Contract ID: | 110338 | Estimate Number: | 0025 | Contract No: | 710576 | |||
Residency: | JACOBS (AKA - CARTER-BURGESS) (08004) | Estimate Type: | Progressive | Account No: | 400800 | |||
Project Number(s): | BRFY-149C(079) | ||||||||||||
Primary Job Piece No: | 21910(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES SH-28: OVER BIG CABIN CREEK, 7.5 MILES EAST OF THE US-69 JUNCTION. PROJECT LENGTH = 1.117 MILES. | ||||||||||||
Primary County: | MAYES | ||||||||||||
Name of Road: | SH-28 | ||||||||||||
Prime Contractor: | UNITED CONTRACTORS, INC. | ||||||||||||
6678 N.W. 62ND. AVE. | |||||||||||||
JOHNSTON , IA 50131 | |||||||||||||
Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
Date Let: | 10/20/2011 | NTP Effective Date: | 03/05/2012 | Pay Period: | 03/16/2013 TO 03/31/2013 |
Date Awarded: | 11/07/2011 | Date Work Began: | 02/06/2012 | Original Contract Time: | 330 |
Date Contract Executed: | 11/21/2011 | Date Time Stopped: | Current Time Charged: | 363.00 | |
Date NTP Issued: | 01/11/2012 | Completion Date: | Current Time Allowed: | 330.00 | |
General Liability Expires: | 04/01/2014 | Workman's Comp Expires: | 04/01/2014 | Percent Time Used: | 110.00 % |
Specification Year: | 2009 | Date Approved: | 04/08/2013 | ||
Current Contract Amount: | $7,838,420.42 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $7,829,965.12 | Participating: | $7,150,757.23 | $7,021,263.88 | $129,493.35 | ||
Percent Complete: | 90.75 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $724,876.20 | Total Earnings: | $7,150,757.23 | $7,021,263.88 | $129,493.35 | ||
Unearned Balance: | $716,420.90 | Stockpiled Materials: | $22,204.80 | $22,204.80 | $0.00 | ||
Gross Earnings: | $7,172,962.03 | $7,043,468.68 | $129,493.35 | ||||
Other Adjustments: | $6,582.19 | $6,582.19 | $0.00 | ||||
Liq Dam/Disincentive: | $-66,000.00 | $-54,000.00 | $-12,000.00 | ||||
TOTAL: | $7,113,544.22 | $6,996,050.87 | $117,493.35 |
Contract ID: | 110338 | Estimate Number: | 0025 | Primary JP: | 21910(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | This Change Order is for adding the settlement plates. | Approved | 02/05/2013 | 0.0 | $4,840.00 |
002 | Addition of pay item for construction zone pavement markers | Approved | 02/21/2013 | 0.0 | $2,914.00 |
003 | This change order adds pipe grates to a conc end treatment | Approved | 03/22/2013 | 0.0 | $701.30 |
004 | Add 19 days to contract | Pending | 0 | 19.0 | $0.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
21910(04) | 0054 | Prestressed Concrete Beams (Type J BT) | Stockpiled Material Adjustment | 0010 | $-119,090.66 |
21910(04) | 0054 | Prestressed Concrete Beams (Type J BT) | Stockpiled Material Adjustment | 0011 | $-238,179.20 |
21910(04) | 0054 | Prestressed Concrete Beams (Type J BT) | Stockpiled Material Initial Payment | 0007 | $476,298.98 |
21910(04) | 0054 | Prestressed Concrete Beams (Type J BT) | Stockpiled Material Adjustment | 0012 | $-119,029.11 |
21910(04) | 0066 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0006 | $-806.38 |
21910(04) | 0066 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0004 | $806.38 |
21910(04) | 0066 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0004 | $406.84 |
21910(04) | 0066 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0006 | $-406.84 |
21910(04) | 0066 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0004 | $18,974.75 |
21910(04) | 0066 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0006 | $-6,324.47 |
21910(04) | 0066 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0009 | $-1,591.75 |
21910(04) | 0066 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0008 | $-4,788.37 |
