Contract ID: | 120190 | Estimate Number: | 0022 | Contract No: | 810022 | |||
Residency: | BUFFALO (06100) | Estimate Type: | Progressive | Account No: | 400600 | |||
Project Number(s): | BRFY-176B(125) | ||||||||||||
Primary Job Piece No: | 24243(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES US-64: OVER WHITE HORSE CREEK 9.0 MILES EAST OF SH-50. PROJECT LENGTH = 0.982 MILES. | ||||||||||||
Primary County: | WOODS | ||||||||||||
Name of Road: | US-64 | ||||||||||||
Prime Contractor: | VENTURE CORPORATION DBA V. C. O. PAVING | ||||||||||||
P. O. BOX 1486 | |||||||||||||
GREAT BEND , KS 67530 | |||||||||||||
Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
Date Let: | 05/17/2012 | NTP Effective Date: | 10/01/2012 | Pay Period: | 08/01/2013 TO 08/15/2013 |
Date Awarded: | 06/04/2012 | Date Work Began: | 07/30/2012 | Original Contract Time: | 310 |
Date Contract Executed: | 06/19/2012 | Date Time Stopped: | Current Time Charged: | 322.00 | |
Date NTP Issued: | 07/13/2012 | Completion Date: | Current Time Allowed: | 334.00 | |
General Liability Expires: | 03/26/2014 | Workman's Comp Expires: | 03/26/2014 | Percent Time Used: | 96.41 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $5,341,752.77 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $5,222,031.23 | Participating: | $4,863,415.91 | $4,787,066.26 | $76,349.65 | ||
Percent Complete: | 90.56 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $504,505.55 | Total Earnings: | $4,863,415.91 | $4,787,066.26 | $76,349.65 | ||
Unearned Balance: | $384,784.01 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $4,863,415.91 | $4,787,066.26 | $76,349.65 | ||||
Other Adjustments: | $-26,168.69 | $-26,168.69 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $4,837,247.22 | $4,760,897.57 | $76,349.65 |
Contract ID: | 120190 | Estimate Number: | 0022 | Primary JP: | 24243(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | To delete note "TC-78" | Approved | 10/03/2012 | 0.0 | $0.00 |
002 | "Wing Barricades" | Approved | 10/03/2012 | 0.0 | $3,300.00 |
003 | "Strip Drains" | Approved | 09/21/2012 | 3.0 | $7,011.00 |
004 | "Rock Excavation" | Approved | 03/05/2013 | 21.0 | $109,410.54 |
005 | "Channelizer Cones" and "Pipe Extensions" | Pending | 0 | 0.0 | $27,012.60 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
24243(04) | 0020 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0017 | $-1,525.51 |
24243(04) | 0020 | ASCO MIXS36422OK(IA) | Stockpiled Material Initial Payment | 0008 | $95,196.35 |
24243(04) | 0020 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0016 | $-93,670.84 |
24243(04) | 0020 | ASCO MIXS36422OK(IA) | Stockpiled Material Initial Payment | 0014 | $9,944.88 |
24243(04) | 0020 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0016 | $-9,944.88 |
24243(04) | 0020 | ASCO MIXS36422OK(IA) | Stockpiled Material Initial Payment | 0014 | $1,407.92 |
24243(04) | 0020 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0016 | $-1,407.92 |
24243(04) | 0022 | ASCO MIXS46422OK(IA) | Stockpiled Material Adjustment | 0016 | $-28,777.11 |
24243(04) | 0022 | ASCO MIXS46422OK(IA) | Stockpiled Material Initial Payment | 0008 | $95,618.94 |
24243(04) | 0022 | ASCO MIXS46422OK(IA) | Stockpiled Material Adjustment | 0018 | $-3,089.83 |
24243(04) | 0022 | ASCO MIXS46422OK(IA) | Stockpiled Material Closure | 0019 | $-63,752.00 |
24243(04) | 0049 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0008 | $0.00 |
24243(04) | 0049 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0012 | $0.00 |
24243(04) | 0049 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0004 | $0.00 |
24243(04) | 0049 | HC-III | Stockpiled Material Adjustment | 0012 | $-73,974.89 |
