Contract ID: | 090587 | Estimate Number: | 0042 | Contract No: | 510450 | |||
Residency: | CRAIG & KEITHLINE, INC. (08007) | Estimate Type: | Progressive | Account No: | 400800 | |||
Project Number(s): | NHY-014N(019)SS | ||||||||||||
Primary Job Piece No: | 17387(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE US-75: AT THE 111TH STREET JUNCTION IN THE CITY OF JENKS. PROJECT LENGTH = 2.738 MILES. | ||||||||||||
Primary County: | TULSA | ||||||||||||
Name of Road: | US-75 | ||||||||||||
Prime Contractor: | MANHATTAN ROAD & BRIDGE COMPANY | ||||||||||||
5601 S. 122ND E. AVE. | |||||||||||||
TULSA , OK 74146 | |||||||||||||
Surety Company: | FEDERAL INSURANCE COMPANY | ||||||||||||
Date Let: | 09/17/2009 | NTP Effective Date: | 03/01/2010 | Pay Period: | 11/01/2013 TO 11/30/2013 |
Date Awarded: | 10/05/2009 | Date Work Began: | 11/10/2009 | Original Contract Time: | 365 |
Date Contract Executed: | 10/20/2009 | Date Time Stopped: | Current Time Charged: | 1482.00 | |
Date NTP Issued: | 10/23/2009 | Completion Date: | Current Time Allowed: | 1510.00 | |
General Liability Expires: | 10/01/2014 | Workman's Comp Expires: | 10/01/2014 | Percent Time Used: | 98.15 % |
Specification Year: | 1999 | Date Approved: | |||
Bid Amount: | $11,243,505.69 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $12,014,259.87 | Participating: | $11,952,129.71 | $11,812,353.52 | $139,776.19 | ||
Percent Complete: | 99.48 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $62,130.16 | Total Earnings: | $11,952,129.71 | $11,812,353.52 | $139,776.19 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $11,952,129.71 | $11,812,353.52 | $139,776.19 | ||||
Other Adjustments: | $0.00 | $0.00 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $11,952,129.71 | $11,812,353.52 | $139,776.19 |
Contract ID: | 090587 | Estimate Number: | 0042 | Primary JP: | 17387(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Adds 30" RCP Cl. IV and 48" RCP Cl. IV & V to the contract. | Approved | 04/08/2010 | 0.0 | $32,482.74 |
002 | Adds 6" Perf. & 6" Non-Perf. Pipe Underdrain. | Approved | 05/03/2010 | 0.0 | $90,902.40 |
003 | Overrun Uncl. Borrow & underrun T.B.S.C. | Approved | 07/11/2011 | 0.0 | $43,111.40 |
004 | Adds Fence Style SWF (5 Barbed Wire) to the contract. | Approved | 02/08/2011 | 0.0 | $56,565.00 |
005 | Adds guardrail items and removal of overhead sign structure. | Approved | 02/08/2011 | 0.0 | $14,522.50 |
006 | Adds 107 Days for work added by prev. C.O.s. | Approved | 03/28/2011 | 107.0 | $0.00 |
007 | Reimburses subcontractor for payment of elec. service. | Approved | 06/04/2012 | 0.0 | $21,546.00 |
008 | Funds asphalt binder adjustments | Approved | 07/11/2011 | 0.0 | $40,394.56 |
009 | Changes method of payment for Aggregate Base. | Approved | 05/08/2012 | 0.0 | $20,061.13 |
010 | Deletes "Pay Plan Qty" note on drainage str. items. | Approved | 03/05/2012 | 0.0 | $31,827.36 |
011 | Overrun Plastic Stripe, Uncl. Exc. & 16.0 - 32.99 SF Signs | Approved | 06/04/2012 | 0.0 | $51,922.73 |
012 | Adds pay item Re-Mobilization, for permanent signs added. | Approved | 09/11/2012 | 0.0 | $16,555.20 |
013 | Repair existing High Mast and Underpass Lighting | Approved | 04/01/2013 | 0.0 | $9,790.20 |
014 | F-Shaped Barrier on 111th | Approved | 04/01/2013 | 21.0 | $131,111.98 |
015 | Additional funding for payment of electricity for lights | Approved | 04/03/2013 | 0.0 | $6,561.00 |
016 | Adds a new pay item for concrete apron around Str. 23 | Approved | 09/09/2013 | 0.0 | $9,679.13 |
017 | Ponds A & B and R/W fence on w. side of US-75 | Approved | 12/09/2013 | 30.0 | $193,720.85 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
17387(04) | 0017 | SEPARATOR FABRIC | Stockpiled Material Initial Payment | 0005 | $22,050.00 |
17387(04) | 0017 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0017 | $-1,350.12 |
17387(04) | 0017 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0020 | $-11,565.60 |
