Contract ID: | 120024 | Estimate Number: | 0006 | Contract No: | 710921 | |||
Residency: | EDMOND (04400) | Estimate Type: | Progressive | Account No: | 400400 | |||
Project Number(s): | IMY-XTWN(074) | ||||||||||||
Primary Job Piece No: | 17428(81) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE I-40: WEST CONNECTION FROM EAST OF AGNEW AVENUR TO PENNSYLVANIA AVENUE. PROJECT LENGTH = 0.382 MILES. | ||||||||||||
Primary County: | OKLAHOMA | ||||||||||||
Name of Road: | I-40 | ||||||||||||
Prime Contractor: | MANHATTAN ROAD & BRIDGE COMPANY | ||||||||||||
5601 S. 122ND E. AVE. | |||||||||||||
TULSA , OK 74146 | |||||||||||||
Surety Company: | FEDERAL INSURANCE COMPANY | ||||||||||||
Date Let: | 01/19/2012 | NTP Effective Date: | 04/09/2012 | Pay Period: | 07/16/2012 TO 07/31/2012 |
Date Awarded: | 02/06/2012 | Date Work Began: | 04/09/2012 | Original Contract Time: | 240 |
Date Contract Executed: | 02/22/2012 | Date Time Stopped: | Current Time Charged: | 114.00 | |
Date NTP Issued: | 03/06/2012 | Completion Date: | Current Time Allowed: | 240.00 | |
General Liability Expires: | 10/01/2012 | Workman's Comp Expires: | 10/01/2012 | Percent Time Used: | 47.50 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $9,159,689.05 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $9,162,185.05 | Participating: | $4,546,263.02 | $3,923,072.58 | $623,190.44 | ||
Percent Complete: | 58.52 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $3,799,716.54 | Total Earnings: | $4,546,263.02 | $3,923,072.58 | $623,190.44 | ||
Unearned Balance: | $3,802,212.54 | Stockpiled Materials: | $813,709.49 | $762,659.01 | $51,050.48 | ||
Gross Earnings: | $5,359,972.51 | $4,685,731.59 | $674,240.92 | ||||
Other Adjustments: | $0.00 | $0.00 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $5,359,972.51 | $4,685,731.59 | $674,240.92 |
Contract ID: | 120024 | Estimate Number: | 0006 | Primary JP: | 17428(81) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Removal of Asphalt Pavement | Approved | 06/18/2012 | 0.0 | $-2,496.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
17428(81) | 0034 | Reinforcing Steel | Stockpiled Material Initial Payment | 0002 | $9,410.17 |
17428(81) | 0034 | Reinforcing Steel | Stockpiled Material Adjustment | 0004 | $-5,871.36 |
17428(81) | 0034 | Reinforcing Steel | Stockpiled Material Adjustment | 0003 | $-3,538.81 |
17428(81) | 0046 | Type IV Beams | Stockpiled Material Initial Payment | 0005 | $148,059.68 |
17428(81) | 0046 | Type IV Beams | Stockpiled Material Adjustment | 0006 | $-47,916.55 |
17428(81) | 0046 | Type IV Beams | Stockpiled Material Initial Payment | 0005 | $95,516.18 |
17428(81) | 0047 | Type J Beams | Stockpiled Material Initial Payment | 0005 | $93,853.85 |
17428(81) | 0047 | Type J Beams | Stockpiled Material Initial Payment | 0006 | $103,887.22 |
17428(81) | 0047 | Type J Beams | Stockpiled Material Adjustment | 0006 | $-101,779.09 |
17428(81) | 0047 | Type J Beams | Stockpiled Material Adjustment | 0006 | $-93,853.85 |
17428(81) | 0047 | Type J Beams | Stockpiled Material Initial Payment | 0006 | $52,002.24 |
17428(81) | 0048 | Seam Cover | Stockpiled Material Adjustment | 0005 | $-7,745.56 |
17428(81) | 0048 | Seam Cover | Stockpiled Material Initial Payment | 0002 | $7,745.56 |
17428(81) | 0049 | Approach Slab #1 Epoxy | Stockpiled Material Initial Payment | 0006 | $9,292.28 |
17428(81) | 0052 | Epoxy ReBar | Stockpiled Material Initial Payment | 0006 | $21,942.81 |
17428(81) | 0055 | Anchor Bolts | Stockpiled Material Initial Payment | 0001 | $20,469.99 |
