Contract ID: | 100605 | Estimate Number: | 0023 | Contract No: | 610745 | |||
Residency: | MUSKOGEE (01100) | Estimate Type: | Progressive | Account No: | 400100 | |||
Project Number(s): | IMY-0040-6(369)265 | ||||||||||||
Primary Job Piece No: | 20884(06) | ||||||||||||
Contract Description: | PAVEMENT REHABILITATION (P. C. CONCRETE) I-40: FROM THE US-69 BUSINESS ROAD IN CHECOTAH, EXTEND EAST. PROJECT LENGTH = 4.987 MILES. | ||||||||||||
Primary County: | MCINTOSH | ||||||||||||
Name of Road: | I-40 | ||||||||||||
Prime Contractor: | DOBSON BROTHERS CONSTRUCTION CO. | ||||||||||||
P.O. BOX 81409 | |||||||||||||
LINCOLN , NE 68501 | |||||||||||||
Surety Company: | BERKLEY REGIONAL INSURANCE COMPANY | ||||||||||||
Date Let: | 10/21/2010 | NTP Effective Date: | 03/07/2011 | Pay Period: | 12/16/2011 TO 12/31/2011 |
Date Awarded: | 11/08/2010 | Date Work Began: | 02/01/2011 | Original Contract Time: | 400 |
Date Contract Executed: | 11/17/2010 | Date Time Stopped: | Current Time Charged: | 334.00 | |
Date NTP Issued: | 11/19/2010 | Completion Date: | Current Time Allowed: | 375.00 | |
General Liability Expires: | 06/30/2012 | Workman's Comp Expires: | 06/30/2012 | Percent Time Used: | 89.07 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $14,948,154.10 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $15,987,937.22 | Participating: | $13,826,633.51 | $13,550,996.09 | $275,637.42 | ||
Percent Complete: | 92.70 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $1,091,552.12 | Total Earnings: | $13,826,633.51 | $13,550,996.09 | $275,637.42 | ||
Unearned Balance: | $2,131,335.24 | Stockpiled Materials: | $0.01 | $0.01 | $0.00 | ||
Gross Earnings: | $13,826,633.52 | $13,550,996.10 | $275,637.42 | ||||
Other Adjustments: | $29,968.46 | $29,968.46 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $13,856,601.98 | $13,580,964.56 | $275,637.42 |
Contract ID: | 100605 | Estimate Number: | 0023 | Primary JP: | 20884(06) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Removal of Reflective Pavement Markers | Approved | 05/23/2011 | 0.0 | $3,675.00 |
002 | Value Engineering Proposal | Approved | 07/06/2011 | -80.0 | $-781,539.89 |
003 | Texanna Ramp Closure | Approved | 11/16/2011 | 0.0 | $-264,879.09 |
004 | Barrier Wall Reflector's & Signs VE | Approved | 12/16/2011 | 0.0 | $2,960.86 |
005 | Smoothness Bonus and Cold Milling | Pending | 0 | 0.0 | $85,926.83 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20884(06) | 0020 | MOH for Rebar & Contraction Baskets | Stockpiled Material Initial Payment | 0008 | $442,172.82 |
20884(06) | 0020 | MOH for Rebar & Contraction Baskets | Stockpiled Material Adjustment | 0013 | $-215,304.50 |
20884(06) | 0020 | MOH for Rebar & Contraction Baskets | Stockpiled Material Adjustment | 0012 | $-226,868.32 |
20884(06) | 0022 | MOH for Stockpiled material for P.C. Concrete | Stockpiled Material Initial Payment | 0011 | $807,069.10 |
20884(06) | 0022 | MOH for Stockpiled material for P.C. Concrete | Stockpiled Material Adjustment | 0014 | $-52,525.03 |
20884(06) | 0022 | MOH for Stockpiled material for P.C. Concrete | Stockpiled Material Adjustment | 0015 | $-157,031.85 |
20884(06) | 0022 | MOH for Stockpiled material for P.C. Concrete | Stockpiled Material Adjustment | 0013 | $-369,475.38 |
20884(06) | 0022 | MOH for Stockpiled material for P.C. Concrete | Stockpiled Material Adjustment | 0012 | $-228,036.83 |
20884(06) | 0022 | MOH for P.C. Concrete For Pavement (Only) | Stockpiled Material Adjustment | 0020 | $-2,299.61 |
20884(06) | 0022 | MOH for P.C. Concrete For Pavement (Only) | Stockpiled Material Adjustment | 0019 | $-166,276.43 |
20884(06) | 0022 | MOH for P.C. Concrete For Pavement (Only) | Stockpiled Material Initial Payment | 0017 | $168,576.04 |
20884(06) | 0022 | MOH for P.C. Concrete for Pavement (Only) | Stockpiled Material Adjustment | 0019 | $-134,071.81 |