17387(04) | 0017 | SEPARATOR FABRIC | Stockpiled Material Initial Payment | 0010 | $22,050.00 |
17387(04) | 0017 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0018 | $-3,843.83 |
17387(04) | 0017 | SEPARATOR FABRIC | Stockpiled Material Closure | 0008 | $-17,956.44 |
17387(04) | 0017 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0007 | $-1,234.39 |
17387(04) | 0017 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0006 | $-2,859.17 |
17387(04) | 0017 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0019 | $-5,290.45 |
17387(04) | 0029 | Drilled Shaft resteel for sound barrier wall | Stockpiled Material Closure | 0012 | $-24,765.06 |
17387(04) | 0029 | Drilled Shaft resteel for sound barrier wall | Stockpiled Material Initial Payment | 0010 | $24,765.06 |
17387(04) | 0030 | REINFORCING STEEL STR. 10 | Stockpiled Material Adjustment | 0005 | $-3,545.12 |
17387(04) | 0030 | REINFORCING STEEL STR. 10 | Stockpiled Material Initial Payment | 0005 | $3,768.32 |
17387(04) | 0030 | REINFORCING STEEL STR. 10 | Stockpiled Material Closure | 0007 | $-223.20 |
17387(04) | 0037 | MANHOLE (4' DIA.) STR. 11, 13 | Stockpiled Material Adjustment | 0005 | $-308.57 |
17387(04) | 0037 | MANHOLE (4' DIA.) STR. 11, 13 | Stockpiled Material Initial Payment | 0005 | $617.14 |
17387(04) | 0037 | MANHOLE (4' DIA.) STR. 11, 13 | Stockpiled Material Closure | 0008 | $-308.57 |
17387(04) | 0041 | Manhole Frame & Cover | Stockpiled Material Initial Payment | 0019 | $2,864.70 |
17387(04) | 0041 | Manhole Frame & Cover | Stockpiled Material Adjustment | 0020 | $-2,864.70 |
17387(04) | 0043 | Design 2B Inlet | Stockpiled Material Closure | 0008 | $-1,662.48 |
17387(04) | 0043 | Design 2B Inlet | Stockpiled Material Initial Payment | 0005 | $1,662.48 |
17387(04) | 0048 | GPI Type A Grate | Stockpiled Material Closure | 0025 | $-195.33 |
17387(04) | 0048 | GPI Type A Grate | Stockpiled Material Adjustment | 0020 | $-195.33 |
17387(04) | 0048 | GPI Type A Grate | Stockpiled Material Initial Payment | 0019 | $390.66 |
17387(04) | 0049 | GPI Type B Grate | Stockpiled Material Closure | 0025 | $-265.86 |
17387(04) | 0049 | GPI Type B Grate | Stockpiled Material Initial Payment | 0019 | $265.86 |
17387(04) | 0050 | SMD Type 2 Grate | Stockpiled Material Closure | 0025 | $-439.49 |
17387(04) | 0050 | SMD Type 2 Grate | Stockpiled Material Initial Payment | 0019 | $439.49 |
17387(04) | 0053 | 18"x30" Frame & Grate | Stockpiled Material Initial Payment | 0019 | $14,159.04 |
17387(04) | 0053 | 18"x30" Frame & Grate | Stockpiled Material Adjustment | 0021 | $-13,147.68 |
17387(04) | 0053 | 18"x30" Frame & Grate | Stockpiled Material Adjustment | 0023 | $-1,011.36 |
17387(04) | 0054 | Cast Iron Curb Inlets | Stockpiled Material Initial Payment | 0019 | $17,773.28 |
17387(04) | 0054 | Cast Iron Curb Inlets | Stockpiled Material Adjustment | 0021 | $-15,234.24 |
17387(04) | 0054 | Cast Iron Curb Inlets | Stockpiled Material Adjustment | 0023 | $-2,539.04 |
17387(04) | 0055 | 18" RCP | Stockpiled Material Initial Payment | 0005 | $4,304.40 |
17387(04) | 0055 | 18" RCP | Stockpiled Material Adjustment | 0005 | $-327.05 |
17387(04) | 0055 | 18" RCP | Stockpiled Material Closure | 0008 | $-3,977.35 |
17387(04) | 0059 | 48" RCP | Stockpiled Material Closure | 0008 | $-2,012.64 |
17387(04) | 0059 | 48" RCP | Stockpiled Material Initial Payment | 0005 | $2,012.64 |
17387(04) | 0059 | 48" RCP | Stockpiled Material Initial Payment | 0002 | $7,044.24 |
17387(04) | 0059 | 48" RCP | Stockpiled Material Adjustment | 0003 | $-7,044.24 |
17387(04) | 0087 | Prestressed concrete beams | Stockpiled Material Adjustment | 0015 | $-287,395.78 |
17387(04) | 0087 | Prestressed concrete beams | Stockpiled Material Initial Payment | 0011 | $287,395.78 |
17387(04) | 0087 | Prestressed concrete beams | Stockpiled Material Adjustment | 0015 | $-126,084.75 |
