Contract ID: | 100614 | Estimate Number: | 0012 | Contract No: | 610887 | |||
Residency: | GUYMON (06200) | Estimate Type: | Progressive | Account No: | 400600 | |||
Project Number(s): | NHY-017N(238) | ||||||||||||
Primary Job Piece No: | 13337(05) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE US-287: FROM 6.9 MILES NORTH OF BOISE CITY, EXTEND NORTH. PROJECT LENGTH = 3.139 MILES. | ||||||||||||
Primary County: | CIMARRON | ||||||||||||
Name of Road: | US-287 | ||||||||||||
Prime Contractor: | DOBSON BROTHERS CONSTRUCTION CO. | ||||||||||||
P.O. BOX 81409 | |||||||||||||
LINCOLN , NE 68501 | |||||||||||||
Surety Company: | BERKLEY REGIONAL INSURANCE COMPANY | ||||||||||||
Date Let: | 11/18/2010 | NTP Effective Date: | 04/04/2011 | Pay Period: | 10/16/2011 TO 10/31/2011 |
Date Awarded: | 12/06/2010 | Date Work Began: | 04/04/2011 | Original Contract Time: | 200 |
Date Contract Executed: | 12/15/2010 | Date Time Stopped: | Current Time Charged: | 211.00 | |
Date NTP Issued: | 12/27/2010 | Completion Date: | Current Time Allowed: | 204.00 | |
General Liability Expires: | 06/30/2012 | Workman's Comp Expires: | 06/30/2012 | Percent Time Used: | 103.43 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $8,591,281.99 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $8,619,401.99 | Participating: | $5,597,833.07 | $4,269,701.90 | $1,328,131.17 | ||
Percent Complete: | 65.74 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $2,943,301.61 | Total Earnings: | $5,597,833.07 | $4,269,701.90 | $1,328,131.17 | ||
Unearned Balance: | $2,971,421.61 | Stockpiled Materials: | $75,077.22 | $97,148.58 | $-22,071.36 | ||
Gross Earnings: | $5,672,910.29 | $4,366,850.48 | $1,306,059.81 | ||||
Other Adjustments: | $-10,929.91 | $-4,681.59 | $-6,248.32 | ||||
Liq Dam/Disincentive: | $-14,000.00 | $0.00 | $-14,000.00 | ||||
TOTAL: | $5,647,980.38 | $4,362,168.89 | $1,285,811.49 |
Contract ID: | 100614 | Estimate Number: | 0012 | Primary JP: | 13337(05) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Pavement Smoothness | Approved | 06/08/2011 | 0.0 | $0.00 |
002 | Flagging Operation | Approved | 06/06/2011 | 0.0 | $-40,000.00 |
003 | Temporary Rumble Strips | Approved | 10/11/2011 | 0.0 | $11,880.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
13337(05) | 0026 | Dowel Baskets | Stockpiled Material Adjustment | 0011 | $-4,130.48 |
13337(05) | 0026 | Dowel Baskets | Stockpiled Material Initial Payment | 0003 | $70,526.28 |
13337(05) | 0026 | Dowel Baskets | Stockpiled Material Adjustment | 0010 | $-5,849.67 |
13337(05) | 0026 | Dowel Baskets | Stockpiled Material Adjustment | 0009 | $-2,435.09 |
13337(05) | 0026 | Dowel Baskets | Stockpiled Material Adjustment | 0008 | $-10,923.46 |
13337(05) | 0026 | Dowel Baskets | Stockpiled Material Adjustment | 0012 | $-6,003.80 |
13337(05) | 0026 | Dowel Baskets | Stockpiled Material Adjustment | 0007 | $-7,143.69 |
13337(05) | 0027 | DOWEL BASKETS | Stockpiled Material Initial Payment | 0003 | $47,809.64 |
13337(05) | 0027 | DOWEL BASKETS | Stockpiled Material Adjustment | 0008 | $-9,671.20 |
13337(05) | 0027 | DOWEL BASKETS | Stockpiled Material Adjustment | 0009 | $-1,842.13 |
13337(05) | 0027 | DOWEL BASKETS | Stockpiled Material Adjustment | 0012 | $-8,722.21 |
13337(05) | 0027 | DOWEL BASKETS | Stockpiled Material Adjustment | 0007 | $-12,391.48 |
