Contract ID: | 110016 | Estimate Number: | 0012 | Contract No: | 611381 | |||
Residency: | SAND SPRINGS (08400) | Estimate Type: | Progressive | Account No: | 434800 | |||
Project Number(s): | CIRB-157C(083)RB | ||||||||||||
Primary Job Piece No: | 23480(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES COUNTY RD(E. STREET): OVER THE ARKANSAS RIVER, AT THE OSAGE/PAWNEE COUNTY LINE. PROJECT LENGTH = 2.065 MILES | ||||||||||||
Primary County: | PAWNEE | ||||||||||||
Name of Road: | COUNTY ROAD | ||||||||||||
Prime Contractor: | MANHATTAN ROAD & BRIDGE COMPANY | ||||||||||||
5601 S. 122ND E. AVE. | |||||||||||||
TULSA , OK 74146 | |||||||||||||
Surety Company: | FEDERAL INSURANCE COMPANY | ||||||||||||
Date Let: | 04/14/2011 | NTP Effective Date: | 10/03/2011 | Pay Period: | 03/01/2012 TO 03/15/2012 |
Date Awarded: | 05/02/2011 | Date Work Began: | 10/10/2011 | Original Contract Time: | 240 |
Date Contract Executed: | 05/18/2011 | Date Time Stopped: | Current Time Charged: | 109.00 | |
Date NTP Issued: | 05/25/2011 | Completion Date: | Current Time Allowed: | 240.00 | |
General Liability Expires: | 10/01/2012 | Workman's Comp Expires: | 10/01/2012 | Percent Time Used: | 45.42 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $6,197,488.90 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $6,197,488.90 | Participating: | $0.00 | $0.00 | $0.00 | ||
Percent Complete: | 39.49 % | Non Participating: | $1,586,169.00 | $1,253,535.00 | $332,634.00 | ||
Funds Available: | $3,750,094.54 | Total Earnings: | $1,586,169.00 | $1,253,535.00 | $332,634.00 | ||
Unearned Balance: | $3,750,094.54 | Stockpiled Materials: | $862,035.36 | $976,360.59 | $-114,325.23 | ||
Gross Earnings: | $2,448,204.36 | $2,229,895.59 | $218,308.77 | ||||
Other Adjustments: | $-810.00 | $-810.00 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $2,447,394.36 | $2,229,085.59 | $218,308.77 |
Contract ID: | 110016 | Estimate Number: | 0012 | Primary JP: | 23480(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 |
23480(04) | 0039 | REBAR-GR60 | Stockpiled Material Initial Payment | 0007 | $13,092.51 |
23480(04) | 0039 | REBAR-GR60 | Stockpiled Material Adjustment | 0007 | $-5,060.30 |
23480(04) | 0045 | PC BR ITM FABS (AML) | Stockpiled Material Closure | 0011 | $-170,180.52 |
23480(04) | 0045 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0001 | $170,180.52 |
23480(04) | 0045 | HC-III | Stockpiled Material Initial Payment | 0002 | $114,530.70 |
23480(04) | 0045 | HC-III | Stockpiled Material Closure | 0011 | $-114,530.70 |
23480(04) | 0045 | PC BR ITM FABS (AML) | Stockpiled Material Closure | 0011 | $-454,491.29 |
23480(04) | 0045 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0004 | $454,491.29 |
23480(04) | 0045 | HC-III | Stockpiled Material Initial Payment | 0006 | $284,057.45 |
23480(04) | 0045 | HC-III | Stockpiled Material Closure | 0011 | $-284,057.45 |
23480(04) | 0045 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0012 | $-56,465.43 |
23480(04) | 0045 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0012 | $-57,859.80 |
23480(04) | 0045 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0011 | $284,060.57 |
23480(04) | 0045 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0011 | $454,491.28 |
23480(04) | 0045 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0011 | $114,530.70 |
23480(04) | 0045 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0011 | $170,180.52 |
23480(04) | 0045 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0011 | $-113,715.09 |
23480(04) | 0048 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0005 | $23,936.00 |
23480(04) | 0051 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0001 | $11,779.34 |
23480(04) | 0051 | SSTL FABS (AML) | Stockpiled Material Closure | 0006 | $-11,779.34 |