21910(04) | 0066 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0007 | $-6,270.16 |
21910(04) | 0066 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0007 | $-6,270.16 |
21910(04) | 0066 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0008 | $-4,352.50 |
21910(04) | 0066 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0004 | $16,947.13 |
21910(04) | 0066 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0006 | $-6,324.47 |
21910(04) | 0067 | Piles, Furnished (HP 12x53) | Stockpiled Material Initial Payment | 0002 | $13,105.00 |
21910(04) | 0067 | Piles, Furnished | Stockpiled Material Initial Payment | 0002 | $9,099.79 |
21910(04) | 0071 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0004 | $-7,067.00 |
21910(04) | 0071 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0004 | $7,067.00 | Subtotals For Stockpile Payments | $22,204.80 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0022 | --3.0 | $2,000.00 | $-6,000.00 |
System Application of Liquidated Damages | 0023 | --19 | $2,000.00 | $-38,000.00 |
System Application of Liquidated Damages | 0024 | --5.0 | $2,000.00 | $-10,000.00 |
System Application of Liquidated Damages | 0025 | --6.0 | $2,000.00 | $-12,000.00 | Subtotals For Liquidated Damages | $-66,000.00 |
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 |
21910(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0011 | 10,000.00 | $-0.03 | $-364.50 |
21910(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0003 | 12,000.00 | $0.04 | $581.40 |
21910(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0004 | 5,980.00 | $0.04 | $289.73 |
21910(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0005 | 25,120.00 | $0.08 | $2,121.38 |
21910(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0006 | 32,500.00 | $0.08 | $2,744.63 |
21910(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0007 | 24,140.00 | $0.05 | $1,314.42 |
21910(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0008 | 14,850.00 | $0.05 | $808.58 |
21910(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0020 | 7,225.90 | $0.03 | $285.06 |
21910(04) | 0065 | REINFORCING STEEL | * Missing Material Certification | 0016 | -1,410.00 | $0.85 | $-1,198.51 | Subtotals For Line Item Adjustments | $6,582.19 | * = 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: | 110338 | Estimate Number: | 0025 | Primary JP: | 21910(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-149C(079) | Project: 21910(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $45,000.00 | $0.00 | $45,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 24,945.000 | 24,945.000 | 18,710.000 | $4.80 | $0.00 | $89,808.00 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 144,518.000 | 144,518.000 | 137,292.100 | $5.20 | $0.00 | $713,918.92 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.890 | $23,000.00 | $0.00 | $20,470.00 | |
0005 | OBLITERATING ABANDONED ROAD | 210 0121 | LF | 4,400.000 | 4,400.000 | 4,400.000 | $3.00 | $0.00 | $13,200.00 | |
0006 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 3,500.000 | 3,500.000 | 5,870.000 | $2.00 | $0.00 | $11,740.00 | |
0007 | TEMPORARY SEDIMENT BASIN | 221(E) 2804 | EA | 1.000 | 1.000 | 0.000 | $1,000.00 | $0.00 | $0.00 | |
0008 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 676.000 | 676.000 | 644.000 | $10.00 | $0.00 | $6,440.00 | |
0009 | TEMPORARY ROCK FILTER DAM TYPE 1 | 221(G) 0150 | CY | 25.000 | 25.000 | 1.000 | $100.00 | $0.00 | $100.00 | |
0010 | DITCH LINER PROTECTION | 229 4318 | LF | 100.000 | 100.000 | 0.000 | $1.45 | $0.00 | $0.00 | |
0011 | SOLID SLAB SODDING | 230(A) 2806 | SY | 73,000.000 | 73,000.000 | 22,738.670 | $1.34 | $0.00 | $30,469.82 | |
