Contract ID: | 100091 | Estimate Number: | 0024 | Contract No: | 511190 | |||
Residency: | BUFFALO (06100) | Estimate Type: | Progressive | Account No: | 400600 | |||
Project Number(s): | STP-STIM(519) | ||||||||||||
Primary Job Piece No: | 24068(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES US-281: OVER GRIEVER CREEK, 5.0 MILES NORTH OF US-60E. PROJECT LENGTH = 0.491 MILES. | ||||||||||||
Primary County: | MAJOR | ||||||||||||
Name of Road: | US-281 | ||||||||||||
Prime Contractor: | SEWELL BROS., INC. | ||||||||||||
1220 E. MAIN | |||||||||||||
CORDELL , OK 73632 | |||||||||||||
Surety Company: | WESTFIELD INSURANCE COMPANY | ||||||||||||
Date Let: | 03/18/2010 | NTP Effective Date: | 08/02/2010 | Pay Period: | 11/01/2011 TO 07/15/2013 |
Date Awarded: | 04/12/2010 | Date Work Began: | 06/25/2010 | Original Contract Time: | 275 |
Date Contract Executed: | 04/26/2010 | Date Time Stopped: | 09/05/2012 | Current Time Charged: | 804.00 |
Date NTP Issued: | 05/03/2010 | Completion Date: | 09/05/2012 | Current Time Allowed: | 796.00 |
General Liability Expires: | 07/01/2014 | Workman's Comp Expires: | 07/01/2014 | Percent Time Used: | 101.01 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $2,828,212.66 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $3,035,684.32 | Participating: | $2,779,983.23 | $2,696,379.86 | $83,603.37 | ||
Percent Complete: | 98.35 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $46,627.08 | Non ARRA: | $26,341.49 | $2,790.00 | $23,551.49 | ||
Unearned Balance: | $254,098.74 | Total Earnings: | $2,806,324.72 | $2,699,169.86 | $107,154.86 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $2,806,324.72 | $2,699,169.86 | $107,154.86 | ||||
Other Adjustments: | $-16,739.14 | $-5,742.90 | $-10,996.24 | ||||
Liq Dam/Disincentive: | $-8,000.00 | $-11,000.00 | $3,000.00 | ||||
TOTAL: | $2,781,585.58 | $2,682,426.96 | $99,158.62 |
Contract ID: | 100091 | Estimate Number: | 0024 | Primary JP: | 24068(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Sawing Pavement | Approved | 04/11/2011 | 0.0 | $2,790.00 |
002 | "Seeding Method B" | Approved | 09/17/2012 | 0.0 | $1,660.00 |
003 | Time Adjustment | Approved | 01/02/2013 | 3.0 | $0.00 |
004 | Finalizing Contr Item Quantities | Approved | 07/08/2013 | 0.0 | $-233,813.15 |
005 | Additional appropriations for "Unrecovered Overhead Costs" | Approved | 06/11/2013 | 0.0 | $21,891.49 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
24068(04) | 0035 | BEAM GUARD RAIL-W-BEAM-SINGLE | Stockpiled Material Adjustment | 0017 | $-4,054.50 |
24068(04) | 0035 | BEAM GUARD RAIL-W-BEAM-SINGLE | Stockpiled Material Initial Payment | 0007 | $4,054.50 |
24068(04) | 0036 | THRIE BEAM BRIDGE CONNECTION-TYPE A | Stockpiled Material Initial Payment | 0007 | $3,112.00 |
24068(04) | 0036 | THRIE BEAM BRIDGE CONNECTION-TYPE A | Stockpiled Material Adjustment | 0017 | $-3,112.00 |
24068(04) | 0037 | (SP)G.E.T. GUARD RAIL END SECTION | Stockpiled Material Adjustment | 0017 | $-5,852.00 |
24068(04) | 0037 | (SP)G.E.T. GUARD RAIL END SECTION | Stockpiled Material Initial Payment | 0007 | $5,852.00 |
24068(04) | 0047 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | Stockpiled Material Initial Payment | 0001 | $122,177.31 |
24068(04) | 0047 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | Stockpiled Material Adjustment | 0007 | $-122,177.31 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0017 | --11 | $1,000.00 | $-11,000.00 |