17387(04) | 0087 | Prestressed concrete beams | Stockpiled Material Initial Payment | 0015 | $126,084.75 |
17387(04) | 0094 | Piers 1-4 Br. A | Stockpiled Material Initial Payment | 0010 | $42,933.44 |
17387(04) | 0094 | Piers 1-4 Br. A | Stockpiled Material Adjustment | 0010 | $-107,652.15 |
17387(04) | 0094 | Piers 1-4 Br. A | Stockpiled Material Closure | 0012 | $-32,116.92 |
17387(04) | 0094 | Piers 1-4 Br. A | Stockpiled Material Initial Payment | 0010 | $107,652.15 |
17387(04) | 0094 | Piers 1-4 Br. A | Stockpiled Material Adjustment | 0011 | $-10,816.52 |
17387(04) | 0134 | High Mast Luminaires | Stockpiled Material Adjustment | 0020 | $-11,440.00 |
17387(04) | 0134 | High Mast Luminaires | Stockpiled Material Initial Payment | 0011 | $13,585.00 |
17387(04) | 0134 | High Mast Luminaires | Stockpiled Material Adjustment | 0023 | $-2,145.00 |
17387(04) | 0137 | High Mast Pole | Stockpiled Material Adjustment | 0023 | $-6,997.00 |
17387(04) | 0137 | High Mast Pole | Stockpiled Material Initial Payment | 0015 | $6,997.00 |
17387(04) | 0138 | High Mast Pole | Stockpiled Material Adjustment | 0020 | $-28,560.00 |
17387(04) | 0138 | High Mast Pole | Stockpiled Material Initial Payment | 0015 | $28,560.00 |
17387(04) | 0139 | Lowering Devices | Stockpiled Material Adjustment | 0023 | $-3,420.40 |
17387(04) | 0139 | Lowering Devices | Stockpiled Material Adjustment | 0020 | $-13,681.60 |
17387(04) | 0139 | Lowering Devices | Stockpiled Material Initial Payment | 0015 | $17,102.00 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0028 | --5.0 | $2,000.00 | $-10,000.00 |
System Application of Liquidated Damages | 0029 | -5.0 | $2,000.00 | $10,000.00 | Subtotals For Liquidated Damages | $0.00 |
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 |
17387(04) | 0003 | UNCLASSIFIED BORROW | * Material Discrepancy Adjustments | 0011 | -8,779.00 | $7.30 | $-64,086.70 |
17387(04) | 0003 | UNCLASSIFIED BORROW | * Material Discrepancy Adjustments | 0012 | 8,779.00 | $7.30 | $64,086.70 |
17387(04) | 0008 | TEMPORARY SILT DIKE | * Material Discrepancy Adjustments | 0016 | -84.00 | $8.75 | $-735.00 |
17387(04) | 0008 | TEMPORARY SILT DIKE | * Material Discrepancy Adjustments | 0025 | 84.00 | $8.75 | $735.00 |
17387(04) | 0011 | SOLID SLAB SODDING | * Permanent Erosion Control-Out of Season | 0028 | 0.00 | $0.00 | $-14,377.67 |
17387(04) | 0011 | SOLID SLAB SODDING | * Permanent Erosion Control-Out of Season | 0029 | 0.00 | $0.00 | $14,377.67 |
17387(04) | 0011 | SOLID SLAB SODDING | * Overrun | 0030 | -24,378.00 | $1.22 | $-29,741.16 |
17387(04) | 0011 | SOLID SLAB SODDING | * Overrun Re-adjustment | 0031 | 0.00 | $0.00 | $29,741.16 |
17387(04) | 0020 | TACK COAT | * Material Discrepancy Adjustments | 0016 | -2,275.00 | $3.15 | $-7,166.25 |
17387(04) | 0020 | TACK COAT | * Material Discrepancy Adjustments | 0018 | 2,275.00 | $3.15 | $7,166.25 |
17387(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * Material Discrepancy Adjustments | 0008 | 0.00 | $0.00 | $-1,770.00 |
17387(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0008 | 0.00 | $0.00 | $874.58 |
17387(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0019 | 0.00 | $0.00 | $3,728.64 |
17387(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $5,862.72 |
17387(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0021 | 0.00 | $0.00 | $18,715.85 |
17387(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0022 | 0.00 | $0.00 | $1,963.32 |
17387(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * ROADWAY DENSITY | 0028 | 0.00 | $0.00 | $-22,363.37 |
17387(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0029 | 60.14 | $1.93 | $116.25 |
17387(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * Asphalt Binder Adjustment | 0029 | 0.00 | $0.00 | $51.83 |
17387(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * Asphalt Binder Adjustment | 0031 | 0.00 | $0.00 | $-31,313.19 |