23480(04) | 0051 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0005 | $18,878.00 |
23480(04) | 0052 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0001 | $11,779.34 |
23480(04) | 0052 | SSTL FABS (AML) | Stockpiled Material Closure | 0006 | $-11,779.34 |
23480(04) | 0052 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0005 | $15,966.40 |
23480(04) | 0055 | REBAR-GR60 | Stockpiled Material Initial Payment | 0006 | $13,092.51 |
23480(04) | 0055 | REBAR-GR60 | Stockpiled Material Closure | 0007 | $-13,092.51 | Subtotals For Stockpile Payments | $862,035.36 |
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 |
23480(04) | 0005 | TEMPORARY SILT FENCE | * Missing Material Certification | 0002 | -1,215.00 | $1.95 | $-2,369.25 |
23480(04) | 0005 | TEMPORARY SILT FENCE | * Missing Material Certification | 0003 | 1,215.00 | $1.95 | $2,369.25 |
23480(04) | 0021 | FILTER FABRIC (RIPRAP) | * Missing Material Certification | 0009 | -600.00 | $1.35 | $-810.00 | Subtotals For Line Item Adjustments | $-810.00 | * = User applied Line Item Adjustments |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
No milestones exist for this contract. |
Contract ID: | 110016 | Estimate Number: | 0012 | Primary JP: | 23480(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-157C(083)RB | Project: 23480(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 0.800 | $220,000.00 | $0.00 | $176,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 23,782.000 | 23,782.000 | 1,200.000 | 6,050.000 | $5.50 | $6,600.00 | $33,275.00 |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 9,793.000 | 9,793.000 | 0.000 | $11.00 | $0.00 | $0.00 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.050 | 0.400 | $25,000.00 | $1,250.00 | $10,000.00 |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 11,300.000 | 11,300.000 | 3,329.000 | $1.95 | $0.00 | $6,491.55 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 888.000 | 888.000 | 0.000 | $7.50 | $0.00 | $0.00 | |
0007 | DITCH LINER PROTECTION | 229 4318 | LF | 3,844.000 | 3,844.000 | 0.000 | $1.40 | $0.00 | $0.00 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 50,720.000 | 50,720.000 | 0.000 | $1.40 | $0.00 | $0.00 | |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 10.700 | 10.700 | 0.000 | $350.00 | $0.00 | $0.00 | |
0010 | AGGREGATE BASE TYPE B | 303(B) 2110 | CY | 5,722.000 | 5,722.000 | 0.000 | $52.00 | $0.00 | $0.00 | |
0011 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 21,168.000 | 21,168.000 | 0.000 | $1.15 | $0.00 | $0.00 | |
0012 | SEPARATOR FABRIC | 325 5271 | SY | 21,580.000 | 21,580.000 | 0.000 | $1.25 | $0.00 | $0.00 | |
0013 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 962.000 | 962.000 | 0.000 | 21.740 | $27.25 | $0.00 | $592.42 |
0014 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 5,795.000 | 5,795.000 | 0.000 | $74.00 | $0.00 | $0.00 | |
0015 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 3,910.000 | 3,910.000 | 0.000 | $81.00 | $0.00 | $0.00 | |
0016 | CLASS A CONCRETE | 509(B) 0321 | CY | 5.000 | 5.000 | 0.000 | $900.00 | $0.00 | $0.00 | |
0017 | CLASS C CONCRETE | 509(D) 1331 | CY | 242.000 | 242.000 | 0.000 | $220.00 | $0.00 | $0.00 | |
0018 | REINFORCING STEEL | 511(A) 0332 | LB | 350.000 | 350.000 | 0.000 | $1.25 | $0.00 | $0.00 | |
0019 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 2,064.000 | 2,064.000 | 0.000 | $37.50 | $0.00 | $0.00 | |
0020 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 411.000 | 411.000 | 0.000 | $29.00 | $0.00 | $0.00 | |
0021 | FILTER FABRIC (RIPRAP) | 601(I) 6312 | SY | 1,627.000 | 1,627.000 | 0.000 | 600.000 | $1.35 | $0.00 | $810.00 |
0022 | INLET (SMD-TYPE 1) | 611(G) 6000 | EA | 2.000 | 2.000 | 0.000 | $2,000.00 | $0.00 | $0.00 | |
0023 | ADDITIONAL DEPTH IN INLET | 611(H) 5196 | VF | 3.000 | 3.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