13337(05) | 0031 | STR-CV/DR (AML) | Stockpiled Material Adjustment | 0012 | $-51.12 |
13337(05) | 0031 | STR-CV/DR (AML) | Stockpiled Material Initial Payment | 0007 | $51.12 |
13337(05) | 0032 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0007 | $250.27 |
13337(05) | 0033 | PIPE-CV/DR (AML) | Stockpiled Material Closure | 0004 | $-22,571.28 |
13337(05) | 0033 | PIPE-CV/DR (AML) | Stockpiled Material Initial Payment | 0002 | $22,571.28 |
13337(05) | 0033 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0010 | $-1,404.40 |
13337(05) | 0033 | PIPE-CV/DR (AML) | Stockpiled Material Initial Payment | 0006 | $5,126.06 |
13337(05) | 0033 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0010 | $-2,247.04 |
13337(05) | 0033 | PIPE-CV/DR (AML) | Stockpiled Material Initial Payment | 0002 | $1,966.16 |
13337(05) | 0033 | PIPE-CV/DR (AML) | Stockpiled Material Initial Payment | 0005 | $7,022.00 |
13337(05) | 0033 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0005 | $-4,494.08 |
13337(05) | 0033 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0005 | $-1,966.16 |
13337(05) | 0033 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0006 | $-280.88 |
13337(05) | 0034 | PIPE-CV/DR (AML) | Stockpiled Material Initial Payment | 0008 | $6,539.04 |
13337(05) | 0034 | PIPE-CV/DR (AML) | Stockpiled Material Initial Payment | 0006 | $2,906.24 |
13337(05) | 0034 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0006 | $-363.28 |
13337(05) | 0034 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0006 | $-12,714.80 |
13337(05) | 0034 | PIPE-CV/DR (AML) | Stockpiled Material Initial Payment | 0005 | $14,167.92 |
13337(05) | 0034 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0005 | $-1,453.12 |
13337(05) | 0034 | PIPE-CV/DR (AML) | Stockpiled Material Closure | 0012 | $-3,996.08 |
13337(05) | 0034 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0011 | $-2,542.96 |
13337(05) | 0034 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0011 | $-5,085.92 |
13337(05) | 0034 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0010 | $2,542.96 |
13337(05) | 0035 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0011 | $-240.12 |
13337(05) | 0035 | PIPE-CV/DR (AML) | Stockpiled Material Initial Payment | 0006 | $7,203.60 |
13337(05) | 0035 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0011 | $-2,041.02 |
13337(05) | 0035 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0011 | $-7,203.60 |
13337(05) | 0035 | PIPE-CV/DR (AML) | Stockpiled Material Initial Payment | 0008 | $2,041.02 |
13337(05) | 0035 | PIPE-CV/DR (AML) | Stockpiled Material Initial Payment | 0002 | $22,571.28 |
13337(05) | 0035 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0004 | $-22,331.16 |
13337(05) | 0036 | Triple CET | Stockpiled Material Adjustment | 0012 | $-846.67 |
13337(05) | 0036 | Triple CET | Stockpiled Material Initial Payment | 0007 | $846.67 |
13337(05) | 0037 | Triple CET 6:1 | Stockpiled Material Initial Payment | 0007 | $3,722.16 |
13337(05) | 0038 | HCC-A-AE(IA) | Stockpiled Material Closure | 0007 | $0.00 |
13337(05) | 0038 | Reinf. Steel | Stockpiled Material Initial Payment | 0007 | $57.51 |
13337(05) | 0039 | HCC-A-AE(IA) | Stockpiled Material Closure | 0007 | $0.00 |
13337(05) | 0039 | Reinf Steel | Stockpiled Material Initial Payment | 0007 | $60.69 |
