Contract ID: | 110015 | Estimate Number: | 0026 | Contract No: | 611140 | |||
Residency: | CRAIG & KEITHLINE, INC. (08007) | Estimate Type: | Progressive | Account No: | 400850 | |||
Project Number(s): | STP-157A(143)IG | ||||||||||||
Primary Job Piece No: | 22146(07) | ||||||||||||
Contract Description: | GRADE, DRAIN, AND SURFACE GILCREASE WEST EXPRESSWAY: FROM 41ST AVE, EXTEND EAST IN THE CITY OF TULSA. PROJECT LENGTH = 2.1774 MILES | ||||||||||||
Primary County: | OSAGE | ||||||||||||
Name of Road: | GILCREASE WEST | ||||||||||||
Prime Contractor: | BECCO CONTRACTORS, INC. | ||||||||||||
P.O. BOX 9159 | |||||||||||||
TULSA , OK 74157 | |||||||||||||
Surety Company: | MID-CONTINENT CASUALTY COMPANY | ||||||||||||
Date Let: | 02/17/2011 | NTP Effective Date: | 07/05/2011 | Pay Period: | 12/01/2012 TO 12/15/2012 |
Date Awarded: | 03/07/2011 | Date Work Began: | 07/06/2011 | Original Contract Time: | 245 |
Date Contract Executed: | 03/17/2011 | Date Time Stopped: | Current Time Charged: | 530.00 | |
Date NTP Issued: | 03/22/2011 | Completion Date: | Current Time Allowed: | 313.00 | |
General Liability Expires: | 03/01/2013 | Workman's Comp Expires: | 02/01/2013 | Percent Time Used: | 169.33 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $7,781,953.52 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $7,781,953.52 | Participating: | $8,339,912.07 | $7,976,375.56 | $363,536.51 | ||
Percent Complete: | 100 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $1.29 | Total Earnings: | $8,339,912.07 | $7,976,375.56 | $363,536.51 | ||
Unearned Balance: | $1.29 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $8,339,912.07 | $7,976,375.56 | $363,536.51 | ||||
Other Adjustments: | $-123,959.84 | $131,536.28 | $-255,496.12 | ||||
Liq Dam/Disincentive: | $-434,000.00 | $-404,000.00 | $-30,000.00 | ||||
TOTAL: | $7,781,952.23 | $7,703,911.84 | $78,040.39 |
Contract ID: | 110015 | Estimate Number: | 0026 | Primary JP: | 22146(07) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Adds new pay item "Inlet Adjust to Grade" | Pending | 0 | 10.0 | $48,035.80 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
22146(07) | 0036 | Manhole Frame & Cover | Stockpiled Material Adjustment | 0023 | $-4,313.55 |
22146(07) | 0036 | Manhole Frame & Cover | Stockpiled Material Initial Payment | 0014 | $4,313.55 |
22146(07) | 0051 | Stockpiled Material Initial Payment | 0014 | $30,993.04 | |
22146(07) | 0051 | Stockpiled Material Adjustment | 0019 | $-14,584.96 | |
22146(07) | 0051 | Stockpiled Material Adjustment | 0021 | $-5,469.36 | |
22146(07) | 0051 | Stockpiled Material Adjustment | 0020 | $-10,938.72 | |
22146(07) | 0052 | CICIs | Stockpiled Material Adjustment | 0019 | $-7,998.48 |
22146(07) | 0052 | CICIs | Stockpiled Material Initial Payment | 0014 | $7,998.48 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0018 | --116 | $2,000.00 | $-232,000.00 |
System Application of Liquidated Damages | 0019 | --14 | $2,000.00 | $-28,000.00 |
System Application of Liquidated Damages | 0020 | --15 | $2,000.00 | $-30,000.00 |
System Application of Liquidated Damages | 0021 | --9.0 | $2,000.00 | $-18,000.00 |
System Application of Liquidated Damages | 0022 | --15 | $2,000.00 | $-30,000.00 |
System Application of Liquidated Damages | 0023 | --10 | $2,000.00 | $-20,000.00 |
