Contract ID: | 110515 | Estimate Number: | 0016 | Contract No: | 710694 | |||
Residency: | TETRA TECH (08002) | Estimate Type: | Progressive | Account No: | 434800 | |||
Project Number(s): | CIRB-121C(109)RB | ||||||||||||
Primary Job Piece No: | 20622(05) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES COUNTY ROAD: OVER SPAVINAW CREEK, 4.6 MILES NORTH AND 3.9 MILES WEST OF COLCORD. PROJECT LENGTH = 0.568 MILES. | ||||||||||||
Primary County: | DELAWARE | ||||||||||||
Name of Road: | COUNTY ROAD | ||||||||||||
Prime Contractor: | A. M. COHRON & SON, INC. | ||||||||||||
62180 GREAT RIVER ROAD | |||||||||||||
ATLANTIC , IA 50022 | |||||||||||||
Surety Company: | UNITED FIRE & CASUALTY CO. | ||||||||||||
Date Let: | 11/17/2011 | NTP Effective Date: | 03/05/2012 | Pay Period: | 11/01/2012 TO 11/30/2012 |
Date Awarded: | 12/05/2011 | Date Work Began: | 03/05/2012 | Original Contract Time: | 210 |
Date Contract Executed: | 12/15/2011 | Date Time Stopped: | Current Time Charged: | 201.00 | |
Date NTP Issued: | 01/23/2012 | Completion Date: | Current Time Allowed: | 210.00 | |
General Liability Expires: | 07/01/2013 | Workman's Comp Expires: | 07/01/2013 | Percent Time Used: | 95.71 % |
Specification Year: | 2009 | Date Approved: | 12/19/2012 | ||
Current Contract Amount: | $1,316,608.24 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $1,328,040.72 | Participating: | $0.00 | $0.00 | $0.00 | ||
Percent Complete: | 100 % | Non Participating: | $1,316,607.35 | $1,302,354.07 | $14,253.28 | ||
Funds Available: | $0.89 | Total Earnings: | $1,316,607.35 | $1,302,354.07 | $14,253.28 | ||
Unearned Balance: | $11,433.37 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $1,316,607.35 | $1,302,354.07 | $14,253.28 | ||||
Other Adjustments: | $0.00 | $3,796.60 | $-3,796.60 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $1,316,607.35 | $1,306,150.67 | $10,456.68 |
Contract ID: | 110515 | Estimate Number: | 0016 | Primary JP: | 20622(05) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | deduction for construction | Approved | 06/08/2012 | 0.0 | $-500.00 |
002 | Steel quantity error | Approved | 08/06/2012 | 0.0 | $-10,932.48 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20622(05) | 0027 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0007 | $-61,833.69 |
20622(05) | 0027 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0006 | $61,833.69 |
20622(05) | 0031 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0007 | $-7,727.40 |
20622(05) | 0031 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0006 | $7,727.40 | 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. | Subtotals For Liquidated Damages | $ |
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 |
20622(05) | 0004 | TYPE A-SALVAGED TOPSOIL | * Missing Material Certification | 0015 | 0.50 | $7,593.20 | $3,796.60 |
20622(05) | 0004 | TYPE A-SALVAGED TOPSOIL | * Missing Material Certification | 0016 | 0.00 | $0.00 | $-3,796.60 | 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: | 110515 | Estimate Number: | 0016 | Primary JP: | 20622(05) | |||
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-121C(109)RB | Project: 20622(05) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $5,313.61 | $0.00 | $5,313.61 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 8,444.000 | 8,444.000 | 8,444.000 | $3.50 | $0.00 | $29,554.00 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 2,955.000 | 2,955.000 | 3,197.880 | $10.66 | $0.00 | $34,089.40 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.000 | 1.000 | $7,593.20 | $0.00 | $7,593.20 |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 5,227.000 | 5,227.000 | 4,970.000 | $1.85 | $0.00 | $9,194.50 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 385.000 | 385.000 | 203.000 | $8.95 | $0.00 | $1,816.85 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 5,365.000 | 5,365.000 | 4,990.753 | 14,890.753 | $1.55 | $7,735.67 | $23,080.67 |
0008 | SEEDING METHOD A | 232(A) 2813 | AC | 1.300 | 1.300 | 0.000 | $795.00 | $0.00 | $0.00 | |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 1.300 | 1.300 | 0.000 | $795.00 | $0.00 | $0.00 | |
0010 | OPEN-GRADED BITUMINOUS BASE | 319(A) 5190 | SY | 1,719.000 | 0.000 | 0.000 | $20.00 | $0.00 | $0.00 | |
0011 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 2,101.000 | 2,101.000 | 2,217.450 | $28.50 | $0.00 | $63,197.33 | |
0012 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 1,657.000 | 1,657.000 | 43.340 | 1,845.680 | $28.25 | $1,224.36 | $52,140.47 |
0013 | CLASS C CONCRETE | 509(D) 0325 | CY | 20.000 | 20.000 | 0.000 | $286.67 | $0.00 | $0.00 | |
0014 | TYPE I-A PLAIN RIPRAP | 601(B) 0536 | TON | 1,257.000 | 1,257.000 | 1,197.510 | $40.21 | $0.00 | $48,151.88 | |
0015 | TYPE I-A FILTER BLANKET | 601(C) 0538 | TON | 419.000 | 419.000 | 377.730 | $34.65 | $0.00 | $13,088.35 | |