13337(05) | 0040 | HCC-A-AE(IA) | Stockpiled Material Closure | 0007 | $0.00 |
13337(05) | 0040 | Reinf. Steel | Stockpiled Material Adjustment | 0012 | $-287.55 |
13337(05) | 0040 | Reinf. Steel | Stockpiled Material Initial Payment | 0007 | $287.55 |
13337(05) | 0041 | Reinf. Steel | Stockpiled Material Initial Payment | 0007 | $105.42 |
13337(05) | 0042 | Reinf. Steel | Stockpiled Material Initial Payment | 0007 | $23.43 |
13337(05) | 0043 | Reinf. Steel | Stockpiled Material Initial Payment | 0007 | $8,243.10 |
13337(05) | 0044 | Reinf. Steel | Stockpiled Material Initial Payment | 0007 | $420.67 |
13337(05) | 0045 | Reinf. Steel | Stockpiled Material Initial Payment | 0007 | $42.60 |
13337(05) | 0046 | PIPE-CGMP | Stockpiled Material Initial Payment | 0006 | $7,242.84 |
13337(05) | 0046 | PIPE-CGMP | Stockpiled Material Initial Payment | 0003 | $11,784.96 |
13337(05) | 0046 | PIPE-CGMP | Stockpiled Material Adjustment | 0010 | $-5,278.68 |
13337(05) | 0046 | PIPE-CGMP | Stockpiled Material Adjustment | 0009 | $-4,542.12 |
13337(05) | 0065 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0008 | $-5,906.95 |
13337(05) | 0065 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0004 | $-3,735.78 |
13337(05) | 0065 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0004 | $10,094.37 |
13337(05) | 0065 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0007 | $-451.64 |
13337(05) | 0070 | RSTL FABS (AML)(IA) | Stockpiled Material Closure | 0012 | $-2,163.93 |
13337(05) | 0070 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0007 | $-2,929.43 |
13337(05) | 0070 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0006 | $-1,757.77 |
13337(05) | 0070 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0005 | $-4,703.40 |
13337(05) | 0070 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0004 | $11,554.53 | Subtotals For Stockpile Payments | $75,077.22 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0012 | -7.0 | $2,000.00 | $-14,000.00 |
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 |
13337(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 358.16 | $1.97 | $707.38 |
13337(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 5,949.78 | $4.70 | $27,994.01 |
13337(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 1,427.70 | $4.70 | $6,717.40 |
13337(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0009 | 0.00 | $0.00 | $-882.00 |
13337(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $-44,662.04 |
13337(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0012 | 0.00 | $0.00 | $-6,248.32 |
13337(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 6,955.61 | $4.49 | $31,265.82 |
13337(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0012 | 0.00 | $0.00 | $-31,265.82 |
13337(05) | 0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 1,718.97 | $5.37 | $9,243.25 |
13337(05) | 0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * ROADWAY DENSITY | 0009 | 0.00 | $0.00 | $-238.78 |
13337(05) | 0026 | 11" P.C. DOWEL JOINTED CONCRETE PAVEMENT | * QAQC | 0010 | 0.00 | $0.00 | $-339.55 |
13337(05) | 0027 | 8.5" P.C. DOWEL JOINTED CONCRETE PAVEMENT | * QAQC | 0010 | 0.00 | $0.00 | $-107.52 |
13337(05) | 0064 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0005 | 0.00 | $0.00 | $-2,948.74 |
