Contract ID: | 100412 | Estimate Number: | 0027 | Contract No: | 610190 | |||
Residency: | BUFFALO (06100) | Estimate Type: | Progressive | Account No: | 400600 | |||
Project Number(s): | NHY-017N(055) | ||||||||||||
Primary Job Piece No: | 17457(12) | ||||||||||||
Contract Description: | GRADE, DRAIN AND SURFACE US-183/US-270/SH-3: FROM THE SH-50 JUNCTION, EXTEND SOUTHEAST. PROJECT LENGTH = 3.183 MILES. | ||||||||||||
Primary County: | WOODWARD | ||||||||||||
Name of Road: | US-270/US-183/SH-3 | ||||||||||||
Prime Contractor: | THE CUMMINS CONSTRUCTION CO., INC. | ||||||||||||
P. O. BOX 748 | |||||||||||||
ENID , OK 73702 | |||||||||||||
Surety Company: | HARTFORD ACCIDENT & INDEMNITY COMPANY | ||||||||||||
Date Let: | 06/17/2010 | NTP Effective Date: | 11/01/2010 | Pay Period: | 11/01/2011 TO 11/15/2011 |
Date Awarded: | 07/06/2010 | Date Work Began: | 10/11/2010 | Original Contract Time: | 300 |
Date Contract Executed: | 07/15/2010 | Date Time Stopped: | Current Time Charged: | 401.00 | |
Date NTP Issued: | 07/20/2010 | Completion Date: | Current Time Allowed: | 366.00 | |
General Liability Expires: | 09/01/2012 | Workman's Comp Expires: | 01/01/2012 | Percent Time Used: | 109.56 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $9,212,871.49 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $9,179,854.29 | Participating: | $8,028,773.22 | $7,097,630.80 | $931,142.42 | ||
Percent Complete: | 87.42 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $1,159,378.27 | Total Earnings: | $8,028,773.22 | $7,097,630.80 | $931,142.42 | ||
Unearned Balance: | $1,126,361.07 | Stockpiled Materials: | $-0.01 | $45,686.56 | $-45,686.57 | ||
Gross Earnings: | $8,028,773.21 | $7,143,317.36 | $885,455.85 | ||||
Other Adjustments: | $94,720.01 | $74,526.08 | $20,193.93 | ||||
Liq Dam/Disincentive: | $-70,000.00 | $-40,000.00 | $-30,000.00 | ||||
TOTAL: | $8,053,493.22 | $7,177,843.44 | $875,649.78 |
Contract ID: | 100412 | Estimate Number: | 0027 | Primary JP: | 17457(12) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Fence Removal and Vertical Panels | Approved | 03/30/2011 | 0.0 | $9,425.00 |
002 | Adds pay item Type E4 CET's | Approved | 07/26/2011 | 0.0 | $4,800.00 |
003 | "Pavement/Bridge Deck Smoothness" | Approved | 10/07/2011 | 0.0 | $0.00 |
004 | RCB Removal Str. #6 | Approved | 10/17/2011 | 20.0 | $18,792.20 |
005 | "Cementitious Stablized Subgrade" | Pending | 0 | 6.0 | $0.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
17457(12) | 0018 | ASCO MIXS37628OK(IA) | Stockpiled Material Initial Payment | 0014 | $79,543.56 |
17457(12) | 0018 | ASCO MIXS37628OK(IA) | Stockpiled Material Adjustment | 0014 | $-79,543.56 |
17457(12) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0021 | $-20,341.80 |
17457(12) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0015 | $-17,414.81 |
17457(12) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0018 | $-25,229.10 |
17457(12) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0014 | $-43,467.41 |
17457(12) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Initial Payment | 0014 | $578,363.10 |
17457(12) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0025 | $-24,222.76 |
17457(12) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0024 | $-212,143.45 |
17457(12) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0019 | $-235,543.78 |
17457(12) | 0020 | ASCO MIXS47628OK(IA) | Stockpiled Material Adjustment | 0027 | $-45,686.57 |
17457(12) | 0020 | ASCO MIXS47628OK(IA) | Stockpiled Material Initial Payment | 0014 | $45,686.57 |
17457(12) | 0027 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0003 | $14,579.92 |