24243(04) | 0049 | HC-III | Stockpiled Material Adjustment | 0008 | $-154,646.26 |
24243(04) | 0049 | HC-III | Stockpiled Material Initial Payment | 0006 | $228,621.15 |
24243(04) | 0052 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0012 | $-6,393.60 |
24243(04) | 0052 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0009 | $6,393.60 |
24243(04) | 0054 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0012 | $-900.00 |
24243(04) | 0054 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0009 | $900.00 |
24243(04) | 0055 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0012 | $-6,098.80 |
24243(04) | 0055 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0009 | $6,098.80 |
24243(04) | 0056 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0009 | $6,098.80 |
24243(04) | 0056 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0012 | $-6,098.80 | 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. | Subtotals For Liquidated Damages | $ |
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 |
24243(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0002 | 22,353.00 | $-0.03 | $-693.39 |
24243(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0003 | 33,529.20 | $0.00 | $134.79 |
24243(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0021 | 16,602.86 | $-0.06 | $-1,013.11 |
24243(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0016 | 511.35 | $-0.05 | $-29.67 |
24243(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0021 | -701.50 | $-0.06 | $42.81 |
24243(04) | 0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0018 | 1,983.26 | $-1.05 | $-2,084.51 |
24243(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 3,668.22 | $-1.05 | $-3,855.48 |
24243(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 2,748.40 | $-1.05 | $-2,888.71 |
24243(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 5,270.78 | $-1.05 | $-5,539.85 |
24243(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 677.34 | $-1.05 | $-711.92 |
24243(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 62.44 | $-1.05 | $-65.63 |
24243(04) | 0021 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0019 | 1,473.84 | $-1.20 | $-1,770.38 |
24243(04) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 1,111.38 | $-1.20 | $-1,334.99 |
24243(04) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 119.33 | $-1.20 | $-143.34 |
24243(04) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 893.70 | $-1.20 | $-1,073.51 |
24243(04) | 0057 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0005 | 0.00 | $0.00 | $-1,598.88 |
24243(04) | 0057 | CLASS AA CONCRETE | * QAQC | 0021 | 0.00 | $0.00 | $-3,542.92 | Subtotals For Line Item Adjustments | $-26,168.69 | * = 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: | 120190 | Estimate Number: | 0022 | Primary JP: | 24243(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: BRFY-176B(125) | Project: 24243(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $60,000.00 | $0.00 | $60,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 111,765.000 | 111,765.000 | 0.000 | 111,603.110 | $4.00 | $0.00 | $446,412.44 |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 23,817.000 | 23,817.000 | 0.000 | 21,629.860 | $4.00 | $0.00 | $86,519.44 |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.750 | $65,000.00 | $0.00 | $48,750.00 | |
0005 | OBLITERATING ABANDONED ROAD | 210 0121 | LF | 2,617.000 | 2,617.000 | 2,616.000 | $3.50 | $0.00 | $9,156.00 | |
0006 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 4,184.000 | 4,184.000 | 6,462.000 | $2.00 | $0.00 | $12,924.00 | |
0007 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 460.000 | 460.000 | 559.000 | $9.00 | $0.00 | $5,031.00 | |
0008 | DITCH LINER PROTECTION | 229 4318 | LF | 4,992.000 | 4,992.000 | 0.000 | $1.50 | $0.00 | $0.00 | |
