Contract ID: | 090003 | Estimate Number: | 0009 | Contract No: | 411094 | |||
Residency: | TETRA TECH (03002) | Estimate Type: | Progressive | Account No: | 400300 | |||
Project Number(s): | IM-STIM(013) | ||||||||||||
Primary Job Piece No: | 21950(05) | ||||||||||||
Contract Description: | PAVEMENT REHABILITATION AND BRIDGE REPAIR I-44: FROM US-62, EXTEND NORTH. PROJECT LENGTH = 7.170 MILES | ||||||||||||
Primary County: | CLEVELAND | ||||||||||||
Name of Road: | I-44 | ||||||||||||
Prime Contractor: | HASKELL LEMON CONSTRUCTION CO. | ||||||||||||
P. O. BOX 75608 | |||||||||||||
OKLAHOMA CITY , OK 73147-0608 | |||||||||||||
Surety Company: | WESTERN SURETY COMPANY | ||||||||||||
Date Let: | 03/24/2009 | NTP Effective Date: | 04/27/2009 | Pay Period: | 10/01/2009 TO 06/08/2010 |
Date Awarded: | 03/30/2009 | Date Work Began: | 04/27/2009 | Original Contract Time: | 150 |
Date Contract Executed: | 04/06/2009 | Date Time Stopped: | 08/31/2009 | Current Time Charged: | 127.00 |
Date NTP Issued: | 04/08/2009 | Completion Date: | 08/31/2009 | Current Time Allowed: | 203.00 |
General Liability Expires: | 07/01/2010 | Workman's Comp Expires: | 07/01/2010 | Percent Time Used: | 62.56 % |
Specification Year: | 1999 | Date Approved: | 06/09/2010 | ||
Current Contract Amount: | $7,975,888.27 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $7,400,051.28 | Participating: | $7,452,243.92 | $7,399,138.19 | $53,105.73 | ||
Percent Complete: | 99.93 % | Non Participating: | $152,780.95 | $156,469.91 | $-3,688.96 | ||
Funds Available: | $5,203.79 | Non ARRA: | $370,863.41 | $65,176.21 | $305,687.20 | ||
Unearned Balance: | $-570,633.20 | Total Earnings: | $7,975,888.28 | $7,620,784.31 | $355,103.97 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $7,975,888.28 | $7,620,784.31 | $355,103.97 | ||||
Other Adjustments: | $-5,203.80 | $293,574.95 | $-298,778.75 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $7,970,684.48 | $7,914,359.26 | $56,325.22 |
Contract ID: | 090003 | Estimate Number: | 0009 | Primary JP: | 21950(05) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | ARRA Section 902 & 1515(a) | Approved | 05/11/2009 | 0.0 | $0.00 |
002 | Add traffic control items and overrun/underun existing items | Approved | 09/08/2009 | 0.0 | $233,749.05 |
003 | Additional Solid Slab Sod | Approved | 09/08/2009 | 0.0 | $246,300.00 |
004 | Smoothness Specifiaction | Approved | 09/08/2009 | 0.0 | $156,469.91 |
005 | Early completion bonus / deductions due to early completion. | Approved | 02/02/2010 | 0.0 | $-5,864.50 |
006 | Final Quantity Change Order | Approved | 06/07/2010 | 0.0 | $-54,817.47 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
No material stockpiles have been created for this contract. | 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. |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
Lane Rental | 0004 | $-4,000.00 |
Lane Rental | 0005 | $2,000.00 |
Withhold to Funds Avail(Prog. Est. Only) | 0006 | $-90,434.77 |
Milestone Adjust. (Prog. Est. Only) | 0006 | $150,000.00 |
Withhold to Funds Avail(Prog. Est. Only) | 0007 | $90,434.77 |
Milestone Adjust. (Prog. Est. Only) | 0007 | $150,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0009 | $-300,000.00 | Subtotals For Contract Adjustments | $-2,000.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
21950(05) | 0004 | TACK COAT | * Material Discrepancy Adjustments | 0004 | -24,656.17 | $3.00 | $-73,968.51 |
21950(05) | 0004 | TACK COAT | * Material Discrepancy Adjustments | 0006 | 21,620.00 | $3.00 | $64,860.00 |
21950(05) | 0004 | TACK COAT | * Material Discrepancy Adjustments | 0007 | 3,036.17 | $3.00 | $9,108.51 |
21950(05) | 0006 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0001 | 0.00 | $0.00 | $444.89 |