17457(12) | 0027 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0003 | $-12,775.06 |
17457(12) | 0027 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0004 | $-1,804.86 | Subtotals For Stockpile Payments | $-0.01 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0024 | -11.0 | $2,000.00 | $-22,000.00 |
System Application of Liquidated Damages | 0025 | --5.0 | $2,000.00 | $10,000.00 |
System Application of Liquidated Damages | 0026 | -14.0 | $2,000.00 | $-28,000.00 |
System Application of Liquidated Damages | 0027 | -15.0 | $2,000.00 | $-30,000.00 |
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 |
17457(12) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0014 | 5,119.88 | $-0.43 | $-2,230.99 |
17457(12) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0018 | 245.36 | $2.32 | $570.65 |
17457(12) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0019 | 3,387.84 | $2.32 | $7,879.27 |
17457(12) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0021 | 41.85 | $2.32 | $97.33 |
17457(12) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0025 | 1,215.57 | $2.11 | $2,571.84 |
17457(12) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0026 | 6,484.70 | $2.11 | $13,720.00 |
17457(12) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0027 | -17.29 | $1.38 | $-23.87 |
17457(12) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 2,561.99 | $-1.38 | $-3,537.47 |
17457(12) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 9,979.61 | $-0.43 | $-4,348.62 |
17457(12) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 1,982.55 | $-0.43 | $-863.90 |
17457(12) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 1,150.70 | $2.32 | $2,676.24 |
17457(12) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 10,743.16 | $2.32 | $24,985.90 |
17457(12) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 927.79 | $2.32 | $2,157.81 |
17457(12) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0021 | 0.00 | $0.00 | $-6,135.24 |
17457(12) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0024 | 9,675.87 | $2.32 | $22,503.66 |
17457(12) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0025 | 4,758.30 | $2.11 | $10,067.37 |
17457(12) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0026 | 8,352.09 | $2.11 | $17,670.93 |
17457(12) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0027 | -36.03 | $1.38 | $-49.75 |
17457(12) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0027 | 8,381.10 | $1.57 | $13,225.38 |
17457(12) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 999.86 | $-0.49 | $-497.93 |
17457(12) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 58.96 | $2.65 | $156.72 |
17457(12) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0026 | 89.75 | $2.41 | $217.02 |
17457(12) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0027 | 4,462.72 | $1.57 | $7,042.17 |
17457(12) | 0024 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0023 | -77.77 | $345.10 | $-26,838.43 |
17457(12) | 0024 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0023 | -138.83 | $345.10 | $-47,910.23 |
17457(12) | 0024 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0025 | 138.83 | $345.10 | $47,910.23 |
17457(12) | 0024 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0025 | -38.06 | $345.10 | $-13,134.51 |
17457(12) | 0024 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0025 | 77.77 | $345.10 | $26,838.43 | Subtotals For Line Item Adjustments | $94,720.01 | * = User applied Line Item Adjustments |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
No milestones exist for this contract. |
Contract ID: | 100412 | Estimate Number: | 0027 | Primary JP: | 17457(12) | |||