System Application of Liquidated Damages | 0024 | --15 | $2,000.00 | $-30,000.00 |
System Application of Liquidated Damages | 0025 | --8.0 | $2,000.00 | $-16,000.00 |
System Application of Liquidated Damages | 0026 | --15 | $2,000.00 | $-30,000.00 | Subtotals For Liquidated Damages | $-434,000.00 |
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 |
22146(07) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0023 | 4,880.50 | $3.85 | $18,817.26 |
22146(07) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0024 | 12,866.57 | $3.85 | $49,608.35 |
22146(07) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0025 | 7,762.39 | $3.85 | $29,928.67 |
22146(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0024 | 1,454.98 | $4.40 | $6,411.22 |
22146(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0025 | 6,075.43 | $4.40 | $26,770.78 |
22146(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0026 | 2,135.31 | $4.40 | $9,409.03 |
22146(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Overrun | 0026 | -2,135.31 | $65.00 | $-138,795.15 |
22146(07) | 0022 | COLD MILLING PAVEMENT | * Overrun | 0026 | -8,055.00 | $2.00 | $-16,110.00 |
22146(07) | 0070 | FENCE-STYLE CLF (6'HIGH, CLASS A) | * Overrun | 0026 | -2,500.00 | $44.00 | $-110,000.00 | Subtotals For Line Item Adjustments | $-123,959.84 | * = 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: | 110015 | Estimate Number: | 0026 | Primary JP: | 22146(07) | |||
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-157A(143)IG | Project: 22146(07) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $85,000.00 | $0.00 | $85,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 576,941.000 | 576,941.000 | 576,941.000 | $4.40 | $0.00 | $2,538,540.40 | |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 10,000.000 | 10,000.000 | 0.000 | $4.40 | $0.00 | $0.00 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $80,000.00 | $0.00 | $80,000.00 | |
0005 | TEMPORARY BALE BARRIER | 222 2801 | LF | 108.000 | 108.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0006 | TEMPORARY SILT FENCE | 223 2801 | LF | 21,422.000 | 21,422.000 | 0.000 | 2,700.000 | $1.00 | $0.00 | $2,700.00 |
0007 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 35.000 | 35.000 | 0.000 | $50.00 | $0.00 | $0.00 | |
0008 | NYLON EROSION CONTROL MAT | 228 4170 | SY | 21,033.000 | 21,033.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0009 | SOLID SLAB SODDING | 230(A) 2806 | SY | 30,518.000 | 30,518.000 | 24,000.000 | 202,513.590 | $1.25 | $30,000.00 | $253,141.99 |
0010 | MULCH SODDING | 230(B) 2807 | SY | 117,300.000 | 117,300.000 | 0.000 | $1.25 | $0.00 | $0.00 | |
0011 | SEEDING METHOD A | 232(A) 2813 | AC | 5.000 | 5.000 | 0.000 | $350.00 | $0.00 | $0.00 | |
0012 | SEEDING METHOD B | 232(B) 2814 | AC | 25.000 | 25.000 | 0.000 | $550.00 | $0.00 | $0.00 | |
0013 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 25.000 | 25.000 | 0.000 | $450.00 | $0.00 | $0.00 | |
0014 | MOWING | 241 2832 | AC | 73.000 | 73.000 | 0.000 | $55.00 | $0.00 | $0.00 | |
0015 | AGGREGATE BASE | 303 0192 | CY | 21,564.000 | 21,564.000 | 26,495.220 | $33.00 | $0.00 | $874,342.26 | |
0016 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 4,006.000 | 4,006.000 | 1,192.960 | $1.00 | $0.00 | $1,192.96 | |
0017 | SEPARATOR FABRIC | 325 5271 | SY | 72,169.000 | 72,169.000 | 91,949.630 | $1.00 | $0.00 | $91,949.63 | |