13337(05) | 0069 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0009 | 0.00 | $0.00 | $-110.00 |
13337(05) | 0069 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0009 | 0.00 | $0.00 | $-55.00 | Subtotals For Line Item Adjustments | $-10,929.91 | * = 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: | 100614 | Estimate Number: | 0012 | Primary JP: | 13337(05) | |||
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(238) | Project: 13337(05) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 0.900 | $25,000.00 | $0.00 | $22,500.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 65,302.000 | 65,302.000 | 14,508.750 | $3.50 | $0.00 | $50,780.63 | |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 27,479.000 | 27,479.000 | 11,889.750 | $5.50 | $0.00 | $65,393.63 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.000 | 0.350 | $25,000.00 | $0.00 | $8,750.00 |
0005 | TEMPORARY BALE BARRIER | 222 2801 | LF | 1,425.000 | 1,425.000 | 0.000 | $3.92 | $0.00 | $0.00 | |
0006 | TEMPORARY SILT FENCE | 223 2801 | LF | 10,285.000 | 10,285.000 | 6,490.000 | $1.86 | $0.00 | $12,071.40 | |
0007 | DITCH LINER PROTECTION | 229 4318 | LF | 10,800.000 | 10,800.000 | 0.000 | $1.86 | $0.00 | $0.00 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 12,939.000 | 12,939.000 | 0.000 | $2.48 | $0.00 | $0.00 | |
0009 | WATERING | 230(F) 2812 | MGAL | 3,494.000 | 3,494.000 | 0.000 | $9.80 | $0.00 | $0.00 | |
0010 | SEEDING METHOD B | 232(B) 2814 | AC | 27.050 | 27.050 | 0.000 | $361.21 | $0.00 | $0.00 | |
0011 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 61.420 | 61.420 | 0.000 | $258.01 | $0.00 | $0.00 | |
0012 | ASPHALT MULCHING | 233(C) 2819 | GAL | 40,586.000 | 40,586.000 | 0.000 | $2.66 | $0.00 | $0.00 | |
0013 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 8.050 | 8.050 | 0.000 | $670.83 | $0.00 | $0.00 | |
0014 | MOWING | 241 2832 | AC | 30.710 | 30.710 | 0.000 | $103.20 | $0.00 | $0.00 | |
0015 | (SP)STABILIZED SUBGRADE | 327(K) 4300 | SY | 59,729.000 | 59,729.000 | 13,705.950 | 55,352.010 | $7.90 | $108,277.01 | $437,280.89 |
0016 | TRAFFIC BOUND SURFACE COURSE TYPE A | 403(A) 0217 | TON | 445.000 | 445.000 | 0.000 | $64.33 | $0.00 | $0.00 | |
0017 | TACK COAT | 407 0250 | GAL | 2,330.000 | 2,330.000 | 1,050.000 | 2,200.000 | $4.00 | $4,200.00 | $8,800.00 |
0018 | PRIME COAT | 408 5774 | GAL | 22,070.000 | 22,070.000 | 3,373.590 | $1.50 | $0.00 | $5,060.39 | |
0019 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | 411(S2) 5930 | TON | 1,438.000 | 1,438.000 | 0.000 | $103.85 | $0.00 | $0.00 | |
0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 581.000 | 581.000 | 0.000 | $110.60 | $0.00 | $0.00 | |
0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 12,963.000 | 12,963.000 | 6,955.610 | 14,691.250 | $105.00 | $730,339.05 | $1,542,581.25 |
0022 | (SP)ASPHALT CONCRETE TYPE S3(PATCHING)(PG 64-22 OK) | 411(S3) 6210 | TON | 94.000 | 94.000 | 0.000 | $152.50 | $0.00 | $0.00 | |
0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 440.000 | 440.000 | 0.000 | $129.25 | $0.00 | $0.00 | |
0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 3,501.000 | 3,501.000 | 0.000 | 1,718.970 | $101.35 | $0.00 | $174,217.61 |
0025 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 16,576.000 | 16,576.000 | 0.000 | $0.35 | $0.00 | $0.00 | |