0009 | SOLID SLAB SODDING | 230(A) 2806 | SY | 84,539.000 | 84,539.000 | 800.000 | $1.50 | $0.00 | $1,200.00 | |
0010 | SEEDING METHOD B | 232(B) 2814 | AC | 17.470 | 17.470 | 0.000 | $550.00 | $0.00 | $0.00 | |
0011 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 17.470 | 17.470 | 14.100 | $550.00 | $0.00 | $7,755.00 | |
0012 | MOWING | 241 2832 | AC | 34.940 | 34.940 | 0.000 | $72.00 | $0.00 | $0.00 | |
0013 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 840.000 | 840.000 | 0.000 | 840.000 | $85.00 | $0.00 | $71,400.00 |
0014 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 24,582.000 | 24,582.000 | 0.000 | 24,337.000 | $1.00 | $0.00 | $24,337.00 |
0015 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 91.000 | 91.000 | 141.470 | $75.00 | $0.00 | $10,610.25 | |
0016 | TACK COAT | 407(B) 0250 | GAL | 17,718.000 | 17,718.000 | 11,950.000 | $2.25 | $0.00 | $26,887.50 | |
0017 | PRIME COAT | 408 5774 | GAL | 7,679.000 | 7,679.000 | 6,000.000 | $4.00 | $0.00 | $24,000.00 | |
0018 | FABRIC REINFORCEMENT | 409(A) 4242 | SY | 25,655.000 | 25,655.000 | 0.000 | 24,337.000 | $2.00 | $0.00 | $48,674.00 |
0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 2,217.000 | 2,217.000 | 1,983.260 | $92.00 | $0.00 | $182,459.92 | |
0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 12,750.000 | 12,750.000 | 12,427.180 | $85.00 | $0.00 | $1,056,310.30 | |
0021 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 1,452.000 | 1,452.000 | 1,473.840 | $99.00 | $0.00 | $145,910.16 | |
0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 2,302.000 | 2,302.000 | 2,124.410 | $97.00 | $0.00 | $206,067.77 | |
0023 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 47.000 | 47.000 | 47.000 | $50.00 | $0.00 | $2,350.00 | |
0024 | CLASS AA CONCRETE | 509(A) 0319 | CY | 278.000 | 278.000 | 278.000 | $556.00 | $0.00 | $154,568.00 | |
0025 | CLASS C CONCRETE | 509(D) 0325 | CY | 898.000 | 898.000 | 300.000 | 300.000 | $250.00 | $75,000.00 | $75,000.00 |
0026 | REINFORCING STEEL | 511(A) 0332 | LB | 41,832.000 | 41,832.000 | 41,500.000 | $0.90 | $0.00 | $37,350.00 | |
0027 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 25.000 | 25.000 | 0.000 | $65.00 | $0.00 | $0.00 | |
0028 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 138.000 | 138.000 | 0.000 | 94.000 | $31.00 | $0.00 | $2,914.00 |
0029 | 12" CORR. GALV. STEEL PIPE | 613(B) 0688 | LF | 64.000 | 64.000 | 64.000 | $14.60 | $0.00 | $934.40 | |
0030 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 48.000 | 48.000 | 48.000 | $26.00 | $0.00 | $1,248.00 | |
0031 | 8" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0500 | LF | 369.000 | 369.000 | 0.000 | $27.00 | $0.00 | $0.00 | |
0032 | 8" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1097 | LF | 123.000 | 123.000 | 0.000 | $21.00 | $0.00 | $0.00 | |
0033 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 6.000 | 6.000 | 4.000 | $880.00 | $0.00 | $3,520.00 | |
0034 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 1.000 | 1.000 | 0.000 | $640.00 | $0.00 | $0.00 | |
0035 | PREFABRICATED WICK DRAIN | 614(A) 7049 | LF | 16,000.000 | 16,000.000 | 9,395.000 | $0.94 | $0.00 | $8,831.30 | |
0036 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $35,000.00 | $0.00 | $35,000.00 | |
0037 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 4.000 | 4.000 | 0.000 | $750.00 | $0.00 | $0.00 | |
0038 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 18,616.000 | 18,616.000 | 18,649.300 | $2.50 | $0.00 | $46,623.25 | |
0039 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 821.000 | 821.000 | 820.000 | $2.00 | $0.00 | $1,640.00 | |
0040 | REMOVE AND RESET CATTLE GUARD | 619(B) 8610 | EA | 1.000 | 1.000 | 0.000 | $2,500.00 | $0.00 | $0.00 | |
