Contract ID: | 120092 | Estimate Number: | 0017 | Contract No: | 711013 | |||
Residency: | CLINTON (05100) | Estimate Type: | Progressive | Account No: | 400500 | |||
Project Number(s): | NHY-009N(019)SS | ||||||||||||
Primary Job Piece No: | 09278(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, AND SURFACE US-183: FROM THE WASHITA RIVER, EXTEND NORTH. PROJECT LENGTH = 3.411 MILES | ||||||||||||
Primary County: | CUSTER | ||||||||||||
Name of Road: | US-183 | ||||||||||||
Prime Contractor: | CORNELL CONSTRUCTION COMPANY, INC. | ||||||||||||
P. O. BOX 189 | |||||||||||||
CLINTON , OK 73601 | |||||||||||||
Surety Company: | RLI INSURANCE COMPANY | ||||||||||||
Date Let: | 02/16/2012 | NTP Effective Date: | 07/02/2012 | Pay Period: | 05/01/2013 TO 05/15/2013 |
Date Awarded: | 03/05/2012 | Date Work Began: | 07/02/2012 | Original Contract Time: | 210 |
Date Contract Executed: | 03/22/2012 | Date Time Stopped: | Current Time Charged: | 197.00 | |
Date NTP Issued: | 03/26/2012 | Completion Date: | Current Time Allowed: | 210.00 | |
General Liability Expires: | 07/01/2013 | Workman's Comp Expires: | 06/30/2013 | Percent Time Used: | 93.81 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $7,762,288.72 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $7,762,288.72 | Participating: | $3,449,024.30 | $2,888,147.67 | $560,876.63 | ||
Percent Complete: | 47.60 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $4,067,450.01 | Total Earnings: | $3,449,024.30 | $2,888,147.67 | $560,876.63 | ||
Unearned Balance: | $4,067,450.01 | Stockpiled Materials: | $242,800.86 | $391,369.50 | $-148,568.64 | ||
Gross Earnings: | $3,691,825.16 | $3,279,517.17 | $412,307.99 | ||||
Other Adjustments: | $3,013.55 | $3,013.55 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $3,694,838.71 | $3,282,530.72 | $412,307.99 |
Contract ID: | 120092 | Estimate Number: | 0017 | Primary JP: | 09278(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
No change orders have been created for this contract. |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
09278(04) | 0020 | ASCO MIXS36422OK(IA) | Stockpiled Material Closure | 0002 | $-43,214.64 |
09278(04) | 0020 | ASCO MIXS36422OK(IA) | Stockpiled Material Initial Payment | 0001 | $43,214.64 |
09278(04) | 0020 | Stockpiled Material Initial Payment | 0004 | $65,805.96 | |
09278(04) | 0020 | Stockpiled Material Initial Payment | 0005 | $29,495.84 | |
09278(04) | 0020 | Stockpiled Material Adjustment | 0006 | $-71,742.88 | |
09278(04) | 0020 | Stockpiled Material Initial Payment | 0006 | $37,172.08 | |
09278(04) | 0020 | Stockpiled Material Initial Payment | 0007 | $18,559.20 | |
09278(04) | 0020 | Stockpiled Material Initial Payment | 0008 | $11,730.18 | |
09278(04) | 0020 | Stockpiled Material Initial Payment | 0003 | $136,284.28 | |
09278(04) | 0020 | Stockpiled Material Initial Payment | 0002 | $177,412.40 | |
09278(04) | 0020 | Stockpiled Material Initial Payment | 0011 | $62,275.84 | |
09278(04) | 0020 | Stockpiled Material Adjustment | 0017 | $-18,598.14 | |
09278(04) | 0020 | Stockpiled Material Adjustment | 0017 | $-11,730.18 | |
09278(04) | 0020 | Stockpiled Material Adjustment | 0017 | $-18,559.20 | |
09278(04) | 0020 | Stockpiled Material Adjustment | 0017 | $-37,172.08 | |
09278(04) | 0020 | Stockpiled Material Adjustment | 0017 | $-29,495.84 | |