0026 | 11" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 5760 | SY | 51,106.000 | 51,106.000 | 4,350.580 | 26,439.270 | $44.45 | $193,383.28 | $1,175,225.56 |
0027 | 8.5" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 6853 | SY | 30,452.000 | 30,452.000 | 5,555.550 | 20,781.540 | $37.95 | $210,833.12 | $788,659.44 |
0028 | CLSM BACKFILL | 501(G) 6315 | CY | 4.600 | 4.600 | 2.000 | 4.000 | $564.65 | $1,129.30 | $2,258.60 |
0029 | CLASS A CONCRETE | 509(B) 0321 | CY | 61.800 | 61.800 | 0.000 | $204.34 | $0.00 | $0.00 | |
0030 | CLASS C CONCRETE | 509(D) 0325 | CY | 570.000 | 570.000 | 0.000 | $204.34 | $0.00 | $0.00 | |
0031 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 1.000 | 1.000 | 1.000 | 1.000 | $1,430.41 | $1,430.41 | $1,430.41 |
0032 | DROP INLET GRATE (SMD-TYPE 2) | 611(L) 4210 | EA | 1.000 | 1.000 | 0.000 | $623.25 | $0.00 | $0.00 | |
0033 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 402.000 | 402.000 | 296.000 | $95.00 | $0.00 | $28,120.00 | |
0034 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 534.000 | 534.000 | 24.000 | 544.000 | $106.50 | $2,556.00 | $57,936.00 |
0035 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 586.000 | 586.000 | 596.000 | $125.00 | $0.00 | $74,500.00 | |
0036 | (PL)SPEC. TRIPLE CULV. END TREATMENT | 613(CC) 6105 | EA | 1.000 | 1.000 | 1.000 | 1.000 | $3,882.54 | $3,882.54 | $3,882.54 |
0037 | SPECIAL TRIPLE CULV.END TRT.(6:1SLP) | 613(CC) 6115 | EA | 3.000 | 3.000 | 0.000 | $3,678.19 | $0.00 | $0.00 | |
0038 | 3-30" CULVERT END TREATMENT(RC-GR) | 613(CC) 6123 | EA | 1.000 | 1.000 | 0.000 | $2,656.47 | $0.00 | $0.00 | |
0039 | TYPE B4 CULVERT END TREATMENT | 613(CC) 7187 | EA | 3.000 | 3.000 | 0.000 | $817.38 | $0.00 | $0.00 | |
0040 | TYPE D4 CULVERT END TREATMENT | 613(CC) 7189 | EA | 1.000 | 1.000 | 1.000 | 1.000 | $1,226.06 | $1,226.06 | $1,226.06 |
0041 | TYPE CC4 CULVERT END TREATMENT | 613(CC) 7193 | EA | 3.000 | 3.000 | 0.000 | $1,021.72 | $0.00 | $0.00 | |
0042 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 1.000 | 1.000 | 0.000 | $817.38 | $0.00 | $0.00 | |
0043 | TYPE C6 CULVERT END TREATMENT | 613(CC) 7198 | EA | 18.000 | 18.000 | 0.000 | $1,226.06 | $0.00 | $0.00 | |
0044 | TYPE D6 CULVERT END TREATMENT | 613(CC) 7199 | EA | 1.000 | 1.000 | 0.000 | $1,430.41 | $0.00 | $0.00 | |
0045 | TYPE CC6 CULVERT END TREATMENT | 613(CC) 7203 | EA | 1.000 | 1.000 | 0.000 | $2,043.44 | $0.00 | $0.00 | |
0046 | 42" X 29" CORR. GALV. STEEL PIPE ARCH | 613(D) 4530 | LF | 698.000 | 698.000 | 320.000 | $51.09 | $0.00 | $16,348.80 | |
0047 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 200.000 | 200.000 | 0.000 | $10.22 | $0.00 | $0.00 | |
0048 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 100.000 | 100.000 | 0.000 | $10.22 | $0.00 | $0.00 | |
0049 | PIPE UNDERDRAIN COVER MAT'L. | 613(R) 1100 | CY | 45.000 | 45.000 | 0.000 | $35.76 | $0.00 | $0.00 | |
0050 | TRENCH EXCAVATION | 613(S) 1180 | CY | 1,084.000 | 1,084.000 | 228.920 | 1,056.340 | $8.17 | $1,870.28 | $8,630.31 |
0051 | STANDARD BEDDING MATERIAL | 613(T) 1181 | CY | 639.000 | 639.000 | 57.900 | 880.850 | $20.43 | $1,182.90 | $17,995.77 |
0052 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.060 | $45,000.00 | $0.00 | $2,700.00 | |
0053 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 1.000 | 1.000 | 1.000 | $2,554.30 | $0.00 | $2,554.30 | |