System Application of Liquidated Damages | 0024 | -3.0 | $1,000.00 | $3,000.00 | Subtotals For Liquidated Damages | $-8,000.00 |
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 |
24068(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 2,079.71 | $-0.36 | $-753.38 |
24068(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 2,639.99 | $0.67 | $1,787.93 |
24068(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0021 | 0.00 | $0.00 | $6,877.38 |
24068(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 398.57 | $-0.41 | $-165.01 |
24068(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 1,344.36 | $0.77 | $1,040.54 |
24068(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * QAQC | 0018 | 0.00 | $0.00 | $-13,100.00 |
24068(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * QAQC | 0024 | 0.00 | $0.00 | $-7,157.83 |
24068(04) | 0052 | CLASS AA CONCRETE | * QAQC | 0018 | 0.00 | $0.00 | $-29,750.00 |
24068(04) | 0052 | CLASS AA CONCRETE | * QAQC | 0021 | 0.00 | $0.00 | $28,319.64 |
24068(04) | 0052 | CLASS AA CONCRETE | * QAQC | 0024 | 0.00 | $0.00 | $-3,838.41 | Subtotals For Line Item Adjustments | $-16,739.14 | * = 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: | 100091 | Estimate Number: | 0024 | Primary JP: | 24068(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: STP-STIM(519) | Project: 24068(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $40,000.00 | $0.00 | $40,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 38,772.000 | 104,442.350 | 30,478.350 | 104,442.350 | $2.95 | $89,911.13 | $308,104.93 |
0003 | ROCK EXCAVATION | 202(B) 0182 | CY | 88,896.000 | 12,277.850 | -3,689.150 | 12,277.850 | $5.95 | $-21,950.44 | $73,053.21 |
0004 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 1,982.000 | 0.000 | 0.000 | $2.95 | $0.00 | $0.00 | |
0005 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
0006 | TEMPORARY SILT FENCE | 223 2801 | LF | 2,424.000 | 3,158.000 | 3,158.000 | $0.85 | $0.00 | $2,684.30 | |
0007 | TEMPORARY SEDIMENT BASIN | 225 2804 | EA | 2.000 | 0.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
0008 | TEMPORARY SILT DIKE | 227 0100 | LF | 210.000 | 154.000 | 154.000 | $5.00 | $0.00 | $770.00 | |
0009 | SOLID SLAB SODDING | 230(A) 2806 | SY | 28,658.000 | 38,572.890 | 38,572.890 | $1.50 | $0.00 | $57,859.34 | |
0010 | WATERING | 232(D) 2816 | MGAL | 1,146.000 | 415.000 | 18.000 | 415.000 | $2.00 | $36.00 | $830.00 |
0011 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 5.800 | 0.910 | 0.910 | $210.00 | $0.00 | $191.10 | |
0012 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 2.900 | 4.520 | 4.520 | $550.00 | $0.00 | $2,486.00 | |
0013 | FERTILIZING (0-46-0) | 234(A) 4406 | TON | 0.800 | 0.420 | 0.050 | 0.425 | $700.00 | $35.00 | $297.50 |
0014 | MOWING | 241 2832 | AC | 11.600 | 0.000 | 0.000 | $55.00 | $0.00 | $0.00 | |
0015 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 11,227.000 | 2,915.550 | 2,915.550 | $1.50 | $0.00 | $4,373.33 | |
0016 | TACK COAT | 407 0250 | GAL | 1,679.000 | 1,375.000 | 750.000 | 1,375.000 | $4.25 | $3,187.50 | $5,843.75 |
0017 | PRIME COAT | 408 5774 | GAL | 2,586.000 | 2,372.500 | 2,372.500 | $6.25 | $0.00 | $14,828.14 | |
0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 5,298.000 | 5,522.400 | 5,522.400 | $71.00 | $0.00 | $392,090.40 | |
0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 1,656.000 | 1,791.970 | 0.000 | 1,791.970 | $75.00 | $0.00 | $134,397.75 |
0020 | 10" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 5755 | SY | 210.000 | 210.000 | 210.000 | $57.00 | $0.00 | $11,970.00 | |