17428(81) | 0055 | Anchor Bolts | Stockpiled Material Adjustment | 0005 | $-20,469.99 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Initial Payment | 0006 | $12,101.99 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Initial Payment | 0006 | $26,253.88 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Initial Payment | 0006 | $28,010.25 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Initial Payment | 0006 | $27,444.62 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Adjustment | 0006 | $-22,898.33 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Initial Payment | 0006 | $27,704.98 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Adjustment | 0004 | $-60.69 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Initial Payment | 0002 | $20,338.84 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Adjustment | 0002 | $-25,932.83 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Adjustment | 0002 | $-20,338.84 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Initial Payment | 0002 | $25,993.52 |
17428(81) | 0064 | DRilled Shaft Steel | Stockpiled Material Adjustment | 0003 | $-17,188.05 |
17428(81) | 0064 | DRilled Shaft Steel | Stockpiled Material Adjustment | 0005 | $-1,822.98 |
17428(81) | 0064 | DRilled Shaft Steel | Stockpiled Material Adjustment | 0003 | $-21,354.85 |
17428(81) | 0064 | DRilled Shaft Steel | Stockpiled Material Adjustment | 0003 | $-2,343.82 |
17428(81) | 0064 | DRilled Shaft Steel | Stockpiled Material Initial Payment | 0002 | $19,011.03 |
17428(81) | 0064 | DRilled Shaft Steel | Stockpiled Material Initial Payment | 0002 | $21,354.85 |
17428(81) | 0064 | DRilled Shaft Steel | Stockpiled Material Initial Payment | 0002 | $8,854.45 |
17428(81) | 0064 | DRilled Shaft Steel | Stockpiled Material Initial Payment | 0002 | $22,656.92 |
17428(81) | 0064 | DRilled Shaft Steel | Stockpiled Material Adjustment | 0002 | $-6,510.62 |
17428(81) | 0064 | DRilled Shaft Steel | Stockpiled Material Adjustment | 0002 | $-22,656.92 |
17428(81) | 0064 | DRilled Shaft Steel | Stockpiled Material Initial Payment | 0001 | $18,490.18 |
17428(81) | 0064 | DRilled Shaft Steel | Stockpiled Material Initial Payment | 0001 | $9,114.87 |
17428(81) | 0064 | DRilled Shaft Steel | Stockpiled Material Adjustment | 0001 | $-9,114.87 |
17428(81) | 0064 | DRilled Shaft Steel | Stockpiled Material Adjustment | 0001 | $-18,490.18 |
17428(81) | 0072 | Type IV Beam | Stockpiled Material Initial Payment | 0005 | $15,457.76 |
17428(81) | 0072 | Type IV Beam | Stockpiled Material Initial Payment | 0005 | $134,265.50 |
17428(81) | 0073 | Type J Beams | Stockpiled Material Adjustment | 0005 | $-34,000.00 |
17428(81) | 0073 | Type J Beams | Stockpiled Material Initial Payment | 0005 | $35,310.41 |
17428(81) | 0073 | Type J Beams | Stockpiled Material Initial Payment | 0005 | $134,468.68 |
17428(81) | 0073 | Type J Beams | Stockpiled Material Adjustment | 0005 | $-33,999.99 |
17428(81) | 0073 | Type J Beams | Stockpiled Material Adjustment | 0005 | $-67,999.99 |
17428(81) | 0073 | Type J Beams | Stockpiled Material Initial Payment | 0005 | $33,999.99 |
17428(81) | 0073 | Type J Beams | Stockpiled Material Initial Payment | 0005 | $67,999.99 |
17428(81) | 0074 | Seam Cover | Stockpiled Material Adjustment | 0005 | $-6,196.44 |
17428(81) | 0074 | Seam Cover | Stockpiled Material Initial Payment | 0002 | $6,196.44 |
17428(81) | 0075 | Approach Slab Epoxy ReBar | Stockpiled Material Initial Payment | 0006 | $9,595.12 |
17428(81) | 0081 | Anchor Bolt | Stockpiled Material Adjustment | 0005 | $-14,029.99 |