17387(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * ROADWAY DENSITY | 0031 | 0.00 | $0.00 | $24,133.37 |
17387(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0032 | 43.33 | $5.92 | $256.65 |
17387(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $602.91 |
17387(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 0.00 | $0.00 | $302.73 |
17387(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $2,009.46 |
17387(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0019 | 0.00 | $0.00 | $-74,049.20 |
17387(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 0.00 | $0.00 | $9,715.51 |
17387(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $1,839.04 |
17387(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 0.00 | $0.00 | $14,995.19 |
17387(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 0.00 | $0.00 | $1,983.13 |
17387(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0028 | 0.00 | $0.00 | $19,354.63 |
17387(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0029 | 0.00 | $0.00 | $320.93 |
17387(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0029 | 218.35 | $1.93 | $422.08 |
17387(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0031 | 0.00 | $0.00 | $-32,190.98 |
17387(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0031 | 0.00 | $0.00 | $54,694.57 |
17387(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0032 | -43.33 | $5.92 | $-256.65 |
17387(04) | 0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0008 | 0.00 | $0.00 | $639.42 |
17387(04) | 0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * ROADWAY DENSITY | 0019 | 0.00 | $0.00 | $-4,739.61 |
17387(04) | 0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $2,936.42 |
17387(04) | 0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0021 | 0.00 | $0.00 | $5,086.91 |
17387(04) | 0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0022 | 0.00 | $0.00 | $17,959.33 |
17387(04) | 0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Asphalt Binder Adjustment | 0029 | 0.00 | $0.00 | $-578.90 |
17387(04) | 0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0029 | -536.14 | $2.20 | $-1,184.44 |
17387(04) | 0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0031 | 0.00 | $0.00 | $4,739.61 |
17387(04) | 0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Asphalt Binder Adjustment | 0031 | 0.00 | $0.00 | $-24,858.74 |
17387(04) | 0025 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $803.70 |
17387(04) | 0025 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0031 | 0.00 | $0.00 | $-803.70 |
17387(04) | 0027 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0027 | 0.00 | $0.00 | $-625.00 |
17387(04) | 0027 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0034 | 0.00 | $0.00 | $625.00 |
17387(04) | 0029 | SOUND BARRIER WALL | * Material Discrepancy Adjustments | 0027 | 0.00 | $0.00 | $-4,180.80 |
17387(04) | 0029 | SOUND BARRIER WALL | * Material Discrepancy Adjustments | 0027 | 0.00 | $0.00 | $-2,244.48 |
17387(04) | 0029 | SOUND BARRIER WALL | * Material Discrepancy Adjustments | 0029 | 0.00 | $0.00 | $2,246.85 |
17387(04) | 0029 | SOUND BARRIER WALL | * Material Discrepancy Adjustments | 0034 | 0.00 | $0.00 | $4,178.43 |
17387(04) | 0039 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | * Material Discrepancy Adjustments | 0016 | -2.54 | $140.00 | $-355.60 |
17387(04) | 0039 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | * Material Discrepancy Adjustments | 0018 | 2.54 | $140.00 | $355.60 |
17387(04) | 0052 | INLET CICI DES. 3 (ADD'L DEPTH) | * Material Discrepancy Adjustments | 0016 | -5.94 | $440.00 | $-2,613.60 |
17387(04) | 0052 | INLET CICI DES. 3 (ADD'L DEPTH) | * Material Discrepancy Adjustments | 0018 | 5.94 | $440.00 | $2,613.60 |
17387(04) | 0055 | 18" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0016 | -277.00 | $51.00 | $-14,127.00 |