0012 | SEEDING METHOD A | 232(A) 2813 | AC | 6.300 | 6.300 | 0.000 | $195.00 | $0.00 | $0.00 | |
0013 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 41.800 | 41.800 | 0.000 | $199.00 | $0.00 | $0.00 | |
0014 | MOWING | 241 2832 | AC | 60.000 | 60.000 | 0.000 | $44.00 | $0.00 | $0.00 | |
0015 | AGGREGATE BASE TYPE B | 303(B) 2110 | CY | 9,616.000 | 9,616.000 | 8,211.160 | $44.50 | $0.00 | $365,396.64 | |
0016 | MODIFIED SUBGRADE | 307(J) 4290 | SY | 31,524.000 | 31,524.000 | 31,200.340 | $6.10 | $0.00 | $190,322.08 | |
0017 | SEPARATOR FABRIC | 325 5271 | SY | 38,892.000 | 38,892.000 | 34,774.740 | $1.50 | $0.00 | $52,162.12 | |
0018 | GEOGRID REINFORCEMENT | 326(B) 0100 | SY | 4,250.000 | 4,250.000 | 839.590 | $2.25 | $0.00 | $1,889.08 | |
0019 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 4,000.000 | 4,000.000 | 2,427.290 | $18.60 | $0.00 | $45,147.61 | |
0020 | TACK COAT | 407(B) 0250 | GAL | 3,450.000 | 3,450.000 | 250.000 | 2,592.500 | $3.60 | $900.00 | $9,333.00 |
0021 | PRIME COAT | 408 5774 | GAL | 12,076.000 | 12,076.000 | 7,916.150 | $7.60 | $0.00 | $60,162.74 | |
0022 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 5,194.600 | 5,194.600 | 511.930 | 4,892.940 | $74.25 | $38,010.80 | $363,300.79 |
0023 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 7,315.400 | 7,315.400 | 458.340 | 6,963.310 | $69.75 | $31,969.22 | $485,690.88 |
0024 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 3,566.000 | 3,566.000 | 319.560 | 3,334.020 | $89.25 | $28,520.73 | $297,561.29 |
0025 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 969.000 | 969.000 | 940.340 | $87.25 | $0.00 | $82,044.67 | |
0026 | COLD MILLING PAVEMENT | 412 5267 | SY | 2,934.000 | 2,934.000 | 2,933.340 | $4.75 | $0.00 | $13,933.36 | |
0027 | CLASS C CONCRETE | 509(D) 0325 | CY | 43.200 | 43.200 | 31.240 | 32.530 | $410.00 | $12,808.40 | $13,337.30 |
0028 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 1,400.000 | 1,400.000 | 4,232.550 | $26.50 | $0.00 | $112,162.58 | |
0029 | TYPE I-A PLAIN RIPRAP | 601(B) 0536 | TON | 5,116.000 | 5,116.000 | 4,775.350 | $25.00 | $0.00 | $119,383.75 | |
0030 | TYPE I-A FILTER BLANKET | 601(C) 0538 | TON | 673.500 | 673.500 | 499.590 | $32.00 | $0.00 | $15,986.88 | |
0031 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 176.000 | 176.000 | 207.000 | $36.00 | $0.00 | $7,452.00 | |
0032 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 330.000 | 330.000 | 330.000 | $54.00 | $0.00 | $17,820.00 | |
0033 | 30" CORR. GALV. STEEL PIPE | 613(B) 0691 | LF | 130.000 | 130.000 | 130.000 | $68.00 | $0.00 | $8,840.00 | |
0034 | 15" CORR. GALV. STEEL PIPE | 613(B) 5717 | LF | 95.000 | 95.000 | 36.000 | $35.00 | $0.00 | $1,260.00 | |
0035 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0450 | LF | 1,000.000 | 1,000.000 | 30.000 | 65.000 | $21.00 | $630.00 | $1,365.00 |
0036 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1096 | LF | 250.000 | 250.000 | 127.000 | $21.00 | $0.00 | $2,667.00 | |
0037 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 6.000 | 6.000 | -1.000 | 7.000 | $1,700.00 | $-1,700.00 | $11,900.00 |
0038 | TYPE B4 CULVERT END TREATMENT | 613(M) 7187 | EA | 10.000 | 10.000 | 10.000 | $1,700.00 | $0.00 | $17,000.00 | |
0039 | TYPE C4 CULVERT END TREATMENT | 613(M) 7188 | EA | 4.000 | 4.000 | 4.000 | $1,800.00 | $0.00 | $7,200.00 | |
0040 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 2.000 | 2.000 | 0.000 | $1,050.00 | $0.00 | $0.00 | |
0041 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.900 | $38,000.00 | $0.00 | $34,200.00 | |
0042 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 22,740.000 | 22,740.000 | 23,031.190 | $1.10 | $0.00 | $25,334.31 | |
