 | $0.00 | $55,319.00 | |
0034 | APPROACH SLAB | 504(A) 1304 | SY | 286.800 | 286.800 | 286.800 | $190.00 | $0.00 | $54,492.00 | |
0035 | SAW-CUT GROOVING | 504(B) 1305 | SY | 933.800 | 933.800 | 933.800 | $4.05 | $0.00 | $3,781.89 | |
0036 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 47.630 | 47.630 | 47.630 | $450.00 | $0.00 | $21,433.50 | |
0037 | HANDRAILING | 504(F) 6006 | LF | 209.750 | 209.750 | 209.750 | $145.00 | $0.00 | $30,413.75 | |
0038 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,590.000 | 1,590.000 | 1,590.000 | $3.00 | $0.00 | $4,770.00 | |
0039 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 20.000 | 20.000 | 20.000 | $1,250.00 | $0.00 | $25,000.00 | |
0040 | WEATHERING STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6176 | EA | 10.000 | 10.000 | 10.000 | $1,250.00 | $0.00 | $12,500.00 | |
0041 | CLASS AA CONCRETE | 509(A) 1326 | CY | 215.000 | 215.000 | 215.000 | $500.00 | $0.00 | $107,500.00 | |
0042 | CLASS A CONCRETE | 509(B) 1328 | CY | 214.000 | 214.000 | 214.000 | $500.00 | $0.00 | $107,000.00 | |
0043 | REINFORCING STEEL | 511(A) 1332 | LB | 3,180.000 | 3,180.000 | 3,180.000 | $1.00 | $0.00 | $3,180.00 | |
0044 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 90,170.000 | 90,170.000 | 93,214.000 | $1.00 | $0.00 | $93,214.00 | |
0045 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 100.000 | 100.000 | 100.000 | $34.50 | $0.00 | $3,450.00 | |
0046 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 386.000 | 386.000 | 386.000 | $42.00 | $0.00 | $16,212.00 | |
0047 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 100.000 | 100.000 | 84.330 | $23.00 | $0.00 | $1,939.59 | |
0048 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 386.000 | 386.000 | 379.210 | $23.00 | $0.00 | $8,721.83 | |
0049 | (PL)PILOT HOLES | 514(K) 6260 | LF | 386.000 | 386.000 | 309.590 | $186.00 | $0.00 | $57,583.74 | |
0050 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,135.000 | 1,135.000 | 1,135.000 | $3.80 | $0.00 | $4,313.00 | |
0051 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 60.000 | 60.000 | 61.410 | $2,600.00 | $0.00 | $159,666.00 | |
0052 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 47.000 | 47.000 | 47.000 | $4.00 | $0.00 | $188.00 | |
0053 | SEALER RESIN | 523(B) 6560 | GAL | 0.500 | 0.500 | 0.500 | $150.00 | $0.00 | $75.00 | |
0054 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 1,385.000 | 1,385.000 | 826.970 | $28.00 | $0.00 | $23,155.16 | |
0055 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 425.000 | 425.000 | 318.650 | $27.00 | $0.00 | $8,603.55 | |
0056 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 97.000 | 97.000 | 94.000 | $30.00 | $0.00 | $2,820.00 | |
0057 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 50.000 | 50.000 | 54.000 | $30.00 | $0.00 | $1,620.00 | |
0058 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $35,000.00 | $0.00 | $35,000.00 | |
0059 | (PL) ORNAMENTAL FENCE | 624 4100 | LF | 250.300 | 250.300 | 250.300 | $300.00 | $0.00 | $75,090.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $1,142,242.01 | ||||||||
Fed/State Project Number: STP-158B(182)UR | Project: 27812(04) | Category: 0300/LIGHTING | ||||||||
0060 | 1" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8302 | LF | 155.000 | 155.000 | 155.000 | $11.00 | $0.00 | $1,705.00 | |
0061 | 1" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8334 | LF | 60.000 | 60.000 | 60.000 | $5.00 | $0.00 | $300.00 | |
0062 | JUNCTION BOX(6" X 6" X 4") | 802(E) 8370 | EA | 3.000 | 3.000 | 3.000 | $398.00 | $0.00 | $1,194.00 | |
0063 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 1.000 | 1.000 | 1.000 | $300.00 | $0.00 | $300.00 | |
0064 | ENHANCEMENT LIGHTING (COMPLETE) | 809 8090 | EA | 3.000 | 3.000 | 3.000 | $2,750.00 | $0.00 | $8,250.00 | |
0065 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 452.000 | 452.000 | 452.000 | $1.00 | $0.00 | $452.00 | |
0066 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 108.000 | 108.000 | 0.000 | 108.000 | $1.00 | $0.00 | $108.00 |
Subtotals For Category 0300/LIGHTING | $0.00 | $12,309.00 | ||||||||
Fed/State Project Number: STP-158B(182)UR | Project: 27812(04) | Category: 0301/TRAFFIC CONTROL | ||||||||
0067 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 2,730.000 | 2,730.000 | 3,237.500 | $1.00 | $0.00 | $3,237.50 | |
0068 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 2.000 | 2.000 | 2.000 | $125.00 | $0.00 | $250.00 | |
0069 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $3,000.00 | $0.00 | $3,000.00 | |
Subtotals For Category 0301/TRAFFIC CONTROL | $0.00 | $6,487.50 | ||||||||
Fed/State Project Number: STP-158B(182)UR | Project: 27812(04) | Category: 0600/STAKING | ||||||||
0070 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $15,000.00 | ||||||||
Fed/State Project Number: STP-158B(182)UR | Project: 27812(04) | Category: 0640/CONSTRUCTION | ||||||||
0071 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $3,500.00 | $0.00 | $2,625.00 | |
0072 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $150,000.00 | $0.00 | $150,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $152,625.00 | ||||||||
Subtotals For Project STP-158B(182)UR /27812(04) | $9,661.24 | $1,722,304.67 |