17428(81) | 0081 | Anchor Bolt | Stockpiled Material Initial Payment | 0001 | $14,029.99 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Initial Payment | 0001 | $26,885.83 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Initial Payment | 0001 | $210.90 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Initial Payment | 0001 | $25,334.01 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Initial Payment | 0001 | $26,142.21 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0001 | $-15,707.62 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Initial Payment | 0006 | $13,025.68 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Initial Payment | 0006 | $8,835.85 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0006 | $-14,540.11 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0006 | $-6,175.47 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0006 | $-967.38 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Initial Payment | 0005 | $27,931.35 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Initial Payment | 0005 | $27,661.43 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Initial Payment | 0005 | $28,359.36 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Initial Payment | 0005 | $27,054.38 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0005 | $-27,447.20 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0002 | $-5,849.46 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Initial Payment | 0002 | $19,500.30 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Initial Payment | 0002 | $28,414.58 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Initial Payment | 0002 | $6,175.47 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Initial Payment | 0002 | $20,661.91 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0004 | $-4,585.13 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0004 | $-25,334.01 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0004 | $-9,638.02 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0005 | $-17,247.81 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0005 | $-210.90 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0005 | $-19,500.30 |
17428(81) | 0088 | Drilled Shaft Steel | Stockpiled Material Adjustment | 0005 | $-19,752.10 |
17428(81) | 0088 | Drilled Shaft Steel | Stockpiled Material Adjustment | 0005 | $-7,456.09 |
17428(81) | 0088 | Drilled Shaft Steel | Stockpiled Material Adjustment | 0006 | $-915.66 |
17428(81) | 0088 | Drilled Shaft Steel | Stockpiled Material Adjustment | 0003 | $-7,979.32 |
17428(81) | 0088 | Drilled Shaft Steel | Stockpiled Material Adjustment | 0003 | $-18,182.39 |
17428(81) | 0088 | Drilled Shaft Steel | Stockpiled Material Adjustment | 0001 | $-16,351.06 |
17428(81) | 0088 | Drilled Shaft Steel | Stockpiled Material Initial Payment | 0001 | $15,435.41 |
17428(81) | 0088 | Drilled Shaft Steel | Stockpiled Material Initial Payment | 0001 | $30,347.59 |
17428(81) | 0088 | Drilled Shaft Steel | Stockpiled Material Initial Payment | 0001 | $16,351.06 |
17428(81) | 0088 | Drilled Shaft Steel | Stockpiled Material Adjustment | 0001 | $-12,165.20 |
17428(81) | 0088 | Drilled Shaft Steel | Stockpiled Material Initial Payment | 0001 | $20,667.76 | Subtotals For Stockpile Payments | $813,709.49 |
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 |
No line item adjustments have been created on this contract. | Subtotals For Line Item Adjustments | $0.00 |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | TIME 'B' BID | 04/08/2012 | NOT ENTERED | 200.00 DAYS | $10,000.00 | N |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 120024 | Estimate Number: | 0006 | Primary JP: | 17428(81) | |||
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: IMY-XTWN(074) | Project: 17428(81) | Category: 0100/ROADWAY | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 27,373.000 | 27,373.000 | 667.000 | $3.75 | $0.00 | $2,501.25 | |