0043 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 500.000 | 500.000 | 512.000 | $3.52 | $0.00 | $1,802.24 | |
0044 | SAWING PAVEMENT | 619(C) 0924 | LF | 2,652.000 | 2,652.000 | 0.000 | $4.50 | $0.00 | $0.00 | |
0045 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 1,125.000 | 1,125.000 | 1,125.000 | $15.52 | $0.00 | $17,460.00 | |
0046 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,055.00 | $0.00 | $8,220.00 | |
0047 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,498.00 | $0.00 | $5,992.00 | |
0048 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 5,620.000 | 5,620.000 | 0.000 | $3.25 | $0.00 | $0.00 | |
0049 | GATE, GALVANIZED STEEL | 624(D) 4470 | EA | 1.000 | 1.000 | 0.000 | $1,500.00 | $0.00 | $0.00 | |
0050 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 1.000 | 1.000 | 0.000 | $100.00 | $0.00 | $0.00 | |
0051 | MAILBOX | 629(C) 4960 | EA | 2.000 | 2.000 | 0.000 | $50.00 | $0.00 | $0.00 | |
8001 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 2.000 | 2.000 | $2,420.00 | $0.00 | $4,840.00 | |
8003 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 1.000 | 0.000 | $701.30 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $111,139.15 | $3,332,314.06 | ||||||||
Fed/State Project Number: BRFY-149C(079) | Project: 21910(04) | Category: 0200/BRIDGE | ||||||||
0052 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 260.000 | 260.000 | 260.000 | $30.00 | $0.00 | $7,800.00 | |
0053 | CLSM BACKFILL | 501(G) 6309 | CY | 300.000 | 300.000 | 300.000 | $200.00 | $0.00 | $60,000.00 | |
0054 | PRESTRESSED CONCRETE BEAMS (TYPE J BT) | 503(A) 6290 | LF | 2,693.000 | 2,693.000 | 2,693.000 | $280.00 | $0.00 | $754,040.00 | |
0055 | APPROACH SLAB | 504(A) 1304 | SY | 307.800 | 307.800 | 307.800 | $175.00 | $0.00 | $53,865.00 | |
0056 | SAW-CUT GROOVING | 504(B) 1305 | SY | 2,991.700 | 2,991.700 | 2,991.700 | $3.60 | $0.00 | $10,770.12 | |
0057 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 91.500 | 91.500 | 91.500 | $200.00 | $0.00 | $18,300.00 | |
0058 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 1,203.300 | 1,203.300 | 1,203.300 | $80.00 | $0.00 | $96,264.00 | |
0059 | STRUCTURAL STEEL | 506(A) 1322 | LB | 5,500.000 | 5,500.000 | 5,500.000 | $3.00 | $0.00 | $16,500.00 | |
0060 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 20.000 | 20.000 | 20.000 | $1,500.00 | $0.00 | $30,000.00 | |
0061 | WEATHERING STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6176 | EA | 20.000 | 20.000 | 20.000 | $1,525.00 | $0.00 | $30,500.00 | |
0062 | CLASS AA CONCRETE | 509(A) 1326 | CY | 760.000 | 760.000 | 760.000 | $695.00 | $0.00 | $528,200.00 | |
0063 | CLASS A CONCRETE | 509(B) 1328 | CY | 306.300 | 306.300 | 306.300 | $680.00 | $0.00 | $208,284.00 | |
0064 | CLASS C CONCRETE | 509(D) 1331 | CY | 16.700 | 16.700 | 16.700 | $450.00 | $0.00 | $7,515.00 | |
0065 | REINFORCING STEEL | 511(A) 1332 | LB | 1,410.000 | 1,410.000 | 0.000 | 1,410.000 | $0.85 | $0.00 | $1,198.51 |
0066 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 197,850.000 | 197,850.000 | 197,850.000 | $0.95 | $0.00 | $187,957.52 | |
0067 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 860.000 | 860.000 | 860.000 | $30.00 | $0.00 | $25,800.00 | |
0068 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 860.000 | 860.000 | 818.000 | $10.00 | $0.00 | $8,180.00 | |
0069 | (PL)PILOT HOLES | 514(K) 6260 | LF | 272.000 | 272.000 | 272.000 | $250.00 | $0.00 | $68,000.00 | |
0070 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 2,465.000 | 2,465.000 | 2,465.000 | $3.25 | $0.00 | $8,011.25 | |