21950(05) | 0006 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0002 | 0.00 | $0.00 | $1,542.69 |
21950(05) | 0006 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * QAQC | 0002 | 1.00 | $-480.00 | $-480.00 |
21950(05) | 0006 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * ROADWAY DENSITY | 0002 | 1.00 | $-683.89 | $-683.89 |
21950(05) | 0006 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0003 | 0.00 | $0.00 | $867.45 |
21950(05) | 0006 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * QAQC | 0007 | 57.23 | $-55.00 | $-3,147.65 |
21950(05) | 0006 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $198.63 |
21950(05) | 0006 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * QAQC | 0007 | 1.00 | $480.00 | $480.00 |
21950(05) | 0006 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $170.35 |
21950(05) | 0006 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * ROADWAY DENSITY | 0009 | 1.00 | $683.00 | $683.00 |
21950(05) | 0007 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0002 | 0.00 | $0.00 | $58.08 |
21950(05) | 0007 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0003 | 0.00 | $0.00 | $1,485.69 |
21950(05) | 0007 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | * QAQC | 0007 | 70.33 | $-71.00 | $-4,993.43 |
21950(05) | 0007 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $-225.24 |
21950(05) | 0007 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $367.85 |
21950(05) | 0013 | GUARD RAIL ANCHOR UNIT (TYPE B) | * Material Discrepancy Adjustments | 0006 | -2.00 | $800.00 | $-1,600.00 |
21950(05) | 0013 | GUARD RAIL ANCHOR UNIT (TYPE B) | * Material Discrepancy Adjustments | 0007 | 2.00 | $800.00 | $1,600.00 |
21950(05) | 0014 | (SP)G.E.T. GUARD RAIL END SECTION | * Material Discrepancy Adjustments | 0006 | -2.00 | $2,400.00 | $-4,800.00 |
21950(05) | 0014 | (SP)G.E.T. GUARD RAIL END SECTION | * Material Discrepancy Adjustments | 0007 | 2.00 | $2,400.00 | $4,800.00 |
21950(05) | 0015 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0003 | 0.00 | $0.00 | $1.36 |
21950(05) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0003 | 0.00 | $0.00 | $2.32 |
21950(05) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $0.05 |
21950(05) | 0025 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0003 | 0.00 | $0.00 | $3.40 |
21950(05) | 0025 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $6.79 |
21950(05) | 0030 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0001 | 0.00 | $0.00 | $13.89 |
21950(05) | 0030 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0002 | 0.00 | $0.00 | $-13.89 |
21950(05) | 0030 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0003 | 0.00 | $0.00 | $1.81 |
21950(05) | 0035 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0003 | 0.00 | $0.00 | $3.42 |
21950(05) | 0035 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $6.83 |
21950(05) | 0040 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0003 | 0.00 | $0.00 | $1.80 |
21950(05) | 0046 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | * Material Discrepancy Adjustments | 0006 | -37,346.00 | $0.30 | $-11,203.80 |
21950(05) | 0046 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | * Material Discrepancy Adjustments | 0007 | 37,346.00 | $0.30 | $11,203.80 | Subtotals For Line Item Adjustments | $-3,203.80 | * = User applied Line Item Adjustments |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
01 | TIME 'B' BID | 135.00 | 73.00 | $5,000.00 | $0.00 |
Contract ID: | 090003 | Estimate Number: | 0009 | Primary JP: | 21950(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: IM-STIM(013) | Project: 21950(05) | Category: 0100/ROADWAY | ||||||||
0001 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 5,000.000 | 6,600.890 | 6,600.890 | $20.00 | $0.00 | $132,017.80 | |