09278(04) | 0020 | Stockpiled Material Adjustment | 0017 | $-19,723.44 | |
09278(04) | 0020 | Stockpiled Material Initial Payment | 0015 | $65,713.78 | |
09278(04) | 0020 | Stockpiled Material Adjustment | 0009 | $-37,991.14 | |
09278(04) | 0020 | Stockpiled Material Initial Payment | 0009 | $18,598.14 | |
09278(04) | 0020 | Stockpiled Material Adjustment | 0010 | $-54,552.74 | |
09278(04) | 0020 | Stockpiled Material Adjustment | 0011 | $-13,125.64 | |
09278(04) | 0020 | Stockpiled Material Adjustment | 0011 | $-128,618.60 | |
09278(04) | 0020 | Stockpiled Material Adjustment | 0017 | $-13,289.76 | |
09278(04) | 0020 | Stockpiled Material Adjustment | 0012 | $-7,665.68 | |
09278(04) | 0020 | Stockpiled Material Adjustment | 0012 | $-12,628.00 | |
09278(04) | 0020 | Stockpiled Material Initial Payment | 0012 | $37,381.96 | |
09278(04) | 0020 | Stockpiled Material Initial Payment | 0013 | $8,622.68 | |
09278(04) | 0020 | Stockpiled Material Initial Payment | 0014 | $27,560.50 | |
09278(04) | 0020 | Stockpiled Material Adjustment | 0015 | $-33,454.52 | |
09278(04) | 0049 | Stockpiled Material Adjustment | 0015 | $-1,460.40 | |
09278(04) | 0049 | Stockpiled Material Initial Payment | 0015 | $5,549.52 | |
09278(04) | 0053 | Stockpiled Material Adjustment | 0016 | $-552.14 | |
09278(04) | 0053 | Stockpiled Material Adjustment | 0015 | $-5,376.10 | |
09278(04) | 0053 | Stockpiled Material Initial Payment | 0008 | $7,788.08 | |
09278(04) | 0053 | Stockpiled Material Adjustment | 0008 | $-1,859.84 | |
09278(04) | 0055 | Stockpiled Material Initial Payment | 0008 | $514.74 | |
09278(04) | 0076 | Stockpiled Material Initial Payment | 0014 | $49,932.00 | Subtotals For Stockpile Payments | $242,800.86 |
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 |
09278(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0001 | 101.86 | $0.07 | $7.96 |
09278(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0003 | 13.79 | $0.07 | $1.08 |
09278(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0004 | 312.00 | $0.05 | $17.84 |
09278(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0005 | 15,305.50 | $0.05 | $875.17 |
09278(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0008 | 19,606.15 | $0.03 | $591.71 |
09278(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0009 | 2,446.70 | $0.03 | $73.84 |
09278(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0012 | 12,053.00 | $0.00 | $2.17 |
09278(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0014 | 1,275.00 | $0.07 | $95.86 |
09278(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0016 | 18,223.25 | $0.00 | $112.62 |
09278(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0004 | 3,264.00 | $0.05 | $186.64 |
09278(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0005 | 7,863.60 | $0.05 | $449.64 |
09278(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0008 | 6,173.60 | $0.03 | $186.32 |
09278(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0009 | 6,488.80 | $0.03 | $195.83 |
09278(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0010 | 3,540.00 | $0.00 | $0.64 |
09278(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0011 | 5,325.00 | $0.00 | $0.96 |
09278(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0012 | 4,860.00 | $0.00 | $0.88 |
09278(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0014 | 2,851.70 | $0.07 | $214.39 |