0021 | COLD MILLING BITUMINOUS PAVEMENT | 417 4267 | SY | 3,591.000 | 3,764.420 | 3,764.420 | $3.80 | $0.00 | $14,304.80 | |
0022 | CLASS C CONCRETE | 509(D) 0325 | CY | 301.000 | 279.000 | 279.000 | $205.00 | $0.00 | $57,195.00 | |
0023 | EPOXY COATED REINFORCING STEEL | 511(B) 4269 | LB | 1,968.000 | 1,968.000 | 1,968.000 | $0.90 | $0.00 | $1,771.20 | |
0024 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 1.900 | 1.900 | 1.900 | $400.00 | $0.00 | $760.00 | |
0025 | FILTER FABRIC | 602(C) 4155 | SY | 24.000 | 25.000 | 25.000 | $10.00 | $0.00 | $250.00 | |
0026 | INLET GPI TYPE 2 (DES. 14) | 611(E) 5340 | EA | 1.000 | 1.000 | 1.000 | $2,700.00 | $0.00 | $2,700.00 | |
0027 | INLET GPI TYPE 2 (ADD'L DEPTH) | 611(F) 5375 | VF | 4.000 | 4.000 | 4.000 | $300.00 | $0.00 | $1,200.00 | |
0028 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 54.000 | 86.000 | 86.000 | $115.00 | $0.00 | $9,890.00 | |
0029 | TYPE D4 CULVERT END TREATMENT | 613(CC) 7189 | EA | 2.000 | 2.000 | 2.000 | $1,150.00 | $0.00 | $2,300.00 | |
0030 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 74.000 | 74.000 | 74.000 | $20.00 | $0.00 | $1,480.00 | |
0031 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $3,500.00 | $0.00 | $3,500.00 | |
0032 | REMOVAL OF FENCE | 619(B) 4725 | LF | 840.000 | 1,735.000 | 1,735.000 | $1.00 | $0.00 | $1,735.00 | |
0033 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 7,543.000 | 7,266.660 | 7,266.660 | $1.60 | $0.00 | $11,626.66 | |
0034 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 2,026.000 | 2,425.000 | 2,425.000 | $1.00 | $0.00 | $2,425.00 | |
0035 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 450.000 | 450.000 | 450.000 | $16.50 | $0.00 | $7,425.00 | |
0036 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 4.000 | 4.000 | 4.000 | $1,675.00 | $0.00 | $6,700.00 | |
0037 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,175.00 | $0.00 | $8,700.00 | |
0038 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 3,352.000 | 2,907.000 | 2,907.000 | $3.30 | $0.00 | $9,593.10 | |
Subtotals For Category 0100/ROADWAY | $71,219.19 | $1,213,335.51 | ||||||||
Fed/State Project Number: STP-STIM(519) | Project: 24068(04) | Category: 0201/BRIDGE "A" | ||||||||
0039 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 136.000 | 136.000 | 136.000 | 136.000 | $3.70 | $503.20 | $503.20 |
0040 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 109.700 | 109.700 | 24.640 | 109.700 | $7.00 | $172.48 | $767.90 |
0041 | CLASS AA CONCRETE | 509(A) 1326 | CY | 269.300 | 269.300 | 3.990 | 269.300 | $250.00 | $997.50 | $67,325.00 |
0042 | REINFORCING STEEL | 511(A) 1332 | LB | 39,713.000 | 39,713.000 | 39,713.000 | $0.75 | $0.00 | $29,784.75 | |
0043 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 0.500 | 1.000 | $3,500.00 | $1,750.00 | $3,500.00 |
Subtotals For Category 0201/BRIDGE "A" | $3,423.18 | $101,880.85 | ||||||||
Fed/State Project Number: STP-STIM(519) | Project: 24068(04) | Category: 0202/BRIDGE "B" | ||||||||
0044 | SELECT BORROW | 202(D) 1303 | CY | 176.200 | 176.200 | 176.200 | 176.200 | $20.00 | $3,524.00 | $3,524.00 |
0045 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 377.800 | 377.800 | 377.800 | $7.00 | $0.00 | $2,644.60 | |
0046 | CLSM BACKFILL | 501(G) 6309 | CY | 321.500 | 321.500 | 12.200 | 321.500 | $85.00 | $1,037.00 | $27,327.50 |
0047 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 956.000 | 956.000 | 956.000 | $170.00 | $0.00 | $162,520.00 | |