0002 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 1,000.000 | 1,000.000 | 0.000 | $12.50 | $0.00 | $0.00 | |
0003 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.250 | $10,000.00 | $0.00 | $2,500.00 | |
0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 2,200.000 | 2,200.000 | 1,905.000 | $1.60 | $0.00 | $3,048.00 | |
0005 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 3.000 | 3.000 | 0.000 | $100.00 | $0.00 | $0.00 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 200.000 | 200.000 | 0.000 | $6.50 | $0.00 | $0.00 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 18,100.000 | 18,100.000 | 0.000 | $1.25 | $0.00 | $0.00 | |
0008 | MOWING | 241 2832 | AC | 7.500 | 7.500 | 2.290 | $55.00 | $0.00 | $125.95 | |
0009 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 7,945.000 | 7,945.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0010 | CEMENT TREATED BASE | 317 4270 | SY | 7,385.000 | 7,385.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
0011 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 3,359.000 | 3,359.000 | 0.000 | $11.00 | $0.00 | $0.00 | |
0012 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 3,545.000 | 3,545.000 | 0.000 | $15.00 | $0.00 | $0.00 | |
0013 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 2,014.000 | 2,014.000 | 0.000 | $90.00 | $0.00 | $0.00 | |
0014 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 2,914.000 | 2,914.000 | 0.000 | $55.00 | $0.00 | $0.00 | |
0015 | HANDRAILING | 504(F) 6006 | LF | 123.000 | 123.000 | 0.000 | $55.00 | $0.00 | $0.00 | |
0016 | SPECIAL CONCRETE FINISH | 509 6152 | SY | 23,594.000 | 23,594.000 | 0.000 | $14.50 | $0.00 | $0.00 | |
0017 | CLASS A CONCRETE | 509(B) 0321 | CY | 54.000 | 54.000 | 0.000 | $250.00 | $0.00 | $0.00 | |
0018 | CLASS C CONCRETE | 509(D) 0325 | CY | 59.000 | 59.000 | 0.000 | $250.00 | $0.00 | $0.00 | |
0019 | REINFORCING STEEL | 511(A) 0332 | LB | 300.000 | 300.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
0020 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 160.000 | 160.000 | 0.000 | $15.00 | $0.00 | $0.00 | |
0021 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 1,945.000 | 1,945.000 | 0.000 | $38.50 | $0.00 | $0.00 | |
0022 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 2.000 | 2.000 | 0.000 | $2,000.00 | $0.00 | $0.00 | |
0023 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 324.000 | 324.000 | 208.000 | $45.00 | $0.00 | $9,360.00 | |
0024 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 2.000 | 2.000 | 1.000 | $550.00 | $0.00 | $550.00 | |
0025 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 2,350.000 | 2,350.000 | 2,350.000 | $3.00 | $0.00 | $7,050.00 | |
0026 | REMOVAL OF DRAINAGE INLETS | 619(B) 4741 | EA | 7.000 | 7.000 | 7.000 | $675.00 | $0.00 | $4,725.00 | |
0027 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 12,354.000 | 0.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0028 | REMOVAL OF CONCRETE MEDIAN BARRIER | 619(B) 4915 | LF | 745.000 | 745.000 | 745.000 | $7.00 | $0.00 | $5,215.00 | |
0029 | REMOVAL OF CONCRETE DITCH LINER | 619(B) 5881 | LF | 45.000 | 45.000 | 45.000 | $10.00 | $0.00 | $450.00 | |
0030 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 334.000 | 334.000 | 334.000 | $15.00 | $0.00 | $5,010.00 | |
0031 | REMOVAL OF EXISTING PARAPET | 619(B) 6252 | LF | 1,270.000 | 1,270.000 | 1,270.000 | $25.00 | $0.00 | $31,750.00 | |
8001 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 0.000 | 12,000.000 | 12,000.000 | $3.91 | $0.00 | $46,920.00 | |
Subtotals For Category 0100/ROADWAY | $0.00 | $119,205.20 | ||||||||
Fed/State Project Number: IMY-XTWN(074) | Project: 17428(81) | Category: 0101/RETAINING WALLS | ||||||||
0032 | AGGREGATE BASE TYPE C | 303(C) 2130 | CY | 50.000 | 50.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
