Contract ID: | 120002 | Estimate Number: | 0022 | Contract No: | 711069 | |||
Residency: | MADILL (02300) | Estimate Type: | Progressive | Account No: | 404200 | |||
Project Number(s): | SSP-107C(111)SS | ||||||||||||
Primary Job Piece No: | 23191(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES SH-199: FROM 4.0 MILES WEST OF SH-78, EXTEND WEST OVER THE WASHITA RIVER. PROJECT LENGTH = 1.280 MILES | ||||||||||||
Primary County: | BRYAN | ||||||||||||
Name of Road: | SH-199 | ||||||||||||
Prime Contractor: | L & N BRIDGE, LLC | ||||||||||||
P.O. BOX 1088 | |||||||||||||
ANTLERS , OK 74523 | |||||||||||||
Surety Company: | WESTFIELD INSURANCE COMPANY | ||||||||||||
Date Let: | 01/19/2012 | NTP Effective Date: | 06/04/2012 | Pay Period: | 04/16/2013 TO 04/30/2013 |
Date Awarded: | 04/02/2012 | Date Work Began: | 06/04/2012 | Original Contract Time: | 240 |
Date Contract Executed: | 04/19/2012 | Date Time Stopped: | Current Time Charged: | 261.00 | |
Date NTP Issued: | 04/23/2012 | Completion Date: | Current Time Allowed: | 240.00 | |
General Liability Expires: | 09/01/2013 | Workman's Comp Expires: | 09/01/2013 | Percent Time Used: | 108.75 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $6,741,856.52 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $6,741,856.52 | Participating: | $0.00 | $0.00 | $0.00 | ||
Percent Complete: | 85.35 % | Non Participating: | $5,759,710.56 | $5,706,019.02 | $53,691.54 | ||
Funds Available: | $987,981.96 | Total Earnings: | $5,759,710.56 | $5,706,019.02 | $53,691.54 | ||
Unearned Balance: | $987,981.96 | Stockpiled Materials: | $5,503.62 | $9,665.70 | $-4,162.08 | ||
Gross Earnings: | $5,765,214.18 | $5,715,684.72 | $49,529.46 | ||||
Other Adjustments: | $9,660.38 | $9,524.42 | $135.96 | ||||
Liq Dam/Disincentive: | $-21,000.00 | $-10,000.00 | $-11,000.00 | ||||
TOTAL: | $5,753,874.56 | $5,715,209.14 | $38,665.42 |
Contract ID: | 120002 | Estimate Number: | 0022 | Primary JP: | 23191(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 |
23191(04) | 0043 | FENCE WIRE-BARB | Stockpiled Material Adjustment | 0009 | $-14,685.60 |
23191(04) | 0043 | FENCE WIRE-BARB | Stockpiled Material Adjustment | 0011 | $-711.66 |
23191(04) | 0043 | FENCE WIRE-BARB | Stockpiled Material Initial Payment | 0007 | $15,397.26 |
23191(04) | 0043 | FENCE WIRE-BARB | Stockpiled Material Adjustment | 0011 | $-356.70 |
23191(04) | 0043 | FENCE WIRE-BARB | Stockpiled Material Initial Payment | 0010 | $12,460.14 |
23191(04) | 0043 | FENCE WIRE-BARB | Stockpiled Material Adjustment | 0019 | $-2,437.74 |
23191(04) | 0043 | FENCE WIRE-BARB | Stockpiled Material Adjustment | 0022 | $-4,162.08 |
23191(04) | 0046 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0009 | $-58,321.83 |
23191(04) | 0046 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0006 | $58,321.83 |
23191(04) | 0047 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0006 | $89,131.38 |
23191(04) | 0047 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0010 | $-89,131.38 |
23191(04) | 0048 | REBAR-GR60 EPOXY CTD | Stockpiled Material Initial Payment | 0010 | $11,605.12 |
23191(04) | 0048 | REBAR-GR60 EPOXY CTD | Stockpiled Material Adjustment | 0016 | $-11,605.12 |
23191(04) | 0052 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0010 | $-184,166.67 |
23191(04) | 0052 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0006 | $852,290.00 |
23191(04) | 0052 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0012 | $-89,628.43 |
23191(04) | 0052 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0011 | $-578,494.90 |
23191(04) | 0055 | HCC-AA-AE(IA) | Stockpiled Material Initial Payment | 0009 | $53,384.52 |