17387(04) | 0055 | 18" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0018 | 277.00 | $51.00 | $14,127.00 |
17387(04) | 0056 | 24" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0016 | -41.00 | $60.00 | $-2,460.00 |
17387(04) | 0056 | 24" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0018 | 41.00 | $60.00 | $2,460.00 |
17387(04) | 0064 | TYPE B4 CULVERT END TREATMENT | * Material Discrepancy Adjustments | 0027 | 0.00 | $0.00 | $-1,456.00 |
17387(04) | 0064 | TYPE B4 CULVERT END TREATMENT | * Material Discrepancy Adjustments | 0034 | 0.00 | $0.00 | $1,456.00 |
17387(04) | 0067 | 36" CORR. GALV. STEEL PIPE | * Material Discrepancy Adjustments | 0016 | -34.00 | $38.00 | $-1,292.00 |
17387(04) | 0067 | 36" CORR. GALV. STEEL PIPE | * Material Discrepancy Adjustments | 0018 | 34.00 | $38.00 | $1,292.00 |
17387(04) | 0076 | TYPE F4 SLOPED CONCRETE END SECTION | * Overrun | 0032 | -3.00 | $4,000.00 | $-12,000.00 |
17387(04) | 0076 | TYPE F4 SLOPED CONCRETE END SECTION | * Overrun Re-adjustment | 0035 | 3.00 | $4,000.00 | $12,000.00 |
17387(04) | 0088 | APPROACH SLAB | * Material Discrepancy Adjustments | 0027 | 0.00 | $0.00 | $-4,310.06 |
17387(04) | 0088 | APPROACH SLAB | * Material Discrepancy Adjustments | 0029 | 0.00 | $0.00 | $3,782.17 |
17387(04) | 0088 | APPROACH SLAB | * Material Discrepancy Adjustments | 0034 | 0.00 | $0.00 | $527.89 |
17387(04) | 0091 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0027 | 0.00 | $0.00 | $-9,067.50 |
17387(04) | 0091 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0029 | 0.00 | $0.00 | $6,731.35 |
17387(04) | 0091 | CLASS AA CONCRETE | * PCCP Deduction as per Sec. 414 | 0031 | 0.00 | $0.00 | $-2,628.80 |
17387(04) | 0091 | CLASS AA CONCRETE | * PCCP Deduction as per Sec. 414 | 0034 | 0.00 | $0.00 | $4,964.95 |
17387(04) | 8004 | 6" PERFORATED PIPE UNDERDRAIN ROUND | * Overrun | 0040 | -450.00 | $10.27 | $-4,621.50 |
17387(04) | 8004 | 6" PERFORATED PIPE UNDERDRAIN ROUND | * Overrun Re-adjustment | 0041 | 450.00 | $10.27 | $4,621.50 | Subtotals For Line Item Adjustments | $0.00 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | TIME 'B' BID | 11/10/2009 | 09/26/2010 | 320.00 DYS | $10,000.00 | Y |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 090587 | Estimate Number: | 0042 | Primary JP: | 17387(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-014N(019)SS | Project: 17387(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $60,000.00 | $0.00 | $60,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 106,353.000 | 111,423.000 | 111,423.000 | $3.35 | $0.00 | $373,267.05 | |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 142,222.000 | 162,340.000 | 162,340.430 | $7.30 | $0.00 | $1,185,085.14 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $45,000.00 | $0.00 | $45,000.00 | |
0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 10,670.000 | 6,800.000 | 6,800.000 | $2.35 | $0.00 | $15,980.00 | |
0006 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 2.000 | 0.000 | 0.000 | $250.00 | $0.00 | $0.00 | |
0007 | TEMPORARY SEDIMENT REMOVAL | 226 2805 | CY | 500.000 | 280.560 | 280.560 | $10.50 | $0.00 | $2,945.88 | |
0008 | TEMPORARY SILT DIKE | 227 0100 | LF | 320.000 | 168.000 | 168.000 | $8.75 | $0.00 | $1,470.00 | |
0009 | NYLON EROSION CONTROL MAT | 228 4170 | SY | 3,228.620 | 0.000 | 0.000 | $3.05 | $0.00 | $0.00 | |
0010 | DITCH LINER PROTECTION | 229 4318 | LF | 2,905.760 | 0.000 | 0.000 | $1.50 | $0.00 | $0.00 | |
0011 | SOLID SLAB SODDING | 230(A) 2806 | SY | 93,613.000 | 147,136.000 | 147,353.000 | $1.22 | $0.00 | $179,770.66 | |
0012 | SEEDING METHOD B | 232(B) 2814 | AC | 19.340 | 21.250 | 21.250 | $205.00 | $0.00 | $4,356.25 | |
0013 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 19.340 | 21.250 | 21.250 | $205.00 | $0.00 | $4,356.25 | |
0014 | MOWING | 241 2832 | AC | 77.360 | 1.000 | 1.000 | $87.50 | $0.00 | $87.50 | |