09278(04) | 0069 | FENCE-STYLE SWF (5 BARBED WIRE) | * Material Discrepancy Adjustments | 0004 | -1,178.00 | $3.37 | $-3,969.86 |
09278(04) | 0069 | FENCE-STYLE SWF (5 BARBED WIRE) | * Material Discrepancy Adjustments | 0006 | 1,178.00 | $3.37 | $3,969.86 | Subtotals For Line Item Adjustments | $3,013.55 | * = 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: | 120092 | Estimate Number: | 0017 | Primary JP: | 09278(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: NHY-009N(019)SS | Project: 09278(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $4,379.78 | $0.00 | $4,379.79 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 55,885.000 | 55,885.000 | 7,227.430 | 76,564.690 | $3.41 | $24,645.54 | $261,085.60 |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 31,425.000 | 31,425.000 | 0.000 | 40,366.700 | $7.72 | $0.00 | $311,630.92 |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.250 | 0.750 | $51,327.78 | $12,831.95 | $38,495.85 |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 2,968.000 | 2,968.000 | 1,810.000 | $1.09 | $0.00 | $1,972.90 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 1,372.000 | 1,372.000 | 1,932.000 | $7.90 | $0.00 | $15,262.80 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 129,624.000 | 129,624.000 | 22,048.440 | 22,048.440 | $1.08 | $23,812.32 | $23,812.32 |
0008 | SEEDING METHOD B | 232(B) 2814 | AC | 31.700 | 31.700 | 0.000 | $100.00 | $0.00 | $0.00 | |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 26.780 | 26.780 | 0.000 | $100.00 | $0.00 | $0.00 | |
0010 | MOWING | 241 2832 | AC | 106.780 | 106.780 | 0.000 | $69.00 | $0.00 | $0.00 | |
0011 | FLY ASH | 307(A) 4200 | TON | 504.000 | 504.000 | 0.000 | $52.23 | $0.00 | $0.00 | |
0012 | CEMENTITIOUS MODIFIED SUBGRADE | 307(F) 4250 | SY | 11,658.000 | 11,658.000 | 0.000 | $1.50 | $0.00 | $0.00 | |
0013 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 76,355.000 | 76,355.000 | 29,601.580 | 71,639.280 | $0.26 | $7,696.41 | $18,626.22 |
0014 | TRAFFIC BOUND SURFACE COURSE TYPE A | 402(A) 0217 | TON | 1,196.000 | 1,196.000 | 0.000 | 4,842.730 | $22.64 | $0.00 | $109,639.40 |
0015 | TACK COAT | 407(B) 0250 | GAL | 29,483.000 | 29,483.000 | 694.000 | 3,786.500 | $2.56 | $1,776.64 | $9,693.44 |
0016 | PRIME COAT | 408 5774 | GAL | 20,996.000 | 20,996.000 | 0.000 | $2.00 | $0.00 | $0.00 | |
0017 | FABRIC REINFORCEMENT | 409(A) 4242 | SY | 12,810.010 | 12,810.010 | 0.000 | $0.56 | $0.00 | $0.00 | |
0018 | BITUMINOUS BINDER | 409(B) 4268 | GAL | 2,562.030 | 2,562.030 | 0.000 | $2.00 | $0.00 | $0.00 | |
0019 | SUPERPAVE, TYPE S3(PG 76-28 OK) | 411(B) 5935 | TON | 16,683.000 | 16,683.000 | 0.000 | $73.81 | $0.00 | $0.00 | |
0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 35,737.000 | 35,737.000 | 6,753.120 | 23,106.720 | $66.39 | $448,339.64 | $1,534,055.15 |
0021 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 11,377.000 | 11,377.000 | 0.000 | $78.60 | $0.00 | $0.00 | |
0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 6,217.000 | 6,217.000 | 1,129.520 | $71.36 | $0.00 | $80,602.55 | |
0023 | COLD MILLING PAVEMENT | 412 5267 | SY | 70,709.000 | 70,709.000 | 0.000 | $0.41 | $0.00 | $0.00 | |
0024 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 29,589.000 | 29,589.000 | 0.000 | $0.11 | $0.00 | $0.00 | |
0025 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 37.000 | 37.000 | 30.125 | $30.00 | $0.00 | $903.75 | |