20884(06) | 0022 | MOH for P.C. Concrete for Pavement (Only) | Stockpiled Material Initial Payment | 0018 | $134,071.81 |
20884(06) | 0036 | MOH FOR FENCE-STYLE WWF | Stockpiled Material Adjustment | 0009 | $-2,232.62 |
20884(06) | 0036 | MOH FOR FENCE-STYLE WWF | Stockpiled Material Adjustment | 0012 | $-5,129.87 |
20884(06) | 0036 | MOH FOR FENCE-STYLE WWF | Stockpiled Material Adjustment | 0008 | $-10,737.18 |
20884(06) | 0036 | MOH FOR FENCE-STYLE WWF | Stockpiled Material Adjustment | 0007 | $-2,284.14 |
20884(06) | 0036 | MOH FOR FENCE-STYLE WWF | Stockpiled Material Adjustment | 0013 | $-2,995.15 |
20884(06) | 0036 | MOH FOR FENCE-STYLE WWF | Stockpiled Material Adjustment | 0006 | $-9,600.27 |
20884(06) | 0036 | MOH FOR FENCE-STYLE WWF | Stockpiled Material Adjustment | 0011 | $-3,946.59 |
20884(06) | 0036 | MOH FOR FENCE-STYLE WWF | Stockpiled Material Adjustment | 0015 | $-224.98 |
20884(06) | 0036 | MOH FOR FENCE-STYLE WWF | Stockpiled Material Adjustment | 0016 | $-3,012.32 |
20884(06) | 0036 | MOH FOR FENCE-STYLE WWF | Stockpiled Material Adjustment | 0004 | $-13,069.41 |
20884(06) | 0036 | MOH FOR FENCE-STYLE WWF | Stockpiled Material Initial Payment | 0001 | $91,812.20 |
20884(06) | 0036 | MOH FOR FENCE-STYLE WWF | Stockpiled Material Adjustment | 0003 | $-11,360.60 |
20884(06) | 0036 | MOH FOR FENCE-STYLE WWF | Stockpiled Material Adjustment | 0010 | $-11,358.88 |
20884(06) | 0036 | MOH FOR FENCE-STYLE WWF | Stockpiled Material Adjustment | 0005 | $-15,860.19 | Subtotals For Stockpile Payments | $0.01 |
LIQUIDATED DAMAGES HISTORY | |||||||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
No liquidated damages have been assessed on this contract. |
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 |
20884(06) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 530.62 | $1.51 | $804.21 |
20884(06) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 540.26 | $4.63 | $2,504.43 |
20884(06) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0010 | -17.16 | $59.50 | $-1,021.02 |
20884(06) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0011 | -220.27 | $59.50 | $-13,106.07 |
20884(06) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 10,900.69 | $4.63 | $50,531.24 |
20884(06) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * | 0011 | -4.61 | $59.50 | $-274.30 |
20884(06) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 600.67 | $4.63 | $2,784.47 |
20884(06) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0016 | -14.91 | $59.50 | $-887.15 |
20884(06) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0018 | -60.00 | $59.50 | $-3,570.00 |
20884(06) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * | 0018 | -1.64 | $59.50 | $-97.58 |
20884(06) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 10,586.87 | $4.39 | $46,535.65 |
20884(06) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 1,125.26 | $3.55 | $4,000.97 |
20884(06) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | * Overrun | 0013 | -265.54 | $69.35 | $-18,415.20 |
20884(06) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | * Overrun | 0013 | -191.50 | $69.35 | $-13,280.53 |
20884(06) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | * Overrun Re-adjustment | 0014 | 64.00 | $69.35 | $4,438.40 |
20884(06) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | * Overrun | 0014 | -209.41 | $69.35 | $-14,522.58 |
20884(06) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | * Overrun | 0019 | -96.20 | $69.35 | $-6,671.47 |
20884(06) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | * QAQC | 0019 | 31,573.94 | $1.00 | $31,573.94 |
20884(06) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | * Overrun | 0020 | -486.16 | $69.35 | $-33,715.19 |
20884(06) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | * Overrun | 0021 | -110.22 | $69.35 | $-7,643.76 | Subtotals For Line Item Adjustments | $29,968.46 | * = 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: | 100605 | Estimate Number: | 0023 | Primary JP: | 20884(06) | |||