0002 | TEMPORARY SILT FENCE | 223 2801 | LF | 1,000.000 | 0.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0003 | SOLID SLAB SODDING | 230(A) 2806 | SY | 24,900.000 | 63,940.700 | 63,940.700 | $3.00 | $0.00 | $191,822.10 | |
0004 | TACK COAT | 407 0250 | GAL | 35,584.000 | 35,505.980 | 35,505.980 | $3.00 | $0.00 | $106,517.94 | |
0005 | PRIME COAT | 408 5774 | GAL | 1,671.000 | 0.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
0006 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 53,675.000 | 44,659.550 | 36.360 | 44,659.550 | $55.00 | $1,999.80 | $2,456,275.25 |
0007 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 44,129.000 | 46,016.990 | 68.700 | 46,016.990 | $71.00 | $4,877.70 | $3,267,206.29 |
0008 | RUMBLE STRIP-METHOD AC-CON | 413(A) 4861 | LF | 139,146.000 | 128,384.000 | 128,384.000 | $0.10 | $0.00 | $12,838.40 | |
0009 | COLD MILLING PAVEMENT | 417 5267 | SY | 315,643.000 | 308,824.010 | 308,824.010 | $0.86 | $0.00 | $265,588.65 | |
0010 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 9,575.000 | 10,603.000 | 10,603.000 | $4.00 | $0.00 | $42,412.00 | |
0011 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 7,950.000 | 10,137.500 | 10,137.500 | $18.00 | $0.00 | $182,475.00 | |
0012 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 40.000 | 0.000 | 0.000 | $1,300.00 | $0.00 | $0.00 | |
0013 | GUARD RAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 6.000 | 18.000 | 18.000 | $800.00 | $0.00 | $14,400.00 | |
0014 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 2.000 | 33.000 | 33.000 | $2,400.00 | $0.00 | $79,200.00 | |
Subtotals For Category 0100/ROADWAY | $6,877.50 | $6,750,753.43 | ||||||||
Fed/State Project Number: IM-STIM(013) | Project: 21950(05) | Category: 0200/BRIDGE 'B' | ||||||||
0015 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 69.000 | 33.450 | 33.450 | $75.00 | $0.00 | $2,508.75 | |
0016 | COLD MILLING PAVEMENT | 417 5267 | SY | 603.000 | 389.080 | 389.080 | $5.00 | $0.00 | $1,945.40 | |
0017 | RAPID CURE JOINT SEALANT | 504(H) 6390 | LF | 78.600 | 78.600 | 78.600 | $17.00 | $0.00 | $1,336.20 | |
0018 | ELASTOMERIC MORTAR | 504(I) 6389 | CF | 6.400 | 17.870 | 5.130 | 17.870 | $600.00 | $3,078.00 | $10,722.00 |
0019 | (PL)MEMBRANE | 505 6139 | SY | 603.000 | 602.330 | 602.330 | $15.00 | $0.00 | $9,034.95 | |
Subtotals For Category 0200/BRIDGE 'B' | $3,078.00 | $25,547.30 | ||||||||
Fed/State Project Number: IM-STIM(013) | Project: 21950(05) | Category: 0201/BRIDGE 'C' | ||||||||
0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 69.000 | 45.050 | 0.010 | 45.050 | $77.85 | $0.78 | $3,507.14 |
0021 | COLD MILLING PAVEMENT | 417 5267 | SY | 603.000 | 394.720 | 394.720 | $6.10 | $0.00 | $2,407.80 | |
0022 | RAPID CURE JOINT SEALANT | 504(H) 6390 | LF | 78.600 | 78.600 | 78.600 | $17.00 | $0.00 | $1,336.20 | |
0023 | ELASTOMERIC MORTAR | 504(I) 6389 | CF | 6.400 | 20.970 | 8.260 | 20.970 | $600.00 | $4,956.00 | $12,582.00 |
0024 | (PL)MEMBRANE | 505 6139 | SY | 603.000 | 595.780 | 595.780 | $15.00 | $0.00 | $8,936.70 | |
Subtotals For Category 0201/BRIDGE 'C' | $4,956.78 | $28,769.84 | ||||||||
Fed/State Project Number: IM-STIM(013) | Project: 21950(05) | Category: 0202/BRIDGE 'D' | ||||||||
0025 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 85.000 | 67.250 | 67.250 | $75.00 | $0.00 | $5,043.75 | |
0026 | COLD MILLING PAVEMENT | 417 5267 | SY | 754.000 | 530.920 | 530.920 | $5.00 | $0.00 | $2,654.60 | |
0027 | RAPID CURE JOINT SEALANT | 504(H) 6390 | LF | 82.200 | 82.200 | 82.200 | $17.00 | $0.00 | $1,397.40 | |
0028 | ELASTOMERIC MORTAR | 504(I) 6389 | CF | 6.700 | 20.970 | 7.660 | 20.970 | $600.00 | $4,596.00 | $12,582.00 |
0029 | (PL)MEMBRANE | 505 6139 | SY | 754.000 | 755.780 | 755.780 | $15.00 | $0.00 | $11,336.70 | |