0026 | CLASS AA CONCRETE | 509(A) 0319 | CY | 132.000 | 132.000 | 143.410 | $390.00 | $0.00 | $55,929.90 | |
0027 | CLASS A CONCRETE | 509(B) 0321 | CY | 98.000 | 98.000 | 98.000 | $390.00 | $0.00 | $38,220.00 | |
0028 | CLASS C CONCRETE | 509(D) 0325 | CY | 557.000 | 557.000 | 26.862 | $205.00 | $0.00 | $5,506.71 | |
0029 | SLOPE WALL (5") | 510(C) 6135 | SY | 7,287.000 | 7,287.000 | 0.000 | $47.20 | $0.00 | $0.00 | |
0030 | REINFORCING STEEL | 511(A) 0332 | LB | 30,212.000 | 30,212.000 | 28,979.230 | $0.85 | $0.00 | $24,632.35 | |
0031 | EPOXY COATED REINFORCING STEEL | 511(B) 4269 | LB | 1,520.000 | 1,520.000 | 1,520.000 | $1.10 | $0.00 | $1,672.00 | |
0032 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 71.000 | 71.000 | 0.000 | $36.00 | $0.00 | $0.00 | |
0033 | TYPE I-A PLAIN RIPRAP | 601(B) 0536 | TON | 54.000 | 54.000 | 0.000 | $36.00 | $0.00 | $0.00 | |
0034 | TYPE I-A FILTER BLANKET | 601(C) 0538 | TON | 13.000 | 13.000 | 0.000 | $36.00 | $0.00 | $0.00 | |
0035 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 6,036.000 | 6,036.000 | 3,074.000 | $19.20 | $0.00 | $59,020.80 | |
0036 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 3,717.000 | 3,717.000 | 0.000 | $30.55 | $0.00 | $0.00 | |
0037 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 949.000 | 949.000 | 0.000 | $32.77 | $0.00 | $0.00 | |
0038 | TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 200.000 | 200.000 | 0.000 | $22.00 | $0.00 | $0.00 | |
0039 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 1.000 | 1.000 | 0.000 | 1.000 | $1,730.00 | $0.00 | $1,730.00 |
0040 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 0.900 | 0.900 | 0.000 | $100.00 | $0.00 | $0.00 | |
0041 | INLET CI DES. 1 (B) | 611(G) 5102 | EA | 2.000 | 2.000 | 0.000 | 2.000 | $2,800.00 | $0.00 | $5,600.00 |
0042 | INLET CI DES. 1 (C) | 611(G) 5103 | EA | 5.000 | 5.000 | 0.000 | 2.000 | $3,330.00 | $0.00 | $6,660.00 |
0043 | INLET CI DES. 1 (A-C) | 611(G) 5108 | EA | 2.000 | 2.000 | 0.000 | 2.000 | $3,500.00 | $0.00 | $7,000.00 |
0044 | INLET CI DES. 1 (B-C) | 611(G) 5110 | EA | 3.000 | 3.000 | 0.000 | 1.000 | $4,500.00 | $0.00 | $4,500.00 |
0045 | INLET CDI 30SK RCP DES.6 | 611(G) 5792 | EA | 1.000 | 1.000 | 1.000 | 1.000 | $2,500.00 | $2,500.00 | $2,500.00 |
0046 | INLET (SMD-TYPE 2A) | 611(G) 6004 | EA | 6.000 | 6.000 | 5.000 | $2,500.00 | $0.00 | $12,500.00 | |
0047 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 414.000 | 414.000 | 232.000 | $32.32 | $0.00 | $7,498.24 | |
0048 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 4.000 | 4.000 | 0.000 | $46.41 | $0.00 | $0.00 | |
0049 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 1,198.000 | 1,198.000 | 1,035.000 | $63.86 | $0.00 | $66,095.10 | |
0050 | 48" R.C.PIPE CLASS III | 613(A) 0496 | LF | 66.000 | 66.000 | 24.000 | 67.250 | $143.61 | $3,446.64 | $9,657.77 |
0051 | 26" X 15" R.C.PIPE ARCH CLASS A-III | 613(A) 4404 | LF | 90.000 | 90.000 | 96.000 | $107.09 | $0.00 | $10,280.64 | |
0052 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 2,840.000 | 2,840.000 | 714.000 | 2,354.000 | $16.16 | $11,538.24 | $38,040.64 |
0053 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 906.000 | 906.000 | 702.000 | $27.61 | $0.00 | $19,382.22 | |
0054 | 30" CORR. GALV. STEEL PIPE | 613(B) 0691 | LF | 70.000 | 70.000 | 70.000 | $32.43 | $0.00 | $2,270.10 | |