0015 | (PL)STABILIZED CONSTRUCTION EXIT | 242 0400 | EA | 2.000 | 2.000 | 2.000 | $1,500.00 | $0.00 | $3,000.00 | |
0016 | AGGREGATE BASE | 303 0192 | CY | 18,370.290 | 2,597.500 | 2,597.500 | $36.25 | $0.00 | $94,159.39 | |
0017 | SEPARATOR FABRIC | 325 5271 | SY | 106,598.820 | 106,598.820 | 106,598.820 | $0.85 | $0.00 | $90,609.01 | |
0018 | (SP)STABILIZED SUBGRADE | 327(K) 4300 | SY | 86,129.820 | 0.000 | 0.000 | $1.55 | $0.00 | $0.00 | |
0019 | TRAFFIC BOUND SURFACE COURSE TYPE A | 403(A) 0217 | TON | 12,569.000 | 7,569.000 | 7,220.080 | $20.75 | $0.00 | $149,816.67 | |
0020 | TACK COAT | 407 0250 | GAL | 7,100.920 | 7,100.920 | 4,400.000 | $3.15 | $0.00 | $13,860.00 | |
0021 | PRIME COAT | 408 5774 | GAL | 1,873.420 | 1,873.420 | 0.000 | $6.80 | $0.00 | $0.00 | |
0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 11,017.420 | 11,017.420 | 11,646.390 | $59.00 | $0.00 | $687,137.01 | |
0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 11,544.870 | 11,544.870 | 11,712.760 | $54.25 | $0.00 | $635,417.24 | |
0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 7,893.750 | 7,893.750 | 8,210.450 | $70.25 | $0.00 | $576,784.11 | |
0025 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 494.000 | 494.000 | 270.530 | $58.00 | $0.00 | $15,690.74 | |
0026 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 624.000 | 111.880 | 111.880 | $22.50 | $0.00 | $2,517.30 | |
0027 | CLASS AA CONCRETE | 509(A) 0319 | CY | 334.790 | 334.790 | 334.790 | $500.00 | $0.00 | $167,395.00 | |
0028 | CLASS C CONCRETE | 509(D) 0325 | CY | 476.820 | 413.390 | 413.390 | $235.00 | $0.00 | $97,146.65 | |
0029 | SOUND BARRIER WALL | 510(B) 6333 | SY | 4,322.000 | 4,322.000 | 4,322.000 | $229.25 | $0.00 | $990,818.50 | |
0030 | REINFORCING STEEL | 511(A) 0332 | LB | 57,946.500 | 57,946.500 | 57,946.500 | $0.70 | $0.00 | $40,562.55 | |
0031 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 47.630 | 47.630 | 67.120 | $47.00 | $0.00 | $3,154.64 | |
0032 | 2'-8" COMB. CURB & GUTTER (4" MNTBLE) | 609(B) 1523 | LF | 618.000 | 618.000 | 618.000 | $20.50 | $0.00 | $12,669.00 | |
0033 | 2'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1525 | LF | 10,318.750 | 10,318.750 | 10,318.750 | $15.00 | $0.00 | $154,781.25 | |
0034 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 2,786.110 | 2,786.110 | 2,786.110 | $31.00 | $0.00 | $86,369.41 | |
0035 | 4" CONCRETE DIVIDING STRIP | 610(C) 0608 | SY | 388.000 | 388.000 | 388.000 | $31.00 | $0.00 | $12,028.00 | |
0036 | (PL)TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 96.000 | 96.000 | 104.000 | $51.50 | $0.00 | $5,356.00 | |
0037 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 10.000 | 10.000 | 10.000 | $1,350.00 | $0.00 | $13,500.00 | |
0038 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 1.000 | 1.000 | 1.000 | $1,525.00 | $0.00 | $1,525.00 | |
0039 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 4.850 | 4.850 | 3.500 | $140.00 | $0.00 | $490.00 | |
0040 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 2.080 | 2.080 | 2.830 | $250.00 | $0.00 | $707.50 | |
0041 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 11.000 | 11.000 | 11.000 | $390.00 | $0.00 | $4,290.00 | |
0042 | INLET CICI DES. 2 (STD) | 611(E) 5112 | EA | 4.000 | 5.000 | 5.000 | $1,630.00 | $0.00 | $8,150.00 | |
0043 | INLET CICI DES. 2 (B) | 611(E) 5113 | EA | 2.000 | 2.000 | 2.000 | $2,165.00 | $0.00 | $4,330.00 | |
0044 | INLET CICI DES. 2 (2D) | 611(E) 5119 | EA | 2.000 | 2.000 | 2.000 | $3,360.00 | $0.00 | $6,720.00 | |
0045 | INLET CICI DES. 3 (STD) | 611(E) 5120 | EA | 3.000 | 3.000 | 3.000 | $2,165.00 | $0.00 | $6,495.00 | |
0046 | INLET CICI DES. 3 (B) | 611(E) 5121 | EA | 4.000 | 4.000 | 4.000 | $2,450.00 | $0.00 | $9,800.00 | |
0047 | INLET CICI DES. 3 (D) | 611(E) 5122 | EA | 1.000 | 1.000 | 1.000 | $3,030.00 | $0.00 | $3,030.00 | |
0048 | INLET CICI DES. 3 (2B) | 611(E) 5123 | EA | 2.000 | 2.000 | 2.000 | $2,725.00 | $0.00 | $5,450.00 | |