0041 | SAWING PAVEMENT | 619(C) 0924 | LF | 5,490.000 | 5,490.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
0042 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 1,150.000 | 1,150.000 | 1,150.000 | $14.50 | $0.00 | $16,675.00 | |
0043 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,100.00 | $0.00 | $8,400.00 | |
0044 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,200.00 | $0.00 | $4,800.00 | |
0045 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 7,952.000 | 7,952.000 | 6,229.000 | $4.00 | $0.00 | $24,916.00 | |
0046 | DELINEATORS(TYPE 2, CODE 1) | 853 9033 | EA | 29.000 | 29.000 | 18.000 | $25.00 | $0.00 | $450.00 | |
8002 | WING BARRICADES | 880(C) 8848 | SD | 0.000 | 1,500.000 | 60.000 | 1,544.000 | $2.20 | $132.00 | $3,396.80 |
8003 | (SP)PREFABRICATED STRIP DRAIN | 614(B) 7050 | LF | 0.000 | 4,100.000 | 3,765.000 | $1.71 | $0.00 | $6,438.15 | |
8004 | ROCK EXCAVATION | 202(C) 0182 | CY | 0.000 | 7,957.130 | 7,957.130 | $13.75 | $0.00 | $109,410.54 | |
Subtotals For Category 0100/ROADWAY | $75,132.00 | $3,018,870.22 | ||||||||
Fed/State Project Number: BRFY-176B(125) | Project: 24243(04) | Category: 0200/BRIDGE | ||||||||
0047 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 200.000 | 200.000 | 200.000 | $12.50 | $0.00 | $2,500.00 | |
0048 | CLSM BACKFILL | 501(G) 6309 | CY | 280.000 | 280.000 | 198.000 | $126.40 | $0.00 | $25,027.20 | |
0049 | PRESTRESSED CONCRETE BEAMS (TYPE J BT) | 503(A) 6290 | LF | 1,297.000 | 1,297.000 | 1,297.000 | $266.00 | $0.00 | $345,002.00 | |
0050 | APPROACH SLAB | 504(A) 1304 | SY | 281.200 | 281.200 | 281.200 | $144.65 | $0.00 | $40,675.58 | |
0051 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,718.100 | 1,718.100 | 1,718.100 | $4.05 | $0.00 | $6,958.31 | |
0052 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 43.200 | 43.200 | 0.000 | 43.200 | $204.13 | $0.00 | $8,818.42 |
0053 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 773.400 | 773.400 | 773.700 | $46.75 | $0.00 | $36,170.48 | |
0054 | STRUCTURAL STEEL | 506(A) 1322 | LB | 3,600.000 | 3,600.000 | 0.000 | 3,600.000 | $1.56 | $0.00 | $5,616.00 |
0055 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 8.000 | 8.000 | 0.000 | 8.000 | $2,541.36 | $0.00 | $20,330.88 |
0056 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 16.000 | 16.000 | 0.000 | 16.000 | $2,547.80 | $0.00 | $40,764.80 |
0057 | CLASS AA CONCRETE | 509(A) 1326 | CY | 428.500 | 428.500 | 428.500 | $430.50 | $0.00 | $184,469.25 | |
0058 | CLASS A CONCRETE | 509(B) 1328 | CY | 236.200 | 236.200 | 236.200 | $378.50 | $0.00 | $89,401.70 | |
0059 | REINFORCING STEEL | 511(A) 1332 | LB | 1,360.000 | 1,360.000 | 1,360.000 | $0.84 | $0.00 | $1,142.40 | |
0060 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 121,110.000 | 121,110.000 | 121,110.000 | $0.87 | $0.00 | $105,365.70 | |
0061 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 278.000 | 278.000 | 278.860 | $28.92 | $0.00 | $8,064.63 | |
0062 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 1,158.000 | 1,158.000 | 1,164.860 | $36.46 | $0.00 | $42,470.80 | |
0063 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 278.000 | 278.000 | 0.000 | 278.860 | $5.85 | $0.00 | $1,631.33 |
0064 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 1,158.000 | 1,158.000 | 0.000 | 1,164.150 | $6.25 | $0.00 | $7,275.94 |
0065 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,644.000 | 1,644.000 | 0.000 | 1,644.000 | $3.60 | $0.00 | $5,918.40 |
0066 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 254.000 | 254.000 | 254.000 | $662.24 | $0.00 | $168,208.96 | |
0067 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 40.800 | 40.800 | 40.000 | $4.00 | $0.00 | $160.00 | |