0048 | APPROACH SLAB | 504(A) 1304 | SY | 490.400 | 490.400 | 490.400 | $120.00 | $0.00 | $58,848.00 | |
0049 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 57.000 | 57.000 | 57.000 | $215.00 | $0.00 | $12,255.00 | |
0050 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 745.200 | 745.200 | 745.200 | $50.00 | $0.00 | $37,260.00 | |
0051 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,772.000 | 1,772.000 | 1,772.000 | $2.50 | $0.00 | $4,430.00 | |
0052 | CLASS AA CONCRETE | 509(A) 1326 | CY | 291.800 | 291.800 | 0.000 | 291.800 | $400.00 | $0.00 | $116,720.00 |
0053 | CLASS A CONCRETE | 509(B) 1328 | CY | 335.700 | 335.700 | 335.700 | $400.00 | $0.00 | $134,280.00 | |
0054 | CLASS C CONCRETE | 509(D) 1331 | CY | 17.900 | 17.900 | 17.900 | $250.00 | $0.00 | $4,475.00 | |
0055 | TEMPORARY SHEET PILING | 510 6390 | LSUM | 1.000 | 1.000 | 1.000 | $4,000.00 | $0.00 | $4,000.00 | |
0056 | REINFORCING STEEL | 511(A) 1332 | LB | 1,077.000 | 1,077.000 | 1,077.000 | $0.85 | $0.00 | $915.45 | |
0057 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 119,262.000 | 119,262.000 | 119,262.000 | $0.90 | $0.00 | $107,335.80 | |
0058 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 359.000 | 359.000 | 359.000 | $17.00 | $0.00 | $6,103.00 | |
0059 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 1,977.000 | 2,076.290 | 2,076.290 | $21.00 | $0.00 | $43,602.09 | |
0060 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 359.000 | 344.110 | 344.110 | $9.00 | $0.00 | $3,096.99 | |
0061 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 1,977.000 | 2,076.290 | 2,076.290 | $10.00 | $0.00 | $20,762.90 | |
0062 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 18.000 | 18.000 | 18.000 | $400.00 | $0.00 | $7,200.00 | |
0063 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,282.000 | 1,282.000 | 1,282.000 | $3.00 | $0.00 | $3,846.00 | |
0064 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 471.000 | 471.000 | 471.000 | $750.00 | $0.00 | $353,250.00 | |
0065 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 16.000 | 16.000 | 16.000 | $600.00 | $0.00 | $9,600.00 | |
0066 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 8.000 | 8.000 | 8.000 | $700.00 | $0.00 | $5,600.00 | |
0067 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 1,904.000 | 1,882.350 | 1,882.350 | $38.50 | $0.00 | $72,470.48 | |
0068 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 412.100 | 403.710 | 403.710 | $31.50 | $0.00 | $12,716.87 | |
0069 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 191.000 | 191.000 | 191.000 | $20.00 | $0.00 | $3,820.00 | |
0070 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 107.000 | 122.000 | 122.000 | $20.00 | $0.00 | $2,440.00 | |
0071 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $35,000.00 | $0.00 | $35,000.00 | |
Subtotals For Category 0202/BRIDGE "B" | $4,561.00 | $1,256,043.68 | ||||||||
Fed/State Project Number: STP-STIM(519) | Project: 24068(04) | Category: 0300/PERMANENT TRAFFIC | ||||||||
0072 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 53.500 | 53.500 | 53.500 | $15.00 | $0.00 | $802.50 | |
0073 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 34.500 | 34.500 | 34.500 | $9.00 | $0.00 | $310.50 | |
0074 | 2 1/2" SQUARE TUBE POST | 851(C) 8330 | LF | 51.000 | 51.000 | 51.000 | $10.00 | $0.00 | $510.00 | |
0075 | DELINEATORS(TYPE 2, CODE 1) | 853 9033 | EA | 14.000 | 14.000 | 14.000 | $14.25 | $0.00 | $199.50 | |
0076 | (PL)4" RECESSED THERMOPLASTIC STRIPING | 855(A) 8820 | LF | 9,942.000 | 12,176.000 | 12,176.000 | $1.40 | $0.00 | $17,046.40 | |