Subtotals For Category 0202/BRIDGE 'D' | $4,596.00 | $33,014.45 | ||||||||
Fed/State Project Number: IM-STIM(013) | Project: 21950(05) | Category: 0203/BRIDGE 'E' | ||||||||
0030 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 85.000 | 63.710 | 63.710 | $74.00 | $0.00 | $4,714.54 | |
0031 | COLD MILLING PAVEMENT | 417 5267 | SY | 754.000 | 523.220 | 523.220 | $5.00 | $0.00 | $2,616.10 | |
0032 | RAPID CURE JOINT SEALANT | 504(H) 6390 | LF | 82.200 | 82.200 | 82.200 | $17.00 | $0.00 | $1,397.40 | |
0033 | ELASTOMERIC MORTAR | 504(I) 6389 | CF | 6.700 | 25.740 | 12.380 | 25.740 | $600.00 | $7,428.00 | $15,444.00 |
0034 | (PL)MEMBRANE | 505 6139 | SY | 754.000 | 755.000 | 755.000 | $15.00 | $0.00 | $11,325.00 | |
Subtotals For Category 0203/BRIDGE 'E' | $7,428.00 | $35,497.04 | ||||||||
Fed/State Project Number: IM-STIM(013) | Project: 21950(05) | Category: 0204/BRIDGE 'F' | ||||||||
0035 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 85.000 | 67.630 | 67.630 | $75.00 | $0.00 | $5,072.25 | |
0036 | COLD MILLING PAVEMENT | 417 5267 | SY | 754.000 | 533.910 | 533.910 | $5.00 | $0.00 | $2,669.55 | |
0037 | RAPID CURE JOINT SEALANT | 504(H) 6390 | LF | 81.300 | 81.300 | 81.300 | $17.00 | $0.00 | $1,382.10 | |
0038 | ELASTOMERIC MORTAR | 504(I) 6389 | CF | 6.600 | 25.720 | 12.540 | 25.720 | $600.00 | $7,524.00 | $15,432.00 |
0039 | (PL)MEMBRANE | 505 6139 | SY | 754.000 | 754.190 | 754.190 | $15.00 | $0.00 | $11,312.85 | |
Subtotals For Category 0204/BRIDGE 'F' | $7,524.00 | $35,868.75 | ||||||||
Fed/State Project Number: IM-STIM(013) | Project: 21950(05) | Category: 0205/BRIDGE 'G' | ||||||||
0040 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 85.000 | 62.740 | 62.740 | $75.00 | $0.00 | $4,705.50 | |
0041 | COLD MILLING PAVEMENT | 417 5267 | SY | 754.000 | 520.280 | 520.280 | $5.00 | $0.00 | $2,601.40 | |
0042 | RAPID CURE JOINT SEALANT | 504(H) 6390 | LF | 81.300 | 81.300 | 81.300 | $17.00 | $0.00 | $1,382.10 | |
0043 | ELASTOMERIC MORTAR | 504(I) 6389 | CF | 6.600 | 23.070 | 9.880 | 23.070 | $600.00 | $5,928.00 | $13,842.00 |
0044 | (PL)MEMBRANE | 505 6139 | SY | 754.000 | 750.550 | 750.550 | $15.00 | $0.00 | $11,258.25 | |
Subtotals For Category 0205/BRIDGE 'G' | $5,928.00 | $33,789.25 | ||||||||
Fed/State Project Number: IM-STIM(013) | Project: 21950(05) | Category: 0300/TRAFFIC CONTROL | ||||||||
0045 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 1,000.000 | 0.000 | 0.000 | $0.70 | $0.00 | $0.00 | |
0046 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 36,000.000 | 42,780.000 | 42,780.000 | $0.30 | $0.00 | $12,834.00 | |
0047 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 21,600.000 | 0.000 | 0.000 | $0.10 | $0.00 | $0.00 | |
0048 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 90.000 | 127.000 | 127.000 | $25.00 | $0.00 | $3,175.00 | |
0049 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 2,700.000 | 3,594.000 | 641.000 | 3,594.000 | $1.00 | $641.00 | $3,594.00 |
0050 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 1,440.000 | 2,967.000 | 546.000 | 2,967.000 | $2.00 | $1,092.00 | $5,934.00 |
0051 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 1,260.000 | 4,164.000 | 763.000 | 4,164.000 | $3.00 | $2,289.00 | $12,492.00 |
0052 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 1,080.000 | 439.000 | 439.000 | $1.00 | $0.00 | $439.00 | |
0053 | WING BARRICADES | 880(C) 8848 | SD | 180.000 | 300.000 | 47.000 | 300.000 | $3.00 | $141.00 | $900.00 |
0054 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 4,320.000 | 3,930.000 | 962.000 | 3,930.000 | $0.25 | $240.50 | $982.50 |
0055 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 6,750.000 | 2,729.000 | 45.000 | 2,729.000 | $0.25 | $11.25 | $682.25 |
0056 | DRUMS | 880(F) 8878 | SD | 6,750.000 | 2,729.000 | 2,729.000 | $1.00 | $0.00 | $2,729.00 | |