0055 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(B) 4527 | LF | 172.000 | 172.000 | 88.000 | $30.53 | $0.00 | $2,686.64 | |
0056 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 6,580.000 | 6,580.000 | 0.000 | $3.50 | $0.00 | $0.00 | |
0057 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1096 | LF | 427.000 | 427.000 | 0.000 | $3.50 | $0.00 | $0.00 | |
0058 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 82.000 | 82.000 | 16.000 | 64.000 | $650.00 | $10,400.00 | $41,600.00 |
0059 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 22.000 | 22.000 | 22.000 | $850.00 | $0.00 | $18,700.00 | |
0060 | TYPE C6 CULVERT END TREATMENT | 613(M) 7198 | EA | 4.000 | 4.000 | 5.000 | $1,250.00 | $0.00 | $6,250.00 | |
0061 | 30" JACKED CONDUIT | 613(W) 4502 | LF | 150.000 | 150.000 | 150.000 | $607.91 | $0.00 | $91,186.50 | |
0062 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $17,438.37 | $0.00 | $17,438.37 | |
0063 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 10.000 | 10.000 | 10.000 | $1,195.17 | $0.00 | $11,951.70 | |
0064 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 26,562.000 | 26,562.000 | 39,742.610 | $3.40 | $0.00 | $135,124.87 | |
0065 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 7,112.000 | 7,112.000 | 4,737.780 | $3.88 | $0.00 | $18,382.59 | |
0066 | REMOVAL OF CURB | 619(B) 4791 | LF | 1,602.000 | 1,602.000 | 386.000 | $3.67 | $0.00 | $1,416.62 | |
0067 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 2.000 | 2.000 | 0.000 | $2,650.00 | $0.00 | $0.00 | |
0068 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 2.000 | 2.000 | 0.000 | $1,650.00 | $0.00 | $0.00 | |
0069 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 5,885.000 | 5,885.000 | 1,178.000 | $3.37 | $0.00 | $3,969.86 | |
0070 | CONCRETE LONGITUDINAL BARRIER, DESIGN 1 | 627(A) 4317 | LF | 823.260 | 823.260 | 636.000 | $45.00 | $0.00 | $28,620.00 | |
0071 | CONCRETE LONGITUDINAL BARRIER END SECTIONS | 627(B) 4410 | EA | 6.000 | 6.000 | 6.000 | $2,500.00 | $0.00 | $15,000.00 | |
0072 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 6.000 | 6.000 | 0.000 | $65.00 | $0.00 | $0.00 | |
0073 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 5.000 | 5.000 | 0.000 | $125.00 | $0.00 | $0.00 | |
0074 | MAILBOX | 629(C) 4960 | EA | 20.000 | 20.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
0075 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 20.000 | 20.000 | 13.000 | $20.38 | $0.00 | $264.94 | |
0076 | (SP)IMPACT ATTENUATOR | 871(A) 8325 | EA | 2.000 | 2.000 | 0.000 | $18,200.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $546,987.38 | $3,181,449.25 | ||||||||
Fed/State Project Number: NHY-009N(019)SS | Project: 09278(04) | Category: 0300/TRAFFIC | ||||||||
0077 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 20.000 | 20.000 | 12.000 | $100.00 | $0.00 | $1,200.00 | |
0078 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 238.280 | 238.280 | 0.000 | $15.00 | $0.00 | $0.00 | |
0079 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 509.000 | 509.000 | 0.000 | $8.00 | $0.00 | $0.00 | |
0080 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 86,676.000 | 86,676.000 | 0.000 | $0.35 | $0.00 | $0.00 | |
0081 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 435.000 | 435.000 | 0.000 | $0.70 | $0.00 | $0.00 | |