0049 | INLET GPI TYPE 2 (DES. 10) | 611(E) 5336 | EA | 1.000 | 1.000 | 1.000 | $2,550.00 | $0.00 | $2,550.00 | |
0050 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 1.000 | 1.000 | 1.000 | $2,600.00 | $0.00 | $2,600.00 | |
0051 | INLET CICI DES. 2 (ADD'L DEPTH) | 611(F) 5325 | VF | 14.180 | 14.180 | 11.330 | $315.00 | $0.00 | $3,568.95 | |
0052 | INLET CICI DES. 3 (ADD'L DEPTH) | 611(F) 5330 | VF | 16.900 | 16.900 | 15.580 | $440.00 | $0.00 | $6,855.20 | |
0053 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 56.000 | 57.000 | 57.000 | $360.00 | $0.00 | $20,520.00 | |
0054 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 98.000 | 94.000 | 94.000 | $305.00 | $0.00 | $28,670.00 | |
0055 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 2,266.000 | 2,272.000 | 2,272.000 | $51.00 | $0.00 | $115,872.00 | |
0056 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 1,726.000 | 1,782.000 | 1,782.000 | $60.00 | $0.00 | $106,920.00 | |
0057 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 630.000 | 515.000 | 515.000 | $75.00 | $0.00 | $38,625.00 | |
0058 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 6.000 | 6.000 | 6.000 | $100.00 | $0.00 | $600.00 | |
0059 | 48" R.C.PIPE CLASS III | 613(B) 0496 | LF | 400.000 | 195.000 | 195.000 | $120.00 | $0.00 | $23,400.00 | |
0060 | 28" X 18" R.C.PIPE ARCH CLASS A-III | 613(B) 4496 | LF | 91.000 | 136.000 | 136.000 | $100.00 | $0.00 | $13,600.00 | |
0061 | 58" X 36" R.C.PIPE ARCH CLASS A-III | 613(B) 4500 | LF | 35.000 | 35.000 | 35.000 | $195.00 | $0.00 | $6,825.00 | |
0062 | 22" X 13" R.C.PIPE ARCH CLASS A-IV | 613(B) 4511 | LF | 28.000 | 28.000 | 28.000 | $85.00 | $0.00 | $2,380.00 | |
0063 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 25.000 | 21.000 | 21.000 | $580.00 | $0.00 | $12,180.00 | |
0064 | TYPE B4 CULVERT END TREATMENT | 613(CC) 7187 | EA | 14.000 | 16.000 | 16.000 | $700.00 | $0.00 | $11,200.00 | |
0065 | TYPE C4 CULVERT END TREATMENT | 613(CC) 7188 | EA | 2.000 | 2.000 | 2.000 | $1,000.00 | $0.00 | $2,000.00 | |
0066 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 232.000 | 472.000 | 472.000 | $32.50 | $0.00 | $15,340.00 | |
0067 | 36" CORR. GALV. STEEL PIPE | 613(D) 0692 | LF | 183.000 | 233.000 | 233.000 | $38.00 | $0.00 | $8,854.00 | |
0068 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(D) 4527 | LF | 141.000 | 141.000 | 141.000 | $36.00 | $0.00 | $5,076.00 | |
0069 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 4.000 | 3.000 | 3.000 | $625.00 | $0.00 | $1,875.00 | |
0070 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 1.000 | 1.000 | 1.000 | $800.00 | $0.00 | $800.00 | |
0071 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5732 | EA | 3.000 | 1.000 | 1.000 | $900.00 | $0.00 | $900.00 | |
0072 | 36" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5734 | EA | 1.000 | 1.000 | 1.000 | $1,350.00 | $0.00 | $1,350.00 | |
0073 | TYPE A4 SLOPED CONCRETE END SECTION | 613(MM) 7500 | EA | 2.000 | 0.000 | 0.000 | $1,000.00 | $0.00 | $0.00 | |
0074 | TYPE B4 SLOPED CONCRETE END SECTION | 613(MM) 7501 | EA | 2.000 | 0.000 | 0.000 | $1,500.00 | $0.00 | $0.00 | |
0075 | TYPE C4 SLOPED CONCRETE END SECTION | 613(MM) 7502 | EA | 4.000 | 4.000 | 4.000 | $2,500.00 | $0.00 | $10,000.00 | |
0076 | TYPE F4 SLOPED CONCRETE END SECTION | 613(MM) 7505 | EA | 4.000 | 8.000 | 8.000 | $4,000.00 | $0.00 | $32,000.00 | |
0077 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $35,000.00 | $0.00 | $35,000.00 | |
0078 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 2.000 | 2.000 | 2.000 | $1,500.00 | $0.00 | $3,000.00 | |
0079 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 598.000 | 598.000 | 598.000 | $5.50 | $0.00 | $3,289.00 | |
0080 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 408.000 | 408.000 | 408.000 | $5.50 | $0.00 | $2,244.00 | |
0081 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 33,463.000 | 33,463.000 | 33,463.000 | $1.00 | $0.00 | $33,463.00 | |