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: NHY-017N(055) | Project: 17457(12) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 0.150 | 1.000 | $15,225.00 | $2,283.75 | $15,225.00 |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 242,035.000 | 242,035.000 | 2,250.000 | 241,579.400 | $2.54 | $5,715.00 | $613,611.68 |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 23,196.000 | 23,196.000 | 0.000 | 23,196.000 | $2.55 | $0.00 | $59,149.80 |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.250 | 1.000 | $45,675.00 | $11,418.75 | $45,675.00 |
0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 5,784.000 | 5,784.000 | 0.000 | 6,939.000 | $2.03 | $0.00 | $14,086.17 |
0006 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 10.000 | 10.000 | 6.000 | $152.25 | $0.00 | $913.50 | |
0007 | TEMPORARY SEDIMENT BASIN | 225 2804 | EA | 1.000 | 1.000 | 1.000 | $812.00 | $0.00 | $812.00 | |
0008 | TEMPORARY SILT DIKE | 227 0100 | LF | 1,452.000 | 1,452.000 | 1,575.000 | $6.10 | $0.00 | $9,607.50 | |
0009 | SOLID SLAB SODDING | 230(A) 2806 | SY | 299,936.000 | 299,936.000 | 0.000 | 78,634.000 | $1.35 | $0.00 | $106,155.90 |
0010 | WATERING | 230(F) 2812 | MGAL | 11,997.000 | 11,997.000 | 5,072.000 | $8.15 | $0.00 | $41,336.80 | |
0011 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 124.000 | 124.000 | 18.980 | $101.50 | $0.00 | $1,926.47 | |
0012 | MOWING | 241 2832 | AC | 124.000 | 124.000 | 66.040 | $101.50 | $0.00 | $6,703.07 | |
0013 | (SP)FLY ASH | 327(A) 4200 | TON | 10,139.000 | 10,139.000 | 236.530 | 6,931.650 | $52.70 | $12,465.13 | $365,297.96 |
0014 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 148,220.000 | 148,220.000 | 0.000 | 134,798.000 | $2.18 | $0.00 | $293,859.64 |
0015 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 425.000 | 425.000 | 871.850 | $31.05 | $0.00 | $27,070.93 | |
0016 | TACK COAT | 407 0250 | GAL | 65,994.000 | 65,994.000 | 12,650.000 | $2.41 | $0.00 | $30,486.50 | |
0017 | PRIME COAT | 408 5774 | GAL | 32,055.000 | 32,055.000 | 17,919.050 | $4.95 | $0.00 | $88,699.31 | |
0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 16,435.000 | 16,435.000 | -17.290 | 16,477.910 | $63.75 | $-1,102.24 | $1,050,466.77 |
0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 52,453.000 | 52,453.000 | -36.030 | 50,890.320 | $52.89 | $-1,905.63 | $2,691,589.01 |
0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 12,963.000 | 12,963.000 | 8,381.100 | 8,381.100 | $68.75 | $576,200.63 | $576,200.63 |
0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 5,452.000 | 5,452.000 | 4,462.720 | 6,086.220 | $55.37 | $247,100.81 | $336,994.01 |
0022 | RUMBLE STRIP-METHOD AC-CON | 413(A) 4861 | LF | 66,586.000 | 66,586.000 | 0.000 | $0.10 | $0.00 | $0.00 | |
0023 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 1,494.000 | 1,494.000 | 1,494.000 | $10.15 | $0.00 | $15,164.10 | |
0024 | CLASS AA CONCRETE | 509(A) 0319 | CY | 1,662.000 | 1,662.000 | 4.450 | 1,716.070 | $345.10 | $1,535.70 | $592,215.77 |
0025 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 1.260 | 1.260 | 0.000 | 1.000 | $1,015.00 | $0.00 | $1,015.00 |
0026 | CLASS C CONCRETE | 509(D) 0325 | CY | 72.000 | 72.000 | 186.390 | 340.390 | $208.10 | $38,787.76 | $70,835.16 |
0027 | REINFORCING STEEL | 511(A) 0332 | LB | 242,824.000 | 242,824.000 | 249,222.930 | $0.71 | $0.00 | $176,948.28 | |
0028 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 1,190.000 | 1,190.000 | 585.050 | $41.55 | $0.00 | $24,308.82 | |
0029 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 10.000 | 10.000 | 0.000 | 8.000 | $604.00 | $0.00 | $4,832.00 |