0024 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 267.000 | 267.000 | 0.000 | $47.50 | $0.00 | $0.00 | |
0025 | 24" R.C.PIPE CLASS IV | 613(A) 0583 | LF | 128.000 | 128.000 | 0.000 | $50.00 | $0.00 | $0.00 | |
0026 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 681.000 | 681.000 | 0.000 | $27.50 | $0.00 | $0.00 | |
0027 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(B) 4528 | LF | 646.000 | 646.000 | 0.000 | $32.50 | $0.00 | $0.00 | |
0028 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 7.000 | 7.000 | 0.000 | $600.00 | $0.00 | $0.00 | |
0029 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 26.000 | 26.000 | 0.000 | $900.00 | $0.00 | $0.00 | |
0030 | TYPE B4 CULVERT END TREATMENT | 613(M) 7187 | EA | 24.000 | 24.000 | 0.000 | $950.00 | $0.00 | $0.00 | |
0031 | STANDARD BEDDING MATERIAL, CLASS C | 613(T) 1187 | CY | 153.000 | 153.000 | 0.000 | $47.50 | $0.00 | $0.00 | |
0032 | TRENCH EXCAVATION | 613(V) 1180 | CY | 235.000 | 235.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
0033 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.050 | 0.200 | $25,000.00 | $1,250.00 | $5,000.00 |
0034 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 7,779.000 | 7,779.000 | 1,936.000 | $2.00 | $0.00 | $3,872.00 | |
0035 | SAWING PAVEMENT | 619(C) 0924 | LF | 131.000 | 131.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $9,100.00 | $236,040.97 | ||||||||
Fed/State Project Number: CIRB-157C(083)RB | Project: 23480(04) | Category: 0200/BRIDGE 'A' | ||||||||
0036 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 440.000 | 440.000 | 440.000 | $8.00 | $0.00 | $3,520.00 | |
0037 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 110.000 | 110.000 | 110.000 | $20.00 | $0.00 | $2,200.00 | |
0038 | CLASS A CONCRETE | 509(B) 1328 | CY | 280.000 | 280.000 | 0.000 | 280.000 | $350.00 | $0.00 | $98,000.00 |
0039 | REINFORCING STEEL | 511(A) 1332 | LB | 29,340.000 | 29,340.000 | 29,340.000 | $0.80 | $0.00 | $23,472.00 | |
0040 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 1,070.000 | 1,070.000 | 795.210 | $37.50 | $0.00 | $29,820.38 | |
0041 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 225.000 | 225.000 | 0.000 | 175.810 | $29.00 | $0.00 | $5,098.49 |
0042 | FILTER FABRIC (RIPRAP) | 601(I) 6312 | SY | 898.000 | 898.000 | 0.000 | 827.870 | $1.35 | $0.00 | $1,117.62 |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $163,228.49 | ||||||||
Fed/State Project Number: CIRB-157C(083)RB | Project: 23480(04) | Category: 0201/BRIDGE 'B' | ||||||||
0043 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 240.000 | 240.000 | 120.000 | $40.00 | $0.00 | $4,800.00 | |
0044 | CLSM BACKFILL | 501(G) 6309 | CY | 148.000 | 148.000 | 0.000 | 74.000 | $105.00 | $0.00 | $7,770.00 |
0045 | PRESTRESSED CONCRETE BEAMS (TYPE J BT) | 503(A) 6290 | LF | 5,208.000 | 5,208.000 | 580.000 | 1,160.000 | $265.00 | $153,700.00 | $307,400.00 |
0046 | INSERTS | 504 6176 | EA | 280.000 | 280.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
0047 | APPROACH SLAB | 504(A) 1304 | SY | 142.000 | 142.000 | 0.000 | $160.00 | $0.00 | $0.00 | |
0048 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 212.000 | 212.000 | 0.000 | $232.50 | $0.00 | $0.00 | |
0049 | CONCRETE RAIL (TR3) | 504(D) 6239 | LF | 2,688.000 | 2,688.000 | 0.000 | $57.50 | $0.00 | $0.00 | |
0050 | STRUCTURAL STEEL | 506(A) 1322 | LB | 8,820.000 | 8,820.000 | 2,000.000 | $2.00 | $0.00 | $4,000.00 | |
0051 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 40.000 | 40.000 | 0.000 | $1,000.00 | $0.00 | $0.00 | |
0052 | WEATHERING STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6176 | EA | 32.000 | 32.000 | 0.000 | $1,000.00 | $0.00 | $0.00 | |
0053 | CLASS AA CONCRETE | 509(A) 1326 | CY | 1,370.000 | 1,370.000 | 0.000 | $375.00 | $0.00 | $0.00 | |