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: IMY-0040-6(369)265 | Project: 20884(06) | Category: 0100/ROADWAY | ||||||||
0001 | EARTHWORK | 202(G) 0185 | LSUM | 1.000 | 1.000 | 0.100 | 1.000 | $452,960.60 | $45,296.06 | $452,960.60 |
0002 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.500 | 1.000 | $60,000.00 | $30,000.00 | $60,000.00 |
0003 | TEMPORARY SILT FENCE | 223 2801 | LF | 3,000.000 | 3,000.000 | 3,466.000 | $2.30 | $0.00 | $7,971.80 | |
0004 | TEMPORARY SILT DIKE | 227 0100 | LF | 1,032.000 | 1,032.000 | 952.000 | $8.68 | $0.00 | $8,263.36 | |
0005 | SOLID SLAB SODDING | 230(A) 2806 | SY | 221,703.000 | 221,703.000 | 35,400.000 | 35,400.000 | $1.17 | $41,418.00 | $41,418.00 |
0006 | SEEDING METHOD B | 232(B) 2814 | AC | 48.440 | 48.440 | 0.000 | $201.05 | $0.00 | $0.00 | |
0007 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 48.440 | 48.440 | 0.000 | $144.35 | $0.00 | $0.00 | |
0008 | MOWING | 241 2832 | AC | 186.000 | 186.000 | 0.000 | $46.40 | $0.00 | $0.00 | |
0009 | AGGREGATE BASE | 303 0192 | CY | 26,743.000 | 5,563.000 | 0.000 | 5,504.220 | $24.40 | $0.00 | $134,302.97 |
0010 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 146,660.000 | 37,840.000 | 0.000 | 38,636.730 | $8.28 | $0.00 | $319,912.13 |
0011 | SEPARATOR FABRIC | 325 5271 | SY | 129,714.000 | 27,201.000 | 27,324.670 | $0.94 | $0.00 | $25,685.19 | |
0012 | (SP)LIME | 327(D) 4230 | TON | 3,344.000 | 0.000 | 0.000 | $135.00 | $0.00 | $0.00 | |
0013 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 185,690.000 | 0.000 | 0.000 | $0.95 | $0.00 | $0.00 | |
0014 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 19,984.000 | 4,347.000 | 4,253.070 | $17.68 | $0.00 | $75,194.28 | |
0015 | TACK COAT | 407 0250 | GAL | 9,777.000 | 14,957.000 | 8,487.500 | $2.10 | $0.00 | $17,823.75 | |
0016 | PRIME COAT | 408 5774 | GAL | 61,145.000 | 19,703.000 | 0.000 | $2.00 | $0.00 | $0.00 | |
0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 18,188.000 | 30,400.000 | 0.000 | 24,284.370 | $59.50 | $0.00 | $1,444,920.03 |
0018 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 105,325.000 | 105,325.000 | 101,417.000 | 101,417.000 | $0.22 | $22,311.74 | $22,311.74 |
0019 | (SP)P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 159,055.000 | 129,372.000 | 116,642.970 | $3.48 | $0.00 | $405,917.53 | |
0020 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 156,786.000 | 156,786.000 | 155,628.930 | $8.23 | $0.00 | $1,280,826.09 | |
0021 | H.E.S. CONCRETE (FULL DEPTH PATCHING) | 414(B) 5913 | SY | 3,130.000 | 4,019.850 | 4,019.850 | $89.82 | $0.00 | $361,062.93 | |
0022 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | 414(I) 5270 | CY | 86,271.000 | 82,396.180 | 0.000 | 81,026.760 | $69.35 | $0.00 | $5,619,205.82 |
0023 | COLD MILLING PAVEMENT | 417 5267 | SY | 52,800.000 | 45,289.000 | 37,391.350 | $2.03 | $0.00 | $75,904.44 | |
0024 | DIAMOND GRINDING CONCRETE PAVEMENT | 425 5195 | SY | 23,734.000 | 23,734.000 | 23,905.380 | $2.27 | $0.00 | $54,265.21 | |
0025 | DOWEL BAR RETROFIT | 436 0100 | EA | 7,152.000 | 7,152.000 | 5,502.000 | $21.75 | $0.00 | $119,668.50 | |
0026 | CLASS C CONCRETE | 509(D) 0325 | CY | 125.000 | 125.000 | 0.000 | $275.00 | $0.00 | $0.00 | |
0027 | INLET (SMD-TYPE 2A) | 611(E) 6004 | EA | 1.000 | 1.000 | 0.000 | 1.000 | $1,750.00 | $0.00 | $1,750.00 |
0028 | 28" X 18" R.C.PIPE ARCH CLASS A-III | 613(B) 4496 | LF | 390.000 | 165.000 | 88.000 | $145.00 | $0.00 | $12,760.00 | |
0029 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 5.000 | 2.000 | 1.000 | $630.00 | $0.00 | $630.00 | |
0030 | TYPE A6 CULVERT END TREATMENT | 613(CC) 7196 | EA | 4.000 | 1.000 | 0.000 | $825.00 | $0.00 | $0.00 | |
0031 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 3,440.000 | 1,080.000 | 1,280.000 | $18.00 | $0.00 | $23,040.00 | |