Subtotals For Category 0300/PERMANENT TRAFFIC | $0.00 | $18,868.90 | ||||||||
Fed/State Project Number: STP-STIM(519) | Project: 24068(04) | Category: 0301/TEMPORARY TRAFFIC | ||||||||
0077 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 1,370.000 | 337.500 | 337.500 | $4.00 | $0.00 | $1,350.00 | |
0078 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 735.000 | 737.500 | 737.500 | $34.00 | $0.00 | $25,075.00 | |
0079 | (PL)PORTABLE TRAFFIC SIGNAL SYSTEM | 823 8478 | SD | 60.000 | 70.000 | 70.000 | $105.00 | $0.00 | $7,350.00 | |
0080 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 7,684.000 | 8,995.000 | 8,995.000 | $0.83 | $0.00 | $7,465.85 | |
0081 | (PL)CONST.ZONE IMPACT ATTEN. | 871 8705 | SD | 500.000 | 0.000 | 0.000 | $17.00 | $0.00 | $0.00 | |
0082 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 3,200.000 | 3,791.000 | 3,791.000 | $0.30 | $0.00 | $1,137.30 | |
0083 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 4,465.000 | 1,390.000 | 1,390.000 | $0.55 | $0.00 | $764.50 | |
0084 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 4,965.000 | 4,361.000 | 4,361.000 | $1.57 | $0.00 | $6,846.77 | |
0085 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 1,115.000 | 856.000 | 856.000 | $2.05 | $0.00 | $1,754.80 | |
0086 | WING BARRICADES | 880(C) 8848 | SD | 1,420.000 | 1,200.000 | 1,200.000 | $0.27 | $0.00 | $324.00 | |
0087 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 3,955.000 | 3,621.000 | 3,621.000 | $0.12 | $0.00 | $434.52 | |
0088 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 2,230.000 | 3,312.000 | 3,312.000 | $0.27 | $0.00 | $894.24 | |
0089 | DRUMS | 880(F) 8878 | SD | 8,475.000 | 5,153.000 | 5,153.000 | $0.27 | $0.00 | $1,391.31 | |
0090 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 148.000 | 98.000 | 98.000 | $17.00 | $0.00 | $1,666.00 | |
Subtotals For Category 0301/TEMPORARY TRAFFIC | $0.00 | $56,454.29 | ||||||||
Fed/State Project Number: STP-STIM(519) | Project: 24068(04) | Category: 0600/STAKING | ||||||||
0091 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $11,000.00 | $550.00 | $11,000.00 |
Subtotals For Category 0600/STAKING | $550.00 | $11,000.00 | ||||||||
Fed/State Project Number: STP-STIM(519) | Project: 24068(04) | Category: 0640/CONSTRUCTION | ||||||||
0092 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | 1.000 | $400.00 | $100.00 | $400.00 |
0093 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $7,000.00 | $0.00 | $7,000.00 | |
0094 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $100,000.00 | $0.00 | $100,000.00 | |
0095 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.250 | 1.000 | $15,000.00 | $3,750.00 | $15,000.00 |
Subtotals For Category 0640/CONSTRUCTION | $3,850.00 | $122,400.00 | ||||||||
Fed/State Project Number: STP-STIM(519) | Project: 24068(04) | Category: 0850/NON ARRA FUNDING | ||||||||
8001 | SAWING PAVEMENT | 619(C) 0924 | LF | 0.000 | 558.000 | 558.000 | $5.00 | $0.00 | $2,790.00 | |
8002 | SEEDING METHOD B | 232(B) 2814 | AC | 0.000 | 0.830 | 0.830 | 0.830 | $2,000.00 | $1,660.00 | $1,660.00 |
8003 | ROCK EXCAVATION | 202(B) 0182 | CY | 0.000 | 153,236.300 | 76,618.150 | 76,618.150 | $0.50 | $38,309.08 | $38,309.08 |
8004 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 0.000 | 131,340.700 | 65,670.350 | 65,670.350 | $-0.25 | $-16,417.59 | $-16,417.59 |
Subtotals For Category 0850/NON ARRA FUNDING | $23,551.49 | $26,341.49 | ||||||||
Subtotals For Project STP-STIM(519) /24068(04) | $107,154.86 | $2,806,324.72 |