0068 | SEALER RESIN | 523(B) 6560 | GAL | 0.500 | 0.500 | 0.000 | 0.500 | $150.00 | $0.00 | $75.00 |
0069 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 4,680.000 | 4,680.000 | 4,041.070 | $53.19 | $0.00 | $214,944.52 | |
0070 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 880.000 | 880.000 | 807.600 | $48.09 | $0.00 | $38,837.49 | |
0071 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 84.000 | 84.000 | 0.000 | 84.000 | $23.66 | $0.00 | $1,987.44 |
0072 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 74.000 | 74.000 | 0.000 | 74.000 | $21.53 | $0.00 | $1,593.22 |
0073 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
Subtotals For Category 0200/BRIDGE | $0.00 | $1,423,410.45 | ||||||||
Fed/State Project Number: BRFY-176B(125) | Project: 24243(04) | Category: 0300/TRAFFIC CONTROL | ||||||||
0074 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 5,000.000 | 5,000.000 | 49,636.000 | $0.25 | $0.00 | $12,409.00 | |
0075 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 1,000.000 | 1,000.000 | 996.000 | $0.50 | $0.00 | $498.00 | |
0076 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 5,000.000 | 5,000.000 | 13,335.000 | $0.25 | $0.00 | $3,333.75 | |
0077 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 620.000 | 620.000 | 0.000 | $2.50 | $0.00 | $0.00 | |
0078 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 3,100.000 | 3,100.000 | 120.000 | 3,344.000 | $0.25 | $30.00 | $836.00 |
0079 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 1,860.000 | 1,860.000 | 214.000 | 6,970.000 | $2.50 | $535.00 | $17,425.00 |
0080 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 2,480.000 | 2,480.000 | 255.000 | 7,645.000 | $2.50 | $637.50 | $19,112.50 |
0081 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 1,860.000 | 1,860.000 | 1,260.000 | $0.25 | $0.00 | $315.00 | |
0082 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 7,750.000 | 7,750.000 | 195.000 | 7,719.000 | $0.05 | $9.75 | $385.95 |
0083 | DRUMS | 880(F) 8878 | SD | 31,000.000 | 31,000.000 | 45.000 | 14,042.000 | $0.12 | $5.40 | $1,685.04 |
0084 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 60.000 | 60.000 | 143.000 | $45.00 | $0.00 | $6,435.00 | |
Subtotals For Category 0300/TRAFFIC CONTROL | $1,217.65 | $62,435.24 | ||||||||
Fed/State Project Number: BRFY-176B(125) | Project: 24243(04) | Category: 0301/SIGNING & STRIPING | ||||||||
0085 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 4.000 | 4.000 | 8.000 | $50.00 | $0.00 | $400.00 | |
0086 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 35.100 | 35.100 | 22.000 | $15.00 | $0.00 | $330.00 | |
0087 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 88.000 | 88.000 | 72.000 | $10.00 | $0.00 | $720.00 | |
0088 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 1,550.000 | 1,550.000 | 0.000 | $1.85 | $0.00 | $0.00 | |
Subtotals For Category 0301/SIGNING & STRIPING | $0.00 | $1,450.00 | ||||||||
Fed/State Project Number: BRFY-176B(125) | Project: 24243(04) | Category: 0600/STAKING | ||||||||
0089 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.900 | $60,000.00 | $0.00 | $54,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $54,000.00 | ||||||||
Fed/State Project Number: BRFY-176B(125) | Project: 24243(04) | Category: 0640/CONSTRUCTION | ||||||||
0090 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $29,000.00 | $0.00 | $21,750.00 | |
0091 | FIELD OFFICE | 640(A) 1398 | EA | 1.000 | 1.000 | 1.000 | $8,500.00 | $0.00 | $8,500.00 | |
0092 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $273,000.00 | $0.00 | $273,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $303,250.00 | ||||||||
Subtotals For Project BRFY-176B(125) /24243(04) | $76,349.65 | $4,863,415.91 |