0071 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 228.000 | 228.000 | 228.000 | $2,750.00 | $0.00 | $627,000.00 | |
0072 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 44.800 | 44.800 | 44.800 | $5.00 | $0.00 | $224.00 | |
0073 | SEALER RESIN | 523(B) 6560 | GAL | 0.500 | 0.500 | 0.500 | $200.00 | $0.00 | $100.00 | |
0074 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 4,512.000 | 4,512.000 | 332.540 | 2,188.530 | $30.00 | $9,976.20 | $65,655.90 |
0075 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 943.000 | 943.000 | 243.120 | 597.230 | $25.00 | $6,078.00 | $14,930.75 |
0076 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 92.000 | 92.000 | 92.000 | $30.00 | $0.00 | $2,760.00 | |
0077 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 73.000 | 73.000 | 79.000 | $30.00 | $0.00 | $2,370.00 | |
0078 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $452,000.00 | $0.00 | $452,000.00 | |
Subtotals For Category 0200/BRIDGE | $16,054.20 | $3,286,226.05 | ||||||||
Fed/State Project Number: BRFY-149C(079) | Project: 21910(04) | Category: 0300/TRAFFIC | ||||||||
0079 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 25,000.000 | 25,000.000 | 9,704.000 | $0.10 | $0.00 | $970.40 | |
0080 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 5,000.000 | 5,000.000 | 938.000 | $0.50 | $0.00 | $469.00 | |
0081 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 5,200.000 | 5,200.000 | 2,661.000 | $0.50 | $0.00 | $1,330.50 | |
0082 | SAND FILLED IMPACT ATTENUATION MODULE | 870(A) 8485 | SD | 3,000.000 | 3,000.000 | 195.000 | $1.00 | $0.00 | $195.00 | |
0083 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 3,175.000 | 3,175.000 | 2,848.000 | $26.50 | $0.00 | $75,472.00 | |
0084 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 4,850.000 | 4,850.000 | 1,900.000 | $4.00 | $0.00 | $7,600.00 | |
0085 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.870 | $21,800.00 | $0.00 | $18,966.00 | |
0086 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 660.000 | 660.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
8002 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS | 857(E) 8881 | EA | 0.000 | 3,100.000 | 1,649.000 | $0.94 | $0.00 | $1,550.06 | |
Subtotals For Category 0300/TRAFFIC | $0.00 | $106,552.96 | ||||||||
Fed/State Project Number: BRFY-149C(079) | Project: 21910(04) | Category: 0301/SIGNING AND STRIPING | ||||||||
0087 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 25.000 | 25.000 | 0.000 | $14.00 | $0.00 | $0.00 | |
0088 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 54.000 | 54.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
0089 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 25,000.000 | 25,000.000 | 7,848.000 | $0.42 | $0.00 | $3,296.16 | |
Subtotals For Category 0301/SIGNING AND STRIPING | $0.00 | $3,296.16 | ||||||||
Fed/State Project Number: BRFY-149C(079) | Project: 21910(04) | Category: 0600/STAKING | ||||||||
0090 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.100 | 1.000 | $23,000.00 | $2,300.00 | $23,000.00 |
Subtotals For Category 0600/STAKING | $2,300.00 | $23,000.00 | ||||||||
Fed/State Project Number: BRFY-149C(079) | Project: 21910(04) | Category: 0640/CONSTRUCTION | ||||||||
0091 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $10,000.00 | $0.00 | $7,500.00 | |
0092 | FIELD OFFICE | 640(A) 1398 | EA | 1.000 | 1.000 | 1.000 | $12,500.00 | $0.00 | $12,500.00 | |
0093 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 0.660 | $574,800.00 | $0.00 | $379,368.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $399,368.00 | ||||||||
Subtotals For Project BRFY-149C(079) /21910(04) | $129,493.35 | $7,150,757.23 |