0082 | TRAFFIC STRIPE(PLASTIC)(12" WIDE) | 855(A) 8818 | LF | 760.000 | 760.000 | 0.000 | $1.05 | $0.00 | $0.00 | |
0083 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 70.000 | 70.000 | 0.000 | $2.25 | $0.00 | $0.00 | |
0084 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 16.000 | 16.000 | 0.000 | $125.00 | $0.00 | $0.00 | |
0085 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 1.000 | 1.000 | 0.000 | $100.00 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC | $0.00 | $1,200.00 | ||||||||
Fed/State Project Number: NHY-009N(019)SS | Project: 09278(04) | Category: 0301/TRAFFIC CONTROL | ||||||||
0086 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 143,600.000 | 143,600.000 | 69,725.000 | $0.08 | $0.00 | $5,578.00 | |
0087 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 2,500.000 | 2,500.000 | 75.000 | $0.40 | $0.00 | $30.00 | |
0088 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 6,500.000 | 6,500.000 | 8,832.000 | $0.15 | $0.00 | $1,324.80 | |
0089 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 420.000 | 420.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
0090 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 10,500.000 | 10,500.000 | 480.000 | 5,030.000 | $0.10 | $48.00 | $503.00 |
0091 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 6,300.000 | 6,300.000 | 525.000 | 6,666.000 | $0.75 | $393.75 | $4,999.50 |
0092 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 9,450.000 | 9,450.000 | 330.000 | 5,577.000 | $1.25 | $412.50 | $6,971.25 |
0093 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 14,910.000 | 14,910.000 | 195.000 | 3,141.000 | $0.10 | $19.50 | $314.10 |
0094 | WING BARRICADES | 880(C) 8848 | SD | 840.000 | 840.000 | 60.000 | 1,028.000 | $1.00 | $60.00 | $1,028.00 |
0095 | VERTICAL PANELS | 880(D) 8854 | SD | 30,240.000 | 30,240.000 | 0.000 | $0.10 | $0.00 | $0.00 | |
0096 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 32,340.000 | 32,340.000 | 690.000 | 10,368.000 | $0.05 | $34.50 | $518.40 |
0097 | DRUMS | 880(F) 8878 | SD | 55,860.000 | 55,860.000 | 1,050.000 | 13,747.000 | $0.10 | $105.00 | $1,374.70 |
0098 | CHANNELIZER CONES | 880(G) 8890 | SD | 6,300.000 | 6,300.000 | 5,220.000 | 57,885.000 | $0.30 | $1,566.00 | $17,365.50 |
0099 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 420.000 | 420.000 | 11.000 | $15.00 | $0.00 | $165.00 | |
Subtotals For Category 0301/TRAFFIC CONTROL | $2,639.25 | $40,172.25 | ||||||||
Fed/State Project Number: NHY-009N(019)SS | Project: 09278(04) | Category: 0600/STAKING | ||||||||
0100 | CONSTRUCTION STAKING LEVEL I | 642(A) 0095 | LSUM | 1.000 | 1.000 | 0.500 | $11,700.00 | $0.00 | $5,850.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $5,850.00 | ||||||||
Fed/State Project Number: NHY-009N(019)SS | Project: 09278(04) | Category: 0640/CONSTRUCTION | ||||||||
0101 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.500 | $705.60 | $0.00 | $352.80 | |
0102 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
0103 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $197,500.00 | $0.00 | $197,500.00 | |
0104 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.250 | 0.500 | $45,000.00 | $11,250.00 | $22,500.00 |
Subtotals For Category 0640/CONSTRUCTION | $11,250.00 | $220,352.80 | ||||||||
Subtotals For Project NHY-009N(019)SS /09278(04) | $560,876.63 | $3,449,024.30 |