0032 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
0033 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 97,560.000 | 16,728.000 | 22,579.090 | $1.67 | $0.00 | $37,707.08 | |
0034 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 23,351.000 | 5,972.000 | 999.560 | $1.73 | $0.00 | $1,729.24 | |
0035 | SAWING PAVEMENT | 619(C) 0924 | LF | 608.000 | 304.000 | 1,970.000 | $2.25 | $0.00 | $4,432.50 | |
0036 | FENCE-STYLE WWF | 624(A) 4281 | LF | 59,102.000 | 59,102.000 | 64,225.000 | $7.00 | $0.00 | $449,575.00 | |
8002 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 0.000 | 1.000 | 1.000 | $221,743.63 | $0.00 | $221,743.63 | |
8003 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $12,000.00 | $0.00 | $12,000.00 | |
8004 | (PL)REPAIR BRIDGE ITEMS | 540 4505 | EA | 0.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
8005 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 1418 | LF | 0.000 | 1,200.000 | 1,200.000 | $13.65 | $0.00 | $16,380.00 | |
8006 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $152,800.58 | $0.00 | $152,800.58 | |
8007 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 1.000 | 0.150 | 0.950 | $628,739.32 | $94,310.90 | $597,302.36 |
8008 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 0.000 | 62,111.000 | 61,965.840 | $0.95 | $0.00 | $58,867.55 | |
8009 | CONCRETE JOINT REHABILITATION | 419 4152 | LF | 0.000 | 20,936.000 | 20,936.000 | $1.64 | $0.00 | $34,335.04 | |
8010 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 0.000 | 325.000 | 325.000 | $25.72 | $0.00 | $8,360.63 | |
8011 | GUARD RAIL ANCHOR UNIT (TYPE D-BF) | 623(F) 5686 | EA | 0.000 | 2.000 | 2.000 | $1,464.75 | $0.00 | $2,929.50 | |
8012 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) M8571 | EA | 0.000 | 2.000 | 2.000 | $2,467.50 | $0.00 | $4,935.00 | |
8013 | (SP)CEMENT KILN DUST | 327(B) 4210 | TON | 0.000 | 2,697.000 | 2,445.530 | $48.60 | $0.00 | $118,852.76 | |
8014 | H.E.S. CONCRETE (FULL DEPTH PATCHING) | 414(B) 5913 | SY | 0.000 | 3,130.000 | 0.000 | 4,019.000 | $1.78 | $0.00 | $7,168.45 |
8015 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 0.000 | 6,612.000 | 7,838.890 | $5.24 | $0.00 | $41,075.78 | |
8019 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 0.000 | $103,160.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $233,336.70 | $12,360,989.47 | ||||||||
Fed/State Project Number: IMY-0040-6(369)265 | Project: 20884(06) | Category: 0300/TRAFFIC CONTROL | ||||||||
0037 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 34,050.000 | 27,290.000 | 26,731.000 | $1.80 | $0.00 | $48,115.80 | |
0038 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 35,075.000 | 28,315.000 | 27,218.000 | $20.67 | $0.00 | $562,596.06 | |
0039 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 305,000.000 | 197,458.000 | 199,845.000 | $0.03 | $0.00 | $5,995.35 | |
0040 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 22,763.000 | 22,763.000 | 1,281.000 | $0.18 | $0.00 | $230.58 | |
0041 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 158,718.000 | 51,176.000 | 107,486.000 | $0.04 | $0.00 | $4,299.44 | |
0042 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 400.000 | 320.000 | 28.000 | $5.16 | $0.00 | $144.48 | |
0043 | MODULAR GLARE SCREEN | 878(C) 8487 | SD | 114,400.000 | 91,520.000 | 20,160.000 | $0.03 | $0.00 | $604.80 | |
0044 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 800.000 | 640.000 | 12.000 | 575.000 | $30.93 | $371.16 | $17,784.75 |
0045 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 40,000.000 | 32,000.000 | 1,290.000 | 41,459.000 | $0.05 | $64.50 | $2,072.95 |
0046 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 24,000.000 | 19,200.000 | 512.000 | 22,111.000 | $1.03 | $527.36 | $22,774.33 |
0047 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 30,000.000 | 24,000.000 | 374.000 | 18,616.000 | $2.06 | $770.44 | $38,348.96 |