0018 | TRAFFIC BOUND SURFACE COURSE TYPE C | 403(C) 0221 | TON | 381.000 | 381.000 | 221.050 | 221.050 | $16.00 | $3,536.80 | $3,536.80 |
0019 | PRIME COAT | 408 5774 | GAL | 10,111.000 | 10,111.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 20,838.000 | 20,838.000 | 0.000 | 25,509.460 | $55.00 | $0.00 | $1,403,020.30 |
0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 8,341.000 | 8,341.000 | 2,135.310 | 9,665.720 | $65.00 | $138,795.15 | $628,271.80 |
0022 | COLD MILLING PAVEMENT | 417 5267 | SY | 7,624.000 | 7,624.000 | 15,136.600 | 15,136.600 | $2.00 | $30,273.20 | $30,273.20 |
0023 | CLSM BACKFILL | 501(G) 6309 | CY | 25.000 | 25.000 | 0.000 | $110.00 | $0.00 | $0.00 | |
0024 | CLASS C CONCRETE | 509(D) 0325 | CY | 132.000 | 132.000 | 126.740 | $250.00 | $0.00 | $31,685.00 | |
0025 | TYPE I-A PLAIN RIPRAP | 601A-1 0536 | TON | 80.000 | 80.000 | 94.200 | $50.00 | $0.00 | $4,710.00 | |
0026 | TYPE I-A FILTER BLANKET | 601A-2 0538 | TON | 26.000 | 26.000 | 40.990 | $45.00 | $0.00 | $1,844.55 | |
0027 | COMBINED CURB & GUTTER (8" BARRIER) | 609(B) 0384 | LF | 22,668.000 | 22,668.000 | 26,084.000 | $12.00 | $0.00 | $313,008.00 | |
0028 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 1.000 | 1.000 | 0.000 | 1.000 | $3,000.00 | $0.00 | $3,000.00 |
0029 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 1.000 | 1.000 | 1.000 | $4,000.00 | $0.00 | $4,000.00 | |
0030 | MANHOLE (6' DIAMETER) | 611(A) 2659 | EA | 3.000 | 3.000 | 3.000 | $5,000.00 | $0.00 | $15,000.00 | |
0031 | MANHOLE (8' DIA.METER) | 611(A) 2661 | EA | 2.000 | 2.000 | 2.000 | $7,000.00 | $0.00 | $14,000.00 | |
0032 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 2.000 | 2.000 | 0.000 | 1.200 | $400.00 | $0.00 | $480.00 |
0033 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 1.000 | 1.000 | 0.680 | $500.00 | $0.00 | $340.00 | |
0034 | ADD'L.DEPTH IN MANHOLE (6' DIAMETER) | 611(B) 2682 | VF | 20.000 | 20.000 | 19.420 | $700.00 | $0.00 | $13,594.00 | |
0035 | ADD'L.DEPTH IN MANHOLE (8' DIAMETER) | 611(B) 2684 | VF | 8.000 | 8.000 | 7.270 | $1,100.00 | $0.00 | $7,997.00 | |
0036 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 16.000 | 16.000 | 16.000 | $600.00 | $0.00 | $9,600.00 | |
0037 | INLET CICI DES. 3 (STD) | 611(E) 5120 | EA | 29.000 | 29.000 | 29.000 | $4,000.00 | $0.00 | $116,000.00 | |
0038 | INLET CICI DES. 3 (D) | 611(E) 5122 | EA | 3.000 | 3.000 | 3.000 | $6,000.00 | $0.00 | $18,000.00 | |
0039 | INLET CDI RCB DES. 6 | 611(E) 5392 | EA | 1.000 | 1.000 | 1.000 | $4,500.00 | $0.00 | $4,500.00 | |
0040 | INLET W/LRG.JCT.BOX,CICI-JB-1,DES.3 | 611(E) 5882 | EA | 1.000 | 1.000 | 1.000 | $7,600.00 | $0.00 | $7,600.00 | |
0041 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.3 | 611(E) 5982 | EA | 13.000 | 13.000 | 13.000 | $6,900.00 | $0.00 | $89,700.00 | |
0042 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.3(D) | 611(E) 5986 | EA | 2.000 | 2.000 | 2.000 | $8,900.00 | $0.00 | $17,800.00 | |
0043 | INLET (SMD-TYPE 2B) | 611(E) 6006 | EA | 2.000 | 2.000 | 2.000 | $4,800.00 | $0.00 | $9,600.00 | |
0044 | INLET GPI, TYPE 2 (DES.11A) | 611(E) 7180 | EA | 2.000 | 2.000 | 2.000 | $4,500.00 | $0.00 | $9,000.00 | |
0045 | INLET CICI DES. 3 (ADD'L DEPTH) | 611(F) 5330 | VF | 43.000 | 43.000 | 42.450 | $1,100.00 | $0.00 | $46,695.00 | |