23191(04) | 0055 | HCC-AA-AE(IA) | Stockpiled Material Adjustment | 0009 | $-126.76 |
23191(04) | 0055 | HCC-AA-AE(IA) | Stockpiled Material Adjustment | 0014 | $-20,696.58 |
23191(04) | 0055 | HCC-AA-AE(IA) | Stockpiled Material Adjustment | 0018 | $-4,817.50 |
23191(04) | 0055 | HCC-AA-AE(IA) | Stockpiled Material Adjustment | 0010 | $-378.07 |
23191(04) | 0055 | HCC-AA-AE(IA) | Stockpiled Material Adjustment | 0016 | $-27,365.61 |
23191(04) | 0058 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0015 | $-14,742.74 |
23191(04) | 0058 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0013 | $-100,000.00 |
23191(04) | 0058 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0009 | $114,742.74 | Subtotals For Stockpile Payments | $5,503.62 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0021 | --10 | $1,000.00 | $-10,000.00 |
System Application of Liquidated Damages | 0022 | --11 | $1,000.00 | $-11,000.00 | Subtotals For Liquidated Damages | $-21,000.00 |
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 |
23191(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0003 | 14,340.00 | $-0.01 | $-272.32 |
23191(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0005 | 700.00 | $0.01 | $9.09 |
23191(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0006 | 26,025.00 | $0.01 | $338.07 |
23191(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0007 | 1,224.00 | $0.10 | $129.73 |
23191(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0008 | 14,612.00 | $0.10 | $1,548.73 |
23191(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0009 | 8,760.00 | $0.08 | $744.51 |
23191(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0012 | 6,892.00 | $0.08 | $585.75 |
23191(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0013 | 4,258.00 | $0.05 | $246.92 |
23191(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0015 | 2,400.00 | $0.02 | $67.18 |
23191(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0016 | 5,000.00 | $0.02 | $139.95 |
23191(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0020 | 14,724.00 | $0.10 | $1,516.43 |
23191(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0022 | 4,000.00 | $0.03 | $135.96 |
23191(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0007 | 26,730.00 | $0.10 | $2,833.11 |
23191(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0008 | 8,713.00 | $0.10 | $923.49 |
23191(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 315.63 | $1.53 | $483.20 |
23191(04) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 131.79 | $1.74 | $230.58 | Subtotals For Line Item Adjustments | $9,660.38 |
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: | 120002 | Estimate Number: | 0022 | Primary JP: | 23191(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: SSP-107C(111)SS | Project: 23191(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $82,000.00 | $0.00 | $82,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 111,482.000 | 111,482.000 | 4,000.000 | 102,935.000 | $5.70 | $22,800.00 | $586,729.50 |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 35,443.000 | 35,443.000 | 0.000 | 35,443.000 | $7.00 | $0.00 | $248,101.00 |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.000 | 0.900 | $42,000.00 | $0.00 | $37,800.00 |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 5,518.000 | 5,518.000 | 3,600.000 | $1.15 | $0.00 | $4,140.00 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 238.000 | 238.000 | 397.000 | $9.90 | $0.00 | $3,930.30 | |