0016 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 136.000 | 136.000 | 144.000 | $31.16 | $0.00 | $4,487.04 | |
0017 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 82.000 | 82.000 | 82.000 | $25.45 | $0.00 | $2,086.90 | |
0018 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 4.000 | 4.000 | 4.000 | $528.60 | $0.00 | $2,114.40 | |
0019 | 18" GALV. STEEL CULVERT END SECTION ROUND | 613(P) 0760 | EA | 2.000 | 2.000 | 2.000 | $256.94 | $0.00 | $513.88 | |
0020 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 1.000 | 1.000 | 1.000 | 1.000 | $110.00 | $110.00 | $110.00 |
0021 | MAILBOX | 629(C) 4960 | EA | 1.000 | 1.000 | 1.000 | 1.000 | $55.00 | $55.00 | $55.00 |
0022 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 10.000 | 10.000 | 10.000 | 10.000 | $12.50 | $125.00 | $125.00 |
0023 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 24.000 | 24.000 | 24.000 | 24.000 | $8.50 | $204.00 | $204.00 |
0024 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $7,500.00 | $375.00 | $7,500.00 |
8011 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 0.000 | 276.000 | -0.990 | 205.920 | $50.13 | $-49.63 | $10,322.77 |
8012 | FABRIC REINFORCEMENT | 409(A) 4242 | SY | 0.000 | 1,657.000 | 316.340 | 2,197.340 | $2.84 | $898.41 | $6,240.45 |
Subtotals For Category 0100/ROADWAY | $10,677.81 | $320,979.70 | ||||||||
Fed/State Project Number: CIRB-121C(109)RB | Project: 20622(05) | Category: 0200/BRIDGE | ||||||||
0025 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 86.000 | 86.000 | 86.000 | $14.15 | $0.00 | $1,216.90 | |
0026 | UNCLASSIFIED BACKFILL | 501(D) 6353 | CY | 68.000 | 68.000 | 68.000 | $22.00 | $0.00 | $1,496.00 | |
0027 | PRESTRESSED CONCRETE BEAMS (TYPE II) | 503(A) 1311 | LF | 1,177.000 | 1,177.000 | 1,177.000 | $202.50 | $0.00 | $238,342.50 | |
0028 | APPROACH SLAB | 504(A) 1304 | SY | 118.000 | 118.000 | 118.000 | $145.65 | $0.00 | $17,186.70 | |
0029 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 67.000 | 67.000 | 67.000 | $204.37 | $0.00 | $13,692.79 | |
0030 | CONCRETE RAIL (TR1) | 504(E) 1380 | LF | 665.170 | 665.170 | 665.170 | $45.00 | $0.00 | $29,932.66 | |
0031 | STRUCTURAL STEEL | 506(A) 1322 | LB | 8,660.000 | 8,660.000 | 8,660.000 | $3.04 | $0.00 | $26,326.40 | |
0032 | CLASS AA CONCRETE | 509(A) 1326 | CY | 228.000 | 228.000 | 228.000 | $425.00 | $0.00 | $96,900.00 | |
0033 | CLASS A CONCRETE | 509(B) 1328 | CY | 135.000 | 135.000 | 135.000 | $395.00 | $0.00 | $53,325.00 | |
0034 | REINFORCING STEEL | 511(A) 1332 | LB | 62,248.000 | 66,476.000 | 66,476.000 | $0.82 | $0.00 | $54,510.32 | |
0035 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 267.000 | 267.000 | 267.000 | $32.60 | $0.00 | $8,704.20 | |
0036 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 267.000 | 267.000 | 247.419 | $5.75 | $0.00 | $1,422.66 | |
0037 | (PL)PILOT HOLES | 514(K) 6260 | LF | 105.000 | 105.000 | 95.500 | $315.51 | $0.00 | $30,131.21 | |
0038 | DRILLED SHAFTS 36" DIAMETER | 516(A) 6092 | LF | 160.000 | 160.000 | 160.000 | $1,050.00 | $0.00 | $168,000.00 | |
0039 | DRILLED SHAFTS 42" DIAMETER | 516(A) 6093 | LF | 52.000 | 52.000 | 52.000 | $1,171.37 | $0.00 | $60,911.24 | |
0040 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 1,498.000 | 1,498.000 | 88.920 | 1,421.110 | $40.21 | $3,575.47 | $57,142.83 |
0041 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 749.000 | 749.000 | 702.140 | $34.65 | $0.00 | $24,329.16 | |
0042 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $10,500.00 | $0.00 | $10,500.00 | |
0043 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 1418 | LF | 231.300 | 231.300 | 231.300 | $21.75 | $0.00 | $5,030.78 | |
0044 | GUARDRAIL ANCHOR UNIT (TYPE II) | 623(F) 6033 | EA | 4.000 | 4.000 | 4.000 | $2,665.00 | $0.00 | $10,660.00 | |
8013 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $262.80 | $0.00 | $262.80 | |
8090 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-500.00 | $0.00 | $-500.00 | |
Subtotals For Category 0200/BRIDGE | $3,575.47 | $909,524.15 | ||||||||
Fed/State Project Number: CIRB-121C(109)RB | Project: 20622(05) | Category: 0600/STAKING | ||||||||
0045 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.900 | $11,600.00 | $0.00 | $10,440.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $10,440.00 | ||||||||
Fed/State Project Number: CIRB-121C(109)RB | Project: 20622(05) | Category: 0640/CONSTRUCTION | ||||||||
0046 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $6,250.00 | $0.00 | $4,687.50 | |
0047 | FIELD OFFICE | 640(A) 1398 | EA | 1.000 | 1.000 | 1.000 | $5,800.00 | $0.00 | $5,800.00 | |
0048 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $64,000.00 | $0.00 | $64,000.00 | |
8010 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 0.000 | 1.000 | 1.000 | $1,176.00 | $0.00 | $1,176.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $75,663.50 | ||||||||
Subtotals For Project CIRB-121C(109)RB /20622(05) | $14,253.28 | $1,316,607.35 |