0054 | REMOVAL OF FENCE | 619(B) 4725 | LF | 25,577.000 | 25,577.000 | 10,105.500 | $0.48 | $0.00 | $4,850.64 | |
0055 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 59,289.000 | 59,289.000 | 9,993.330 | 41,177.520 | $6.09 | $60,859.38 | $250,771.09 |
0056 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 1,245.000 | 1,245.000 | 1,245.000 | $1.99 | $0.00 | $2,477.55 | |
0057 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 494.000 | 494.000 | 358.000 | $20.00 | $0.00 | $7,160.00 | |
0058 | SAWING PAVEMENT | 619(C) 0924 | LF | 7,158.000 | 7,158.000 | 215.000 | 215.000 | $5.00 | $1,075.00 | $1,075.00 |
0059 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 28,018.000 | 28,018.000 | 0.000 | $2.06 | $0.00 | $0.00 | |
0060 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 1.000 | 1.000 | 0.000 | $30.95 | $0.00 | $0.00 | |
0061 | MAILBOX | 629(C) 4960 | EA | 1.000 | 1.000 | 0.000 | $77.36 | $0.00 | $0.00 | |
8001 | RUMBLE STRIP-TEMPORARY | 413(H) 5800 | SD | 0.000 | 90.000 | 32.000 | 32.000 | $132.00 | $4,224.00 | $4,224.00 |
Subtotals For Category 0100/ROADWAY | $1,326,468.33 | $4,779,461.87 | ||||||||
Fed/State Project Number: NHY-017N(238) | Project: 13337(05) | Category: 0200/BRIDGE 'A' | ||||||||
0062 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 850.000 | 850.000 | 342.040 | $5.11 | $0.00 | $1,747.82 | |
0063 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 177.000 | 177.000 | 175.000 | $7.15 | $0.00 | $1,251.25 | |
0064 | CLASS AA CONCRETE | 509(A) 1326 | CY | 387.700 | 387.700 | 365.071 | $275.00 | $0.00 | $100,394.53 | |
0065 | REINFORCING STEEL | 511(A) 1332 | LB | 51,020.000 | 51,020.000 | 47,770.615 | $0.87 | $0.00 | $41,560.43 | |
0066 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $16,150.00 | $0.00 | $16,150.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $161,104.03 | ||||||||
Fed/State Project Number: NHY-017N(238) | Project: 13337(05) | Category: 0201/BRIDGE 'B' | ||||||||
0067 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 280.000 | 280.000 | 0.000 | 286.100 | $10.52 | $0.00 | $3,009.78 |
0068 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 109.000 | 109.000 | 71.900 | $12.26 | $0.00 | $881.50 | |
0069 | CLASS AA CONCRETE | 509(A) 1326 | CY | 299.900 | 299.900 | 300.090 | $275.00 | $0.00 | $82,524.75 | |
0070 | REINFORCING STEEL | 511(A) 1332 | LB | 42,240.000 | 42,240.000 | 0.000 | 36,010.270 | $0.87 | $0.00 | $31,328.94 |
0071 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $15,110.00 | $0.00 | $15,110.00 | |
Subtotals For Category 0201/BRIDGE 'B' | $0.00 | $132,854.97 | ||||||||
Fed/State Project Number: NHY-017N(238) | Project: 13337(05) | Category: 0300/TRAFFIC | ||||||||
0072 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 86.000 | 86.000 | 0.000 | $31.98 | $0.00 | $0.00 | |
0073 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 126.600 | 126.600 | 0.000 | $9.80 | $0.00 | $0.00 | |
0074 | (SP)TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 854(C) 8525 | EA | 4.000 | 4.000 | 0.000 | $412.61 | $0.00 | $0.00 | |
0075 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 54,540.000 | 54,540.000 | 0.000 | $0.50 | $0.00 | $0.00 | |
0076 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 30,296.000 | 30,296.000 | 8,450.000 | $0.30 | $0.00 | $2,535.00 | |