0007 | TEMPORARY ROCK FILTER DAM TYPE 1 | 221(G) 0150 | CY | 29.000 | 29.000 | 0.000 | $90.67 | $0.00 | $0.00 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 114,794.000 | 114,794.000 | 0.000 | $1.15 | $0.00 | $0.00 | |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 24.000 | 24.000 | 2.240 | $513.00 | $0.00 | $1,149.12 | |
0010 | FERTILIZING (18-46-0) | 234(A) 4409 | TON | 2.000 | 2.000 | 0.000 | $850.00 | $0.00 | $0.00 | |
0011 | MOWING | 241 2832 | AC | 48.000 | 48.000 | 0.000 | $76.00 | $0.00 | $0.00 | |
0012 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 6,901.000 | 6,901.000 | 0.000 | 9,797.210 | $43.00 | $0.00 | $421,280.03 |
0013 | LIME | 307(D) 4230 | TON | 612.000 | 612.000 | 0.000 | $158.00 | $0.00 | $0.00 | |
0014 | LIME STABILIZED SUBGRADE | 307(H) 4270 | SY | 34,304.000 | 34,304.000 | 0.000 | $2.90 | $0.00 | $0.00 | |
0015 | SEPARATOR FABRIC | 325 5271 | SY | 35,204.000 | 35,204.000 | 29,391.620 | $1.40 | $0.00 | $41,148.27 | |
0016 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 3,606.000 | 3,606.000 | 0.000 | 2,447.550 | $18.50 | $0.00 | $45,279.70 |
0017 | TACK COAT | 407(B) 0250 | GAL | 4,771.000 | 4,771.000 | 1,412.500 | $2.50 | $0.00 | $3,531.25 | |
0018 | PRIME COAT | 408 5774 | GAL | 13,716.000 | 13,716.000 | 0.000 | $4.70 | $0.00 | $0.00 | |
0019 | SUPERPAVE, TYPE S3(PG 76-28 OK) | 411(B) 5935 | TON | 1,223.000 | 1,223.000 | 0.000 | 2,817.850 | $70.40 | $0.00 | $198,376.64 |
0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 8,880.000 | 8,880.000 | 0.000 | 8,405.070 | $65.90 | $0.00 | $553,894.12 |
0021 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 1,814.000 | 1,814.000 | 0.000 | $82.40 | $0.00 | $0.00 | |
0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 3,875.000 | 3,875.000 | 0.000 | 979.200 | $67.90 | $0.00 | $66,487.68 |
0023 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 107.000 | 107.000 | 70.000 | $40.00 | $0.00 | $2,800.00 | |
0024 | CLASS AA CONCRETE | 509(A) 0319 | CY | 262.000 | 262.000 | 14.310 | 171.310 | $465.00 | $6,654.15 | $79,659.15 |
0025 | CLASS C CONCRETE | 509(D) 0325 | CY | 708.000 | 708.000 | 0.000 | 525.270 | $235.00 | $0.00 | $123,438.45 |
0026 | REINFORCING STEEL | 511(A) 0332 | LB | 37,827.000 | 37,827.000 | 22,470.000 | $1.00 | $0.00 | $22,470.00 | |
0027 | 24" R.C.PIPE CLASS IV | 613(A) 0583 | LF | 166.000 | 166.000 | 0.000 | 336.000 | $65.00 | $0.00 | $21,840.00 |
0028 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 150.000 | 150.000 | 190.000 | $27.00 | $0.00 | $5,130.00 | |
0029 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 461.000 | 461.000 | 14.000 | $38.00 | $0.00 | $532.00 | |
0030 | 42" CORR. GALV. STEEL PIPE | 613(B) 0693 | LF | 33.000 | 33.000 | 0.000 | $65.00 | $0.00 | $0.00 | |
0031 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 439.000 | 439.000 | 0.000 | $18.00 | $0.00 | $0.00 | |
0032 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1096 | LF | 147.000 | 147.000 | 0.000 | $15.00 | $0.00 | $0.00 | |
0033 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 2.000 | 2.000 | 2.000 | $627.00 | $0.00 | $1,254.00 | |
0034 | TYPE B4 CULVERT END TREATMENT | 613(M) 7187 | EA | 6.000 | 6.000 | 2.000 | 4.000 | $1,000.00 | $2,000.00 | $4,000.00 |
0035 | TYPE BB4 CULVERT END TREATMENT | 613(M) 7192 | EA | 2.000 | 2.000 | 2.000 | $1,500.00 | $0.00 | $3,000.00 | |
0036 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 2.000 | 2.000 | 0.000 | $1,000.00 | $0.00 | $0.00 | |
0037 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.250 | $38,000.00 | $0.00 | $9,500.00 | |
0038 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 4.000 | 4.000 | 0.000 | $350.00 | $0.00 | $0.00 | |
0039 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 22,561.000 | 22,561.000 | 11,500.670 | $2.30 | $0.00 | $26,451.54 | |