0030 | JUNCTION BOXES | 611(J) 0487 | CF | 40.000 | 40.000 | 0.000 | $101.50 | $0.00 | $0.00 | |
0031 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 250.000 | 250.000 | 0.000 | 264.000 | $33.55 | $0.00 | $8,857.20 |
0032 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 348.000 | 348.000 | 0.000 | 348.000 | $40.70 | $0.00 | $14,163.60 |
0033 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 456.000 | 456.000 | 408.000 | $66.90 | $0.00 | $27,295.20 | |
0034 | 48" R.C.PIPE CLASS III | 613(B) 0496 | LF | 176.000 | 176.000 | 184.000 | $99.80 | $0.00 | $18,363.20 | |
0035 | 22" X 13" R.C.PIPE ARCH CLASS A-III | 613(B) 4495 | LF | 200.000 | 200.000 | 200.000 | $55.75 | $0.00 | $11,150.00 | |
0036 | 43" X 26" R.C.PIPE ARCH CLASS A-III | 613(B) 4498 | LF | 204.000 | 204.000 | 200.000 | $97.15 | $0.00 | $19,430.00 | |
0037 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 2.000 | 2.000 | 0.000 | $903.35 | $0.00 | $0.00 | |
0038 | TYPE B4 CULVERT END TREATMENT | 613(CC) 7187 | EA | 2.000 | 2.000 | 0.000 | 1.000 | $1,014.00 | $0.00 | $1,014.00 |
0039 | TYPE D4 CULVERT END TREATMENT | 613(CC) 7189 | EA | 2.000 | 2.000 | 0.000 | $1,030.25 | $0.00 | $0.00 | |
0040 | TYPE A6 CULVERT END TREATMENT | 613(CC) 7196 | EA | 2.000 | 2.000 | 0.000 | 2.000 | $912.50 | $0.00 | $1,825.00 |
0041 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 6.000 | 6.000 | 4.000 | $964.25 | $0.00 | $3,857.00 | |
0042 | TYPE C6 CULVERT END TREATMENT | 613(CC) 7198 | EA | 1.000 | 1.000 | 2.000 | $1,827.00 | $0.00 | $3,654.00 | |
0043 | TYPE D6 CULVERT END TREATMENT | 613(CC) 7199 | EA | 2.000 | 2.000 | 2.000 | 4.000 | $2,283.75 | $4,567.50 | $9,135.00 |
0044 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 158.000 | 158.000 | 85.000 | $31.75 | $0.00 | $2,698.75 | |
0045 | 36" CORR. GALV. STEEL PIPE | 613(D) 0692 | LF | 166.000 | 166.000 | 165.000 | $48.95 | $0.00 | $8,076.75 | |
0046 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(D) 4527 | LF | 76.000 | 76.000 | 0.000 | $26.70 | $0.00 | $0.00 | |
0047 | 48" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5738 | EA | 3.000 | 3.000 | 0.000 | $1,369.30 | $0.00 | $0.00 | |
0048 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 17.000 | 17.000 | 17.000 | $888.15 | $0.00 | $15,098.55 | |
0049 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 79,069.000 | 79,069.000 | 934.400 | 80,922.000 | $1.62 | $1,513.73 | $131,093.65 |
0050 | REMOVAL OF EXISTING STRUCTURES | 619(B) 4778 | EA | 5.000 | 5.000 | 5.000 | $1,015.00 | $0.00 | $5,075.00 | |
0051 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 880.000 | 880.000 | 1,180.000 | $6.50 | $0.00 | $7,670.00 | |
0052 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 180.000 | 180.000 | 180.000 | $4.10 | $0.00 | $738.00 | |
0053 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 13,681.000 | 13,681.000 | 0.000 | 12,180.000 | $3.12 | $0.00 | $38,001.60 |
8001 | REMOVAL OF FENCE | 619(B) 4725 | LF | 0.000 | 2,000.000 | 691.000 | $2.80 | $0.00 | $1,934.80 | |
8003 | TYPE E4 CULVERT END TREATMENT | 613(CC) 7190 | EA | 0.000 | 3.000 | 1.000 | 2.000 | $1,600.00 | $1,600.00 | $3,200.00 |
8004 | REMOVAL OF EXISTING STRUCTURES | 619(B) 4778 | EA | 0.000 | 1.000 | 0.000 | $7,845.20 | $0.00 | $0.00 | |
8005 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 0.000 | 35.000 | 0.000 | $284.20 | $0.00 | $0.00 | |
8006 | STAKING | 642 0098 | LSUM | 0.000 | 1.000 | 1.000 | $1,000.00 | $0.00 | $1,000.00 | |
Subtotals For Category 0100/ROADWAY | $900,180.89 | $7,594,518.08 | ||||||||
Fed/State Project Number: NHY-017N(055) | Project: 17457(12) | Category: 0300/TRAFFIC TEMPORARY | ||||||||