0033 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 200.000 | 200.000 | 200.000 | $10.00 | $0.00 | $2,000.00 | |
0034 | RETAINING WALL | 510(A) 6333 | SY | 223.500 | 223.500 | 223.500 | $525.00 | $0.00 | $117,337.50 | |
0035 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 417.000 | 417.000 | 486.420 | $37.50 | $0.00 | $18,240.75 | |
0036 | PILES, FURNISHED (HP 14X73) | 514(A) 6012 | LF | 655.000 | 655.000 | 775.150 | $47.50 | $0.00 | $36,819.63 | |
0037 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 417.000 | 417.000 | 486.220 | $10.00 | $0.00 | $4,862.20 | |
0038 | PILES, DRIVEN (HP 14X73) | 514(B) 6296 | LF | 655.000 | 655.000 | 775.150 | $10.00 | $0.00 | $7,751.50 | |
0039 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0450 | LF | 123.000 | 123.000 | 123.000 | $20.00 | $0.00 | $2,460.00 | |
Subtotals For Category 0101/RETAINING WALLS | $0.00 | $189,471.58 | ||||||||
Fed/State Project Number: IMY-XTWN(074) | Project: 17428(81) | Category: 0110/WATERLINE PAY ITEMS | ||||||||
0040 | 20" DUCTILE IRON PIPE | 616(A) 5130 | LF | 163.000 | 163.000 | 0.000 | $262.50 | $0.00 | $0.00 | |
0041 | 20" VALVES (TAPPING) | 616(D) 0870 | EA | 2.000 | 2.000 | 0.000 | $15,500.00 | $0.00 | $0.00 | |
0042 | 20" X 20" TAPPING SLEEVE | 616(D) 7018 | EA | 2.000 | 2.000 | 0.000 | $15,500.00 | $0.00 | $0.00 | |
0043 | FITTINGS | 616(O) 0100 | EA | 6.000 | 6.000 | 0.000 | $2,625.00 | $0.00 | $0.00 | |
Subtotals For Category 0110/WATERLINE PAY ITEMS | $0.00 | $0.00 | ||||||||
Fed/State Project Number: IMY-XTWN(074) | Project: 17428(81) | Category: 0200/BRIDGE 'M-F' | ||||||||
0044 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 299.000 | 299.000 | 130.000 | 1,129.000 | $25.00 | $3,250.00 | $28,225.00 |
0045 | CLSM BACKFILL | 501(G) 6309 | CY | 346.000 | 346.000 | 140.000 | $115.00 | $0.00 | $16,100.00 | |
0046 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,785.600 | 1,785.600 | 350.780 | 350.780 | $175.00 | $61,386.50 | $61,386.50 |
0047 | PRESTRESSED CONCRETE BEAMS (TYPE J BT) | 503(A) 6290 | LF | 2,450.200 | 2,450.200 | 1,434.680 | 1,434.680 | $175.00 | $251,069.00 | $251,069.00 |
0048 | SEAM COVER | 504 6410 | EA | 20.000 | 20.000 | 20.000 | $2,500.00 | $0.00 | $50,000.00 | |
0049 | APPROACH SLAB | 504(A) 1304 | SY | 467.200 | 467.200 | 0.000 | 0.000 | $145.00 | $0.00 | $0.00 |
0050 | SAW-CUT GROOVING | 504(B) 1305 | SY | 4,955.400 | 4,955.400 | 0.000 | $4.50 | $0.00 | $0.00 | |
0051 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 229.200 | 229.200 | 0.000 | $215.00 | $0.00 | $0.00 | |
0052 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 2,347.500 | 2,347.500 | 0.000 | 0.000 | $57.50 | $0.00 | $0.00 |
0053 | STRUCTURAL STEEL | 506(A) 1322 | LB | 10,650.000 | 10,650.000 | 10,650.000 | 10,650.000 | $2.00 | $21,300.00 | $21,300.00 |
0054 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 40.000 | 40.000 | 40.000 | $2,500.00 | $0.00 | $100,000.00 | |
0055 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 48.000 | 48.000 | 48.000 | $2,500.00 | $0.00 | $120,000.00 | |
0056 | CLASS AA CONCRETE | 509(A) 1326 | CY | 1,371.900 | 1,371.900 | 0.000 | $400.00 | $0.00 | $0.00 | |
0057 | CLASS A CONCRETE | 509(B) 1328 | CY | 2,231.200 | 2,231.200 | 120.000 | 2,158.980 | $400.00 | $48,000.00 | $863,592.00 |
0058 | SLOPE WALL (5") | 510(C) 6138 | SY | 2,245.000 | 2,245.000 | 0.000 | $75.00 | $0.00 | $0.00 | |
0059 | REINFORCING STEEL | 511(A) 1332 | LB | 700.000 | 700.000 | 700.000 | $1.00 | $0.00 | $700.00 | |
0060 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 717,500.000 | 717,500.000 | 37,730.000 | 383,100.000 | $0.85 | $32,070.50 | $325,635.00 |