0077 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 1,000.000 | 1,000.000 | 0.000 | $0.62 | $0.00 | $0.00 | |
0078 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 856(G) 8890 | EA | 1,000.000 | 1,000.000 | 0.000 | $0.43 | $0.00 | $0.00 | |
0079 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 30,296.000 | 30,296.000 | 225.000 | $0.08 | $0.00 | $18.00 | |
0080 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 1,000.000 | 1,000.000 | 130.000 | 3,064.000 | $0.62 | $80.60 | $1,899.68 |
0081 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 3,500.000 | 3,500.000 | 133.000 | 2,604.000 | $0.31 | $41.23 | $807.24 |
0082 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 6,000.000 | 6,000.000 | 202.000 | 3,367.000 | $0.02 | $4.04 | $67.34 |
0083 | CONSTRUCTION SIGNS 33.0 SF & OVER | 880(B) 8827 | SD | 1,000.000 | 1,000.000 | 14.000 | 298.000 | $0.02 | $0.28 | $5.96 |
0084 | BARRICADES(TYPE II) | 880(C) 8836 | SD | 400.000 | 400.000 | 0.000 | $0.02 | $0.00 | $0.00 | |
0085 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 1,000.000 | 1,000.000 | 56.000 | 750.000 | $0.02 | $1.12 | $15.00 |
0086 | WING BARRICADES | 880(C) 8848 | SD | 1,000.000 | 1,000.000 | 28.000 | 724.000 | $0.02 | $0.56 | $14.48 |
0087 | VERTICAL PANELS | 880(D) 8854 | SD | 1,000.000 | 1,000.000 | 0.000 | $0.83 | $0.00 | $0.00 | |
0088 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 12,000.000 | 12,000.000 | 258.000 | 4,259.000 | $0.02 | $5.16 | $85.18 |
0089 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 5,000.000 | 5,000.000 | 1,281.000 | 25,502.000 | $0.31 | $397.11 | $7,905.62 |
0090 | DRUMS | 880(F) 8878 | SD | 1,000.000 | 1,000.000 | 1,281.000 | 25,633.000 | $0.02 | $25.62 | $512.66 |
0091 | CHANNELIZER CONES | 880(G) 8890 | SD | 25,000.000 | 25,000.000 | 2,233.000 | 43,347.000 | $0.36 | $803.88 | $15,604.92 |
0092 | FLAGGER | 880(I) 8902 | SD | 125.000 | 0.000 | 0.000 | $1,000.00 | $0.00 | $0.00 | |
0093 | PILOT CAR | 880(W) 8800 | LSUM | 1.000 | 0.000 | 0.000 | $100,000.00 | $0.00 | $0.00 | |
0094 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 250.000 | 250.000 | 14.000 | 332.000 | $21.66 | $303.24 | $7,191.12 |
8000 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 0.000 | 1.000 | 1.000 | $185,000.00 | $0.00 | $185,000.00 | |
Subtotals For Category 0300/TRAFFIC | $1,662.84 | $221,662.20 | ||||||||
Fed/State Project Number: NHY-017N(238) | Project: 13337(05) | Category: 0600/STAKING | ||||||||
0095 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.750 | $30,000.00 | $0.00 | $22,500.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $22,500.00 | ||||||||
Fed/State Project Number: NHY-017N(238) | Project: 13337(05) | Category: 0640/CONSTRUCTION | ||||||||
0096 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.500 | $4,500.00 | $0.00 | $2,250.00 | |
0097 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 0.000 | $7,500.00 | $0.00 | $0.00 | |
0098 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 0.800 | $335,000.00 | $0.00 | $268,000.00 | |
0099 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.250 | $40,000.00 | $0.00 | $10,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $280,250.00 | ||||||||
Subtotals For Project NHY-017N(238) /13337(05) | $1,328,131.17 | $5,597,833.07 |