0054 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 67,000.000 | 67,000.000 | 3,972.000 | 90,792.000 | $0.08 | $317.76 | $7,263.36 |
0055 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 4,500.000 | 4,500.000 | 2,000.000 | 2,066.000 | $0.75 | $1,500.00 | $1,549.50 |
0056 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 1,000.000 | 1,000.000 | 9,235.000 | 13,920.000 | $0.51 | $4,709.85 | $7,099.20 |
0057 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 5,760.000 | 5,760.000 | 7,632.000 | $0.20 | $0.00 | $1,526.40 | |
0058 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 2,640.000 | 2,640.000 | 4,917.000 | $0.36 | $0.00 | $1,770.12 | |
0059 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 5,760.000 | 5,760.000 | 8,846.000 | $1.02 | $0.00 | $9,022.92 | |
0060 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 6,120.000 | 6,120.000 | 3,866.000 | $0.51 | $0.00 | $1,971.66 | |
0061 | BARRICADES(TYPE III) | 880(C) 8845 | EA | 3.000 | 3.000 | 0.000 | $1,268.75 | $0.00 | $0.00 | |
0062 | WING BARRICADES | 880(C) 8848 | SD | 600.000 | 600.000 | 1,480.000 | $1.02 | $0.00 | $1,509.60 | |
0063 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 1,800.000 | 1,800.000 | 18,920.000 | $0.51 | $0.00 | $9,649.20 | |
0064 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 12,060.000 | 12,060.000 | 54.000 | 17,400.000 | $0.12 | $6.48 | $2,088.00 |
0065 | DRUMS | 880(F) 8878 | SD | 25,500.000 | 25,500.000 | 54.000 | 11,521.000 | $0.15 | $8.10 | $1,728.15 |
0066 | CHANNELIZER CONES | 880(G) 8890 | SD | 37,200.000 | 37,200.000 | 298.000 | 1,800.000 | $0.15 | $44.70 | $270.00 |
0067 | PORTABLE CHANGEABLE MESSAGE SIGN | 882(A) 8303 | EA | 1.000 | 1.000 | 1.000 | $1,522.50 | $0.00 | $1,522.50 | |
8002 | VERTICAL PANELS | 880(D) 8854 | SD | 0.000 | 25,500.000 | 17,525.000 | $0.15 | $0.00 | $2,628.75 | |
Subtotals For Category 0300/TRAFFIC TEMPORARY | $6,586.89 | $49,599.36 | ||||||||
Fed/State Project Number: NHY-017N(055) | Project: 17457(12) | Category: 0301/TRAFFIC PERMANENT | ||||||||
0068 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 418.100 | 418.100 | 439.500 | 439.500 | $12.20 | $5,361.90 | $5,361.90 |
0069 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 646.000 | 646.000 | 735.000 | 735.000 | $8.15 | $5,990.25 | $5,990.25 |
0070 | (SP)TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 854(C) 8525 | EA | 24.000 | 24.000 | 0.000 | $117.74 | $0.00 | $0.00 | |
0071 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 81,585.000 | 81,585.000 | 33,391.000 | 33,391.000 | $0.39 | $13,022.49 | $13,022.49 |
0072 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(24" WIDE) | 854(C) 8555 | LF | 250.000 | 250.000 | 0.000 | $6.39 | $0.00 | $0.00 | |
Subtotals For Category 0301/TRAFFIC PERMANENT | $24,374.64 | $24,374.64 | ||||||||
Fed/State Project Number: NHY-017N(055) | Project: 17457(12) | Category: 0600/STAKING | ||||||||
0073 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.950 | $41,615.00 | $0.00 | $39,534.25 | |
Subtotals For Category 0600/STAKING | $0.00 | $39,534.25 | ||||||||
Fed/State Project Number: NHY-017N(055) | Project: 17457(12) | Category: 0640/CONSTRUCTION | ||||||||
0074 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $5,582.50 | $0.00 | $4,186.89 | |
0075 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 0.850 | $336,600.00 | $0.00 | $286,110.00 | |
0076 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.750 | $40,600.00 | $0.00 | $30,450.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $320,746.89 | ||||||||
Subtotals For Project NHY-017N(055) /17457(12) | $931,142.42 | $8,028,773.22 |