0061 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 1,639.000 | 1,639.000 | 1,639.000 | $35.00 | $0.00 | $57,365.00 | |
0062 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 1,639.000 | 1,639.000 | 831.080 | $10.00 | $0.00 | $8,310.80 | |
0063 | (PL)PILOT HOLES | 514(K) 6260 | LF | 56.000 | 56.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
0064 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 1,064.000 | 1,064.000 | 104.000 | 1,064.000 | $500.00 | $52,000.00 | $532,000.00 |
0065 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 221.300 | 221.300 | 0.000 | $5.00 | $0.00 | $0.00 | |
0066 | SEALER RESIN | 523(B) 6560 | GAL | 2.400 | 2.400 | 0.000 | $200.00 | $0.00 | $0.00 | |
0067 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 412.000 | 412.000 | 54.000 | $20.00 | $0.00 | $1,080.00 | |
0068 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 120.000 | 120.000 | 30.000 | $15.00 | $0.00 | $450.00 | |
0069 | FENCE-STYLE CLF (8'HIGH, CLASS A) | 624(E) 4294 | LF | 248.600 | 248.600 | 0.000 | $155.00 | $0.00 | $0.00 | |
Subtotals For Category 0200/BRIDGE 'M-F' | $469,076.00 | $2,437,213.30 | ||||||||
Fed/State Project Number: IMY-XTWN(074) | Project: 17428(81) | Category: 0201/'BRIDGE 'M-G' | ||||||||
0070 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 145.000 | 145.000 | 131.000 | 715.000 | $25.00 | $3,275.00 | $17,875.00 |
0071 | CLSM BACKFILL | 501(G) 6309 | CY | 155.200 | 155.200 | 0.000 | $115.00 | $0.00 | $0.00 | |
0072 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,098.000 | 1,098.000 | 0.000 | $175.00 | $0.00 | $0.00 | |
0073 | PRESTRESSED CONCRETE BEAMS (TYPE J BT) | 503(A) 6290 | LF | 1,993.100 | 1,993.100 | 997.360 | $175.00 | $0.00 | $174,538.00 | |
0074 | SEAM COVER | 504 6410 | EA | 16.000 | 16.000 | 16.000 | $2,500.00 | $0.00 | $40,000.00 | |
0075 | APPROACH SLAB | 504(A) 1304 | SY | 227.600 | 227.600 | 0.000 | 0.000 | $145.00 | $0.00 | $0.00 |
0076 | SAW-CUT GROOVING | 504(B) 1305 | SY | 3,504.000 | 3,504.000 | 0.000 | $4.50 | $0.00 | $0.00 | |
0077 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 127.100 | 127.100 | 0.000 | $215.00 | $0.00 | $0.00 | |
0078 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 1,659.600 | 1,659.600 | 0.000 | $57.50 | $0.00 | $0.00 | |
0079 | STRUCTURAL STEEL | 506(A) 1322 | LB | 7,650.000 | 7,650.000 | 7,650.000 | 7,650.000 | $2.00 | $15,300.00 | $15,300.00 |
0080 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 28.000 | 28.000 | 28.000 | $2,650.00 | $0.00 | $74,200.00 | |
0081 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 36.000 | 36.000 | 36.000 | $2,650.00 | $0.00 | $95,400.00 | |
0082 | CLASS AA CONCRETE | 509(A) 1326 | CY | 1,000.800 | 1,000.800 | 0.000 | $400.00 | $0.00 | $0.00 | |
0083 | CLASS A CONCRETE | 509(B) 1328 | CY | 1,414.900 | 1,414.900 | 120.000 | 1,253.800 | $400.00 | $48,000.00 | $501,520.00 |
0084 | REINFORCING STEEL | 511(A) 1332 | LB | 490.000 | 490.000 | 490.000 | $1.00 | $0.00 | $490.00 | |
0085 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 471,750.000 | 471,750.000 | 35,590.000 | 242,490.000 | $0.85 | $30,251.50 | $206,116.50 |
0086 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 616.500 | 616.500 | 616.500 | $35.00 | $0.00 | $21,577.50 | |
0087 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 616.500 | 616.500 | 0.000 | $10.00 | $0.00 | $0.00 | |
0088 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 738.000 | 738.000 | 112.000 | 738.000 | $500.00 | $56,000.00 | $369,000.00 |
0089 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 170.400 | 170.400 | 0.000 | $5.00 | $0.00 | $0.00 | |
0090 | SEALER RESIN | 523(B) 6560 | GAL | 1.800 | 1.800 | 0.000 | $200.00 | $0.00 | $0.00 | |