0040 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 700.000 | 700.000 | 0.000 | $15.20 | $0.00 | $0.00 | |
0041 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 0.000 | $2,100.00 | $0.00 | $0.00 | |
0042 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 0.000 | $1,400.00 | $0.00 | $0.00 | |
0043 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 8,849.000 | 8,849.000 | 2,392.000 | 5,686.000 | $3.75 | $8,970.00 | $21,322.50 |
Subtotals For Category 0100/ROADWAY | $40,424.15 | $2,615,245.25 | ||||||||
Fed/State Project Number: SSP-107C(111)SS | Project: 23191(04) | Category: 0200/BRIDGE 'A' | ||||||||
0044 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 190.000 | 190.000 | 190.000 | $8.00 | $0.00 | $1,520.00 | |
0045 | CLSM BACKFILL | 501(G) 6309 | CY | 243.000 | 243.000 | 0.000 | 243.000 | $120.00 | $0.00 | $29,160.00 |
0046 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 399.000 | 399.000 | 399.000 | $225.00 | $0.00 | $89,775.00 | |
0047 | PRESTRESSED CONCRETE BEAMS (TYPE J BT) | 503(A) 6290 | LF | 499.000 | 499.000 | 499.000 | $300.00 | $0.00 | $149,700.00 | |
0048 | APPROACH SLAB | 504(A) 1304 | SY | 281.200 | 281.200 | 281.200 | $135.00 | $0.00 | $37,962.00 | |
0049 | SAW-CUT GROOVING | 504(B) 1305 | SY | 3,040.900 | 3,040.900 | 3,040.900 | 3,040.900 | $3.60 | $10,947.24 | $10,947.24 |
0050 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 86.400 | 86.400 | 0.000 | 86.400 | $250.00 | $0.00 | $21,600.00 |
0051 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 1,373.800 | 1,373.800 | 0.000 | 934.000 | $70.00 | $0.00 | $65,380.00 |
0052 | STRUCTURAL STEEL | 506(A) 1322 | LB | 852,290.000 | 852,290.000 | 852,290.000 | $1.50 | $0.00 | $1,278,435.01 | |
0053 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 13.000 | 13.000 | 13.000 | $4,000.00 | $0.00 | $52,000.00 | |
0054 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 18.000 | 18.000 | 18.000 | $3,500.00 | $0.00 | $63,000.00 | |
0055 | CLASS AA CONCRETE | 509(A) 1326 | CY | 728.600 | 728.600 | 728.600 | $450.00 | $0.00 | $327,870.00 | |
0056 | CLASS A CONCRETE | 509(B) 1328 | CY | 347.300 | 347.300 | 347.300 | $325.00 | $0.00 | $112,872.50 | |
0057 | REINFORCING STEEL | 511(A) 1332 | LB | 2,530.000 | 2,530.000 | 2,530.000 | $1.00 | $0.00 | $2,530.00 | |
0058 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 203,570.000 | 203,570.000 | 0.000 | 203,570.000 | $1.00 | $0.00 | $203,570.00 |
0059 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 164.000 | 164.000 | 164.000 | $30.00 | $0.00 | $4,920.00 | |
0060 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 572.000 | 572.000 | 572.000 | $40.00 | $0.00 | $22,880.00 | |
0061 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 164.000 | 164.000 | 0.000 | 150.580 | $15.00 | $0.00 | $2,258.70 |
0062 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 572.000 | 572.000 | 0.000 | 498.930 | $20.00 | $0.00 | $9,978.60 |
0063 | PILE SPLICE, H-PILE (NON-BIDDABLE) | 514(L) 6220 | EA | 1.000 | 1.000 | 0.000 | $400.00 | $0.00 | $0.00 | |
0064 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 2,000.000 | 2,000.000 | 0.000 | $3.50 | $0.00 | $0.00 | |
0065 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 140.000 | 140.000 | 140.000 | $1,000.00 | $0.00 | $140,000.00 | |
0066 | DRILLED SHAFTS 84" DIAMETER | 516(A) 6100 | LF | 76.000 | 76.000 | 76.000 | $1,100.00 | $0.00 | $83,600.00 | |
0067 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 81.500 | 81.500 | 0.000 | $4.00 | $0.00 | $0.00 | |
0068 | SEALER RESIN | 523(B) 6560 | GAL | 1.000 | 1.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