0057 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 120.000 | 1,568.000 | 44.000 | 1,568.000 | $75.00 | $3,300.00 | $117,600.00 |
0058 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 180.000 | 104.000 | 104.000 | $25.00 | $0.00 | $2,600.00 | |
Subtotals For Category 0300/TRAFFIC CONTROL | $7,714.75 | $163,961.75 | ||||||||
Fed/State Project Number: IM-STIM(013) | Project: 21950(05) | Category: 0301/SIGNING & STRIPING | ||||||||
0059 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 15.260 | 0.000 | 0.000 | $130.00 | $0.00 | $0.00 | |
0060 | REINFORCING STEEL | 804(B) 2916 | LB | 2,394.000 | 0.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
0061 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 136.000 | 130.000 | 130.000 | $22.00 | $0.00 | $2,860.00 | |
0062 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 101,406.000 | 196,859.120 | 196,859.120 | $0.50 | $0.00 | $98,429.56 | |
0063 | TRAFFIC STRIPE(PLASTIC)(6" WIDE) | 855(A) 8813 | LF | 20,843.000 | 28,631.640 | 28,631.640 | $0.55 | $0.00 | $15,747.40 | |
0064 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 15,716.000 | 27,857.300 | 3.000 | 27,857.300 | $0.90 | $2.70 | $25,071.57 |
0065 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 294.000 | 159.430 | 159.430 | $2.50 | $0.00 | $398.58 | |
0066 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 18.000 | 0.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
0067 | (PL)REMOVE & RESET GROUND MOUNTED SIGN | 890A/B 8760 | EA | 135.000 | 1.000 | 1.000 | $35.00 | $0.00 | $35.00 | |
Subtotals For Category 0301/SIGNING & STRIPING | $2.70 | $142,542.11 | ||||||||
Fed/State Project Number: IM-STIM(013) | Project: 21950(05) | Category: 0600/STAKING | ||||||||
0068 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $2,500.00 | $0.00 | $2,500.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $2,500.00 | ||||||||
Fed/State Project Number: IM-STIM(013) | Project: 21950(05) | Category: 0640/CONSTRUCTION | ||||||||
0069 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $150,000.00 | $0.00 | $150,000.00 | |
0070 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.100 | 1.000 | $50,000.00 | $5,000.00 | $50,000.00 |
Subtotals For Category 0640/CONSTRUCTION | $5,000.00 | $200,000.00 | ||||||||
Fed/State Project Number: IM-STIM(013) | Project: 21950(05) | Category: 0850/Non ARRA Funding | ||||||||
8000 | TRAFFIC STRIPE(PAINT)(4" WIDE) | 854(A) 8800 | LF | 0.000 | 144,577.750 | 144,577.750 | $0.35 | $0.00 | $50,602.21 | |
8001 | CONES(36" LARGE) | 880(H) 8896 | SD | 0.000 | 18,471.000 | 11,086.000 | 18,471.000 | $0.80 | $8,868.80 | $14,776.80 |
8002 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 0.000 | 230.000 | 30.000 | 230.000 | $70.00 | $2,100.00 | $16,100.00 |
8003 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 0.000 | 1,568.000 | 44.000 | 1,568.000 | $-3.50 | $-154.00 | $-5,488.00 |
8005 | EARLY COMPLETION INCENTIVE | 108 0175 | DAY | 0.000 | 60.000 | 60.000 | 60.000 | $5,000.00 | $300,000.00 | $300,000.00 |
8006 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $-5,127.60 | $-5,127.60 | $-5,127.60 |
Subtotals For Category 0850/Non ARRA Funding | $305,687.20 | $370,863.41 | ||||||||
Fed/State Project Number: IM-STIM(013) | Project: 21950(05) | Category: 0900/Federal Non Participating | ||||||||
8004 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 0.000 | -1.000 | 0.000 | $156,469.91 | $-156,469.91 | $0.00 |
8007 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 152,780.950 | 152,780.950 | 152,780.950 | $1.00 | $152,780.95 | $152,780.95 |
Subtotals For Category 0900/Federal Non Participating | $-3,688.96 | $152,780.95 | ||||||||
Subtotals For Project IM-STIM(013) /21950(05) | $355,103.97 | $7,975,888.28 |