0046 | INLET GPI TYPE 2 (ADD'L DEPTH) | 611(F) 5375 | VF | 4.000 | 4.000 | 3.660 | $1,000.00 | $0.00 | $3,660.00 | |
0047 | INLET CDI RCB DES. 6,(ADD'L DEPTH) | 611(F) 5541 | VF | 3.000 | 3.000 | 2.230 | $1,000.00 | $0.00 | $2,230.00 | |
0048 | INLET W/LJB,CICI-JB-1,DES.3(ADD'L DEPTH) | 611(F) 5882 | VF | 2.000 | 2.000 | 1.590 | $900.00 | $0.00 | $1,431.00 | |
0049 | INLET W/SJB,CICI-JB-1,DES.3(ADD'L DEPTH) | 611(F) 5982 | VF | 31.000 | 31.000 | 30.970 | $800.00 | $0.00 | $24,776.00 | |
0050 | INLET W/SJB,CICI-JB-1,DES.3(D,ADD'L DEPTH) | 611(F) 5986 | VF | 4.000 | 4.000 | 3.480 | $800.00 | $0.00 | $2,784.00 | |
0051 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 136.000 | 136.000 | 194.000 | $500.00 | $0.00 | $97,000.00 | |
0052 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 140.000 | 140.000 | 244.000 | $500.00 | $0.00 | $122,000.00 | |
0053 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 1,849.000 | 1,849.000 | 0.000 | 1,877.000 | $38.00 | $0.00 | $71,326.00 |
0054 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 1,035.000 | 1,035.000 | 1,035.000 | $52.00 | $0.00 | $53,820.00 | |
0055 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 1,586.000 | 1,586.000 | 0.000 | 1,689.000 | $62.00 | $0.00 | $104,718.00 |
0056 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 260.000 | 260.000 | 259.000 | $81.00 | $0.00 | $20,979.00 | |
0057 | 48" R.C.PIPE CLASS III | 613(B) 0496 | LF | 1,967.000 | 1,967.000 | 1,966.000 | $115.00 | $0.00 | $226,090.00 | |
0058 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 3.000 | 3.000 | 3.000 | $750.00 | $0.00 | $2,250.00 | |
0059 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5732 | EA | 2.000 | 2.000 | 8.000 | $1,000.00 | $0.00 | $8,000.00 | |
0060 | 36" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5734 | EA | 1.000 | 1.000 | 1.000 | $1,400.00 | $0.00 | $1,400.00 | |
0061 | 48" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5738 | EA | 3.000 | 3.000 | 3.000 | $2,200.00 | $0.00 | $6,600.00 | |
0062 | 24" WELDED STEEL CONDUIT (TRENCHED) | 616 0190 | LF | 1,887.000 | 1,887.000 | 1,894.000 | $80.00 | $0.00 | $151,520.00 | |
0063 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $35,000.00 | $0.00 | $35,000.00 | |
0064 | REMOVAL OF FENCE | 619(B) 4725 | LF | 3,482.000 | 3,482.000 | 2,500.000 | 3,100.000 | $1.00 | $2,500.00 | $3,100.00 |
0065 | (SP)REMOVAL OF OIL WELL EQUIPMENT | 619(B) 8700 | LSUM | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
0066 | (SP)OIL WELL PLUGGING GROUT | 619(B) 8705 | CY | 60.000 | 60.000 | 0.000 | $250.00 | $0.00 | $0.00 | |
0067 | (SP)PLUG OIL WELL | 619(B) 8710 | EA | 6.000 | 6.000 | 0.000 | $2,500.00 | $0.00 | $0.00 | |
0068 | SAWING PAVEMENT | 619(C) 0924 | LF | 724.000 | 724.000 | 946.000 | 946.000 | $5.00 | $4,730.00 | $4,730.00 |
0069 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 423.000 | 423.000 | 0.000 | $13.00 | $0.00 | $0.00 | |
0070 | FENCE-STYLE CLF (6'HIGH, CLASS A) | 624(D) 4292 | LF | 1,905.000 | 1,905.000 | 2,500.000 | 4,558.000 | $44.00 | $110,000.00 | $200,552.00 |
0071 | EDGE DRAIN CONDUIT-PERFORATED | 653(A) 5915 | LF | 8,595.000 | 8,595.000 | 10,686.000 | $6.00 | $0.00 | $64,116.00 | |
0072 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 653(B) 5916 | LF | 2,865.000 | 2,865.000 | 40.000 | $6.00 | $0.00 | $240.00 | |