0091 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 56.000 | 56.000 | 0.000 | $20.00 | $0.00 | $0.00 | |
0092 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 30.000 | 30.000 | 0.000 | $15.00 | $0.00 | $0.00 | |
0093 | FENCE-STYLE CLF (8'HIGH, CLASS A) | 624(E) 4294 | LF | 244.700 | 244.700 | 0.000 | $155.00 | $0.00 | $0.00 | |
Subtotals For Category 0201/'BRIDGE 'M-G' | $152,826.50 | $1,516,017.00 | ||||||||
Fed/State Project Number: IMY-XTWN(074) | Project: 17428(81) | Category: 0300/TRAFFIC TEMPORARY | ||||||||
0094 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 500.000 | 500.000 | 187.500 | $2.00 | $0.00 | $375.00 | |
0095 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 420.000 | 420.000 | 0.000 | $5.26 | $0.00 | $0.00 | |
0096 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 6,000.000 | 6,000.000 | 0.000 | $0.26 | $0.00 | $0.00 | |
0097 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 4,410.000 | 4,410.000 | 64.000 | 939.000 | $0.53 | $33.92 | $497.67 |
0098 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 840.000 | 840.000 | 244.000 | 1,766.000 | $4.21 | $1,027.24 | $7,434.86 |
0099 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 1,260.000 | 1,260.000 | 64.000 | 829.000 | $0.53 | $33.92 | $439.37 |
0100 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 2,520.000 | 2,520.000 | 292.000 | 2,880.000 | $0.26 | $75.92 | $748.80 |
0101 | DRUMS | 880(F) 8878 | SD | 7,980.000 | 7,980.000 | 288.000 | 2,728.000 | $0.26 | $74.88 | $709.28 |
0102 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 420.000 | 420.000 | 2.000 | 2.000 | $21.03 | $42.06 | $42.06 |
Subtotals For Category 0300/TRAFFIC TEMPORARY | $1,287.94 | $10,247.04 | ||||||||
Fed/State Project Number: IMY-XTWN(074) | Project: 17428(81) | Category: 0301/TRAFFIC PERMANENT | ||||||||
0103 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 4.050 | 4.050 | 0.000 | $525.65 | $0.00 | $0.00 | |
0104 | REINFORCING STEEL | 804(B) 2916 | LB | 564.000 | 564.000 | 0.000 | $2.10 | $0.00 | $0.00 | |
0105 | REMOVAL OF SIGN FOOTING | 805(A) 8700 | EA | 1.000 | 1.000 | 1.000 | $251.57 | $0.00 | $251.57 | |
0106 | (PL)REMOVAL OF LIGHT POLE | 805(A) 8712 | EA | 12.000 | 12.000 | 12.000 | $598.42 | $0.00 | $7,181.04 | |
0107 | (PL)REMOVAL OF OVERHEAD SIGN STRUCTURE & SIGNS | 805(A) 8718 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0108 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 3.000 | 3.000 | 0.000 | $525.65 | $0.00 | $0.00 | |
0109 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 176.000 | 176.000 | 0.000 | $14.72 | $0.00 | $0.00 | |
0110 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 70.000 | 70.000 | 0.000 | $28.38 | $0.00 | $0.00 | |
0111 | EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD SIGNS) | 850(B) 8114 | SF | 337.000 | 337.000 | 0.000 | $28.38 | $0.00 | $0.00 | |
0112 | 6"@15 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3207 | LF | 35.000 | 35.000 | 0.000 | $36.80 | $0.00 | $0.00 | |
0113 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 165.000 | 165.000 | 0.000 | $18.92 | $0.00 | $0.00 | |
0114 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 19,675.000 | 19,675.000 | 0.000 | $0.79 | $0.00 | $0.00 | |
0115 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 310.000 | 310.000 | 0.000 | $1.05 | $0.00 | $0.00 | |
0116 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 460.000 | 460.000 | 0.000 | $2.10 | $0.00 | $0.00 | |
0117 | TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 856(B) 8525 | EA | 2.000 | 2.000 | 0.000 | $262.83 | $0.00 | $0.00 | |
0118 | TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | 856(B) 8860 | EA | 11.000 | 11.000 | 0.000 | $157.69 | $0.00 | $0.00 | |