0048 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 20,000.000 | 16,000.000 | 216.000 | 7,254.000 | $0.05 | $10.80 | $362.70 |
0049 | WING BARRICADES | 880(C) 8848 | SD | 1,600.000 | 1,280.000 | 24.000 | 1,296.000 | $2.06 | $49.44 | $2,669.76 |
0050 | VERTICAL PANELS | 880(D) 8854 | SD | 316,000.000 | 252,800.000 | 37,880.000 | $0.01 | $0.00 | $378.80 | |
0051 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 48,800.000 | 39,040.000 | 616.000 | 23,926.000 | $0.02 | $12.32 | $478.52 |
0052 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 436,000.000 | 348,800.000 | 1,270.000 | 30,718.000 | $0.01 | $12.70 | $307.18 |
0053 | DRUMS | 880(F) 8878 | SD | 120,000.000 | 96,000.000 | 1,114.000 | 26,554.000 | $0.02 | $22.28 | $531.08 |
0054 | CHANNELIZER CONES | 880(G) 8890 | SD | 90,000.000 | 72,000.000 | 277.000 | 73,508.000 | $0.02 | $5.54 | $1,470.16 |
0055 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 500.000 | 500.000 | 318.500 | $71.45 | $0.00 | $22,756.84 | |
0056 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 1,600.000 | 1,280.000 | 225.000 | $2.06 | $0.00 | $463.50 | |
8001 | (PL)REMOVAL OF CLASS C PAVEMENT MARKERS | 890(A) 8702 | EA | 0.000 | 140.000 | 140.000 | $26.25 | $0.00 | $3,675.00 | |
8016 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS | 856(G) 8881 | EA | 0.000 | 5,600.000 | 4,313.000 | $3.68 | $0.00 | $15,871.84 | |
8017 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 1.000 | 0.800 | $13,904.80 | $0.00 | $11,123.84 | |
Subtotals For Category 0300/TRAFFIC CONTROL | $1,846.54 | $763,056.72 | ||||||||
Fed/State Project Number: IMY-0040-6(369)265 | Project: 20884(06) | Category: 0301/TRAFFIC SIGNING AND STRIPING | ||||||||
0057 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 6.070 | 6.070 | 0.000 | 2.940 | $309.31 | $0.00 | $909.37 |
0058 | REINFORCING STEEL | 804(B) 2916 | LB | 978.000 | 978.000 | 476.000 | $1.03 | $0.00 | $490.28 | |
0059 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 108.000 | 108.000 | 103.000 | 103.000 | $12.37 | $1,274.11 | $1,274.11 |
0060 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 131,303.000 | 131,303.000 | 35,229.000 | 125,318.000 | $0.41 | $14,443.89 | $51,380.38 |
0061 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(6" WIDE) | 854(C) 8535 | LF | 38,688.000 | 38,688.000 | 18,291.000 | 33,891.000 | $0.62 | $11,340.42 | $21,012.42 |
0062 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(8" WIDE) | 854(C) 8540 | LF | 1,750.000 | 1,750.000 | 3,272.000 | 3,272.000 | $1.03 | $3,370.16 | $3,370.16 |
0063 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 19.000 | 19.000 | 16.000 | 16.000 | $128.93 | $2,062.88 | $2,062.88 |
0064 | (PL)REMOVE & RESET GROUND MOUNTED SIGN | 890A/B 8760 | EA | 4.000 | 4.000 | 6.000 | 6.000 | $1,327.12 | $7,962.72 | $7,962.72 |
Subtotals For Category 0301/TRAFFIC SIGNING AND STRIPING | $40,454.18 | $88,462.32 | ||||||||
Fed/State Project Number: IMY-0040-6(369)265 | Project: 20884(06) | Category: 0600/STAKING | ||||||||
0065 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.950 | $95,000.00 | $0.00 | $90,250.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $90,250.00 | ||||||||
Fed/State Project Number: IMY-0040-6(369)265 | Project: 20884(06) | Category: 0640/CONSTRUCTION | ||||||||
0066 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $2,500.00 | $0.00 | $1,875.00 | |
0067 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $7,500.00 | $0.00 | $7,500.00 | |
0068 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 0.930 | $525,000.00 | $0.00 | $488,250.00 | |
0069 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.750 | $35,000.00 | $0.00 | $26,250.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $523,875.00 | ||||||||
Subtotals For Project IMY-0040-6(369)265 /20884(06) | $275,637.42 | $13,826,633.51 |