0069 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 4,100.000 | 4,100.000 | 66.290 | 2,545.150 | $35.00 | $2,320.15 | $89,080.25 |
0070 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 875.000 | 875.000 | 0.000 | 467.300 | $25.00 | $0.00 | $11,682.50 |
0071 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 84.000 | 84.000 | 0.000 | 84.000 | $15.00 | $0.00 | $1,260.00 |
0072 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 48.000 | 48.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $13,267.39 | $2,811,981.80 | ||||||||
Fed/State Project Number: SSP-107C(111)SS | Project: 23191(04) | Category: 0300/TRAFFIC | ||||||||
0073 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 17.000 | 17.000 | 0.000 | $90.00 | $0.00 | $0.00 | |
0074 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 29,640.000 | 29,640.000 | 0.000 | $0.48 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC | $0.00 | $0.00 | ||||||||
Fed/State Project Number: SSP-107C(111)SS | Project: 23191(04) | Category: 0302/TRAFFIC CONTROL | ||||||||
0075 | (SP)PORTABLE TRAFFIC SIGNAL SYSTEM | 823 8478 | SD | 30.000 | 30.000 | 0.000 | $200.00 | $0.00 | $0.00 | |
0076 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 5,240.000 | 5,240.000 | 24,621.000 | $0.39 | $0.00 | $9,602.19 | |
0077 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 2,960.000 | 2,960.000 | 0.000 | $1.50 | $0.00 | $0.00 | |
0078 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 6,396.000 | 6,396.000 | 2,273.000 | $0.20 | $0.00 | $454.60 | |
0079 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 300.000 | 300.000 | 687.000 | $28.00 | $0.00 | $19,236.00 | |
0080 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 2,210.000 | 2,210.000 | 1,320.000 | $12.25 | $0.00 | $16,170.00 | |
0081 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 1,614.000 | 1,614.000 | 320.000 | $2.50 | $0.00 | $800.00 | |
0082 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 3,660.000 | 3,660.000 | 3,996.000 | $0.07 | $0.00 | $279.72 | |
0083 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 1,410.000 | 1,410.000 | 3,110.000 | $1.20 | $0.00 | $3,732.00 | |
0084 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 2,550.000 | 2,550.000 | 3,474.000 | $1.50 | $0.00 | $5,211.00 | |
0085 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 180.000 | 180.000 | 1,094.000 | $2.50 | $0.00 | $2,735.00 | |
0086 | WING BARRICADES | 880(C) 8848 | SD | 960.000 | 960.000 | 1,116.000 | $0.10 | $0.00 | $111.60 | |
0087 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 2,910.000 | 2,910.000 | 5,526.000 | $0.40 | $0.00 | $2,210.40 | |
0088 | DRUMS | 880(F) 8878 | SD | 4,140.000 | 4,140.000 | 18,520.000 | $0.80 | $0.00 | $14,816.00 | |
0089 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 480.000 | 480.000 | 0.000 | $20.00 | $0.00 | $0.00 | |
Subtotals For Category 0302/TRAFFIC CONTROL | $0.00 | $75,358.51 | ||||||||
Fed/State Project Number: SSP-107C(111)SS | Project: 23191(04) | Category: 0600/STAKING | ||||||||
0090 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.750 | $6,500.00 | $0.00 | $4,875.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $4,875.00 | ||||||||
Fed/State Project Number: SSP-107C(111)SS | Project: 23191(04) | Category: 0640/CONSTRUCTION | ||||||||
0091 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.500 | $4,500.00 | $0.00 | $2,250.00 | |
0092 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $250,000.00 | $0.00 | $250,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $252,250.00 | ||||||||
Subtotals For Project SSP-107C(111)SS /23191(04) | $53,691.54 | $5,759,710.56 |