0119 | (SP)IMPACT ATTENUATOR | 871(A) 8325 | EA | 2.000 | 2.000 | 0.000 | $23,500.00 | $0.00 | $0.00 | |
Subtotals For Category 0301/TRAFFIC PERMANENT | $0.00 | $12,432.61 | ||||||||
Fed/State Project Number: IMY-XTWN(074) | Project: 17428(81) | Category: 0302/TRAFFIC LIGHTING | ||||||||
0120 | CLASS AA CONCRETE | 509(A) 0319 | CY | 18.600 | 18.600 | 0.000 | $600.00 | $0.00 | $0.00 | |
0121 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 40.000 | 40.000 | 0.000 | $250.00 | $0.00 | $0.00 | |
0122 | 3/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8300 | LF | 30.000 | 30.000 | 0.000 | $8.41 | $0.00 | $0.00 | |
0123 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 175.000 | 175.000 | 0.000 | $13.51 | $0.00 | $0.00 | |
0124 | 2" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8310 | LF | 150.000 | 150.000 | 0.000 | $15.14 | $0.00 | $0.00 | |
0125 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 1,420.000 | 1,420.000 | 0.000 | $3.68 | $0.00 | $0.00 | |
0126 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 4.000 | 4.000 | 0.000 | $346.93 | $0.00 | $0.00 | |
0127 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 15.000 | 15.000 | 0.000 | $262.82 | $0.00 | $0.00 | |
0128 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 2.320 | 2.320 | 0.000 | $551.93 | $0.00 | $0.00 | |
0129 | REINFORCING STEEL | 804(B) 2916 | LB | 3,166.000 | 3,166.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
0130 | (PL)REMOVAL OF LIGHT POLE | 805(A) 8712 | EA | 4.000 | 4.000 | 0.000 | $582.73 | $0.00 | $0.00 | |
0131 | (PL)REMOVE & RESET LIGHT POLE | 805(D) 8744 | EA | 1.000 | 1.000 | 0.500 | $2,102.58 | $0.00 | $1,051.29 | |
0132 | 40' MTG.HT.POLE & TWIN H.L.MST.ARM(G.STL.) | 806(C) 8929 | EA | 4.000 | 4.000 | 0.000 | $2,806.95 | $0.00 | $0.00 | |
0133 | BREAKAWAY BASE (DES. B) | 807 8092 | EA | 4.000 | 4.000 | 0.000 | $473.08 | $0.00 | $0.00 | |
0134 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 8.000 | 8.000 | 0.000 | $388.98 | $0.00 | $0.00 | |
0135 | UNDERPASS LUMINIARE | 809(B) 8098 | EA | 6.000 | 6.000 | 0.000 | $483.60 | $0.00 | $0.00 | |
0136 | HIGH MAST LUMINAIRE | 809(E) 8103 | EA | 5.000 | 5.000 | 0.000 | $1,198.47 | $0.00 | $0.00 | |
0137 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 0.000 | $6,139.54 | $0.00 | $0.00 | |
0138 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 2,300.000 | 2,300.000 | 0.000 | $2.10 | $0.00 | $0.00 | |
0139 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 3,350.000 | 3,350.000 | 0.000 | $0.84 | $0.00 | $0.00 | |
0140 | 2/C NO.12 ELECTRICAL CONDUCTOR | 811 8052 | LF | 440.000 | 440.000 | 0.000 | $1.10 | $0.00 | $0.00 | |
0141 | 140' HIGH MAST POLE(G.STL.) | 812 8068 | EA | 1.000 | 1.000 | 0.000 | $20,573.78 | $0.00 | $0.00 | |
0142 | HIGH MAST LOWERING DEVICE TYPE I | 813 8074 | EA | 1.000 | 1.000 | 0.000 | $7,359.04 | $0.00 | $0.00 | |
Subtotals For Category 0302/TRAFFIC LIGHTING | $0.00 | $1,051.29 | ||||||||
Fed/State Project Number: IMY-XTWN(074) | Project: 17428(81) | Category: 0600/STAKING | ||||||||
0143 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.500 | $20,000.00 | $0.00 | $10,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $10,000.00 | ||||||||
Fed/State Project Number: IMY-XTWN(074) | Project: 17428(81) | Category: 0640/CONSTRUCTION | ||||||||
0144 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | $2,500.00 | $0.00 | $625.00 | |
0145 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $250,000.00 | $0.00 | $250,000.00 | |
0146 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.000 | $70,000.01 | $0.00 | $0.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $250,625.00 | ||||||||
Subtotals For Project IMY-XTWN(074) /17428(81) | $623,190.44 | $4,546,263.02 |