0054 | CLASS A CONCRETE | 509(B) 1328 | CY | 392.000 | 392.000 | 74.200 | 220.600 | $600.00 | $44,520.00 | $132,360.00 |
0055 | REINFORCING STEEL | 511(A) 1332 | LB | 285,570.000 | 285,570.000 | 1,830.000 | 10,243.000 | $0.90 | $1,647.00 | $9,218.70 |
0056 | EPOXY COATED REINFORCING STEEL | 511(B) 4269 | LB | 76,030.000 | 76,030.000 | 22,230.000 | 44,630.000 | $0.90 | $20,007.00 | $40,167.00 |
0057 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 179.000 | 179.000 | 179.000 | $40.00 | $0.00 | $7,160.00 | |
0058 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 693.000 | 693.000 | 693.000 | $45.00 | $0.00 | $31,185.00 | |
0059 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 179.000 | 179.000 | 51.080 | $11.00 | $0.00 | $561.88 | |
0060 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 693.000 | 693.000 | 189.020 | $11.00 | $0.00 | $2,079.22 | |
0061 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 456.000 | 456.000 | 0.000 | $6.00 | $0.00 | $0.00 | |
0062 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 752.000 | 752.000 | 188.000 | 517.000 | $550.00 | $103,400.00 | $284,350.00 |
0063 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 5,150.000 | 5,150.000 | 671.090 | $37.50 | $0.00 | $25,165.88 | |
0064 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 1,260.000 | 1,260.000 | 0.000 | 202.340 | $29.00 | $0.00 | $5,867.86 |
0065 | FILTER FABRIC (RIPRAP) | 601(I) 6312 | SY | 4,849.000 | 4,849.000 | 0.000 | $1.35 | $0.00 | $0.00 | |
0066 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 64.000 | 64.000 | 0.000 | 32.000 | $22.00 | $0.00 | $704.00 |
0067 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 40.000 | 40.000 | 0.000 | $20.00 | $0.00 | $0.00 | |
0068 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.000 | $70,000.00 | $0.00 | $0.00 | |
0069 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 1418 | LF | 1,083.000 | 1,083.000 | 0.000 | $17.00 | $0.00 | $0.00 | |
0070 | GUARDRAIL ANCHOR UNIT (TYPE D-BF) | 623(F) 5686 | EA | 4.000 | 4.000 | 0.000 | $1,350.00 | $0.00 | $0.00 | |
0071 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 0.000 | $2,300.00 | $0.00 | $0.00 | |
Subtotals For Category 0201/BRIDGE 'B' | $323,274.00 | $862,789.54 | ||||||||
Fed/State Project Number: CIRB-157C(083)RB | Project: 23480(04) | Category: 0300/TRAFFIC | ||||||||
0072 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 71.000 | 71.000 | 0.000 | $16.00 | $0.00 | $0.00 | |
0073 | 2 1/2" SQUARE TUBE POST | 851(C) 8330 | LF | 220.000 | 220.000 | 0.000 | $11.00 | $0.00 | $0.00 | |
0074 | DELINEATORS(TYPE 2, CODE 1) | 853 9033 | EA | 13.000 | 13.000 | 0.000 | $17.50 | $0.00 | $0.00 | |
0075 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 43,464.000 | 43,464.000 | 0.000 | $0.55 | $0.00 | $0.00 | |
0076 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 65.000 | 65.000 | 0.000 | $11.00 | $0.00 | $0.00 | |
0077 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.020 | 0.220 | $13,000.00 | $260.00 | $2,860.00 |
Subtotals For Category 0300/TRAFFIC | $260.00 | $2,860.00 | ||||||||
Fed/State Project Number: CIRB-157C(083)RB | Project: 23480(04) | Category: 0600/STAKING | ||||||||
0078 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.500 | $40,000.00 | $0.00 | $20,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $20,000.00 | ||||||||
Fed/State Project Number: CIRB-157C(083)RB | Project: 23480(04) | Category: 0640/CONSTRUCTION | ||||||||
0079 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | $5,000.00 | $0.00 | $1,250.00 | |
0080 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $300,000.00 | $0.00 | $300,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $301,250.00 | ||||||||
Subtotals For Project CIRB-157C(083)RB /23480(04) | $332,634.00 | $1,586,169.00 |