Subtotals For Category 0100/ROADWAY | $319,835.15 | $7,953,444.89 | ||||||||
Fed/State Project Number: STP-157A(143)IG | Project: 22146(07) | Category: 0300/TRAFFIC CONTROL | ||||||||
0073 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 390.000 | 390.000 | 0.000 | $1.10 | $0.00 | $0.00 | |
0074 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 300.000 | 300.000 | 2,297.000 | $1.10 | $0.00 | $2,526.70 | |
0075 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 1,700.000 | 1,700.000 | 2,598.000 | $1.10 | $0.00 | $2,857.80 | |
0076 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 1,050.000 | 1,050.000 | 2,371.000 | $1.10 | $0.00 | $2,608.10 | |
0077 | TUBE CHANNELIZERS | 880(G) 8884 | SD | 5,300.000 | 5,300.000 | 228.000 | $0.55 | $0.00 | $125.40 | |
0078 | FLAGGER | 880(I) 8902 | SD | 25.000 | 25.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC CONTROL | $0.00 | $8,118.00 | ||||||||
Fed/State Project Number: STP-157A(143)IG | Project: 22146(07) | Category: 0301/SIGNING AND STRIPING | ||||||||
0079 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 317.240 | 317.240 | 413.720 | 413.720 | $13.00 | $5,378.36 | $5,378.36 |
0080 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 542.500 | 542.500 | 679.000 | 679.000 | $7.00 | $4,753.00 | $4,753.00 |
0081 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 59,932.000 | 59,932.000 | 50,000.000 | 71,115.640 | $0.50 | $25,000.00 | $35,557.82 |
0082 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 2,620.000 | 2,620.000 | 3,000.000 | 3,252.000 | $1.20 | $3,600.00 | $3,902.40 |
0083 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 225.000 | 225.000 | 250.000 | 336.000 | $6.60 | $1,650.00 | $2,217.60 |
0084 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 14.000 | 14.000 | 40.000 | 46.000 | $60.00 | $2,400.00 | $2,760.00 |
0085 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 6.000 | 6.000 | 4.000 | 4.000 | $120.00 | $480.00 | $480.00 |
0086 | TRAFFIC STRIPE(PLASTIC)(SYMBOLS) | 855(B) 8824 | EA | 16.000 | 16.000 | 10.000 | 10.000 | $33.00 | $330.00 | $330.00 |
Subtotals For Category 0301/SIGNING AND STRIPING | $43,591.36 | $55,379.18 | ||||||||
Fed/State Project Number: STP-157A(143)IG | Project: 22146(07) | Category: 0302/LIGHTING | ||||||||
0087 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8722 | LSUM | 1.000 | 1.000 | 0.500 | 1.000 | $220.00 | $110.00 | $220.00 |
Subtotals For Category 0302/LIGHTING | $110.00 | $220.00 | ||||||||
Fed/State Project Number: STP-157A(143)IG | Project: 22146(07) | Category: 0600/STAKING | ||||||||
0088 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.750 | $75,000.00 | $0.00 | $56,250.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $56,250.00 | ||||||||
Fed/State Project Number: STP-157A(143)IG | Project: 22146(07) | Category: 0640/CONSTRUCTION | ||||||||
0089 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.900 | $5,000.00 | $0.00 | $4,500.00 | |
0090 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $7,000.00 | $0.00 | $7,000.00 | |
0091 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $245,000.00 | $0.00 | $245,000.00 | |
0092 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.500 | $20,000.00 | $0.00 | $10,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $266,500.00 | ||||||||
Subtotals For Project STP-157A(143)IG /22146(07) | $363,536.51 | $8,339,912.07 |