0082 | REMOVAL OF CURB | 619(B) 4791 | LF | 244.000 | 244.000 | 244.000 | $4.50 | $0.00 | $1,098.00 | |
0083 | GATES-STYLE CLF (6'HIGH X 4'LONG) | 624(E) 5950 | EA | 2.000 | 2.000 | 0.000 | $1,500.00 | $0.00 | $0.00 | |
8001 | 30" R.C.PIPE CLASS IV | 613(B) 0584 | LF | 0.000 | 115.000 | 115.000 | $148.91 | $0.00 | $17,124.77 | |
8002 | 48" R.C.PIPE CLASS IV | 613(B) 0587 | LF | 0.000 | 90.000 | 90.000 | $212.55 | $0.00 | $19,129.64 | |
8003 | 48" R.C.PIPE CLASS V | 613(B) 0599 | LF | 0.000 | 115.000 | 115.000 | $256.11 | $0.00 | $29,453.34 | |
8004 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 0.000 | 8,500.000 | 7,760.000 | $10.27 | $0.00 | $79,695.20 | |
8005 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 0.000 | 120.000 | 30.000 | $10.27 | $0.00 | $308.10 | |
8006 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 0.000 | 5.000 | 5.000 | $475.00 | $0.00 | $2,375.00 | |
8008 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 0.000 | 13,500.000 | 10,363.000 | $4.19 | $0.00 | $43,420.97 | |
8014 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | $89,166.61 | $0.00 | $89,166.61 | |
8015 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-48,772.05 | $0.00 | $-48,772.05 | |
8016 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-9,123.47 | $0.00 | $-9,123.47 | |
8018 | AGGREGATE BASE | 303 0192 | CY | 0.000 | 23,463.770 | 23,463.770 | $31.42 | $0.00 | $737,231.65 | |
8019 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-153.39 | $0.00 | $-153.39 | |
8022 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 0.000 | 35.000 | 33.440 | $40.00 | $0.00 | $1,337.60 | |
8023 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 0.000 | 411.000 | 412.500 | $127.15 | $0.00 | $52,449.38 | |
8024 | CLASS AA CONCRETE | 509(A) 0319 | CY | 0.000 | 15.000 | 7.270 | $824.25 | $0.00 | $5,992.30 | |
8025 | EPOXY COATED REINFORCING STEEL | 511(B) 4269 | LB | 0.000 | 21,343.000 | 20,236.000 | $1.06 | $0.00 | $21,450.16 | |
8026 | 2'-8" COMB.CRB.& GUT.(6" BARRIER) | 609(B) 1525 | LF | 0.000 | 110.000 | 118.400 | $20.00 | $0.00 | $2,368.00 | |
8027 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 0.000 | 440.000 | 447.500 | $70.20 | $0.00 | $31,414.50 | |
8028 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 0.000 | 41.000 | 41.000 | $10.00 | $0.00 | $410.00 | |
8029 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 0.000 | 46.000 | 60.470 | $12.00 | $0.00 | $725.64 | |
8030 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 0.000 | 297.000 | 297.240 | $8.00 | $0.00 | $2,377.92 | |
8031 | SAWING PAVEMENT | 619(C) 0924 | LF | 0.000 | 135.000 | 123.000 | $4.00 | $0.00 | $492.00 | |
8033 | (PL)RE-MOBILIZATION | 641 1400 | EA | 0.000 | 1.000 | 1.000 | $4,500.00 | $0.00 | $4,500.00 | |
8034 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $4,792.13 | $0.00 | $4,792.13 | |
8035 | CLEARING AND GRUBBING | 201 0102 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $3,500.00 | $3,500.00 | $3,500.00 |
8036 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 0.000 | 3,309.000 | 3,308.540 | 3,308.540 | $16.65 | $55,087.19 | $55,087.19 |
8037 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $6,000.00 | $6,000.00 | $6,000.00 |
8038 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 0.000 | 1.000 | 0.000 | $666.00 | $0.00 | $0.00 | |
8039 | TEMPORARY SILT FENCE | 223 2801 | LF | 0.000 | 1,000.000 | 0.000 | $3.15 | $0.00 | $0.00 | |
8040 | SOLID SLAB SODDING | 230(A) 2806 | SY | 0.000 | 9,000.000 | 5,678.000 | 5,678.000 | $2.50 | $14,195.00 | $14,195.00 |
8041 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 0.000 | 2.000 | 0.000 | $1,300.00 | $0.00 | $0.00 | |
8042 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 0.000 | 150.000 | 177.600 | 177.600 | $52.50 | $9,324.00 | $9,324.00 |
8043 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 0.000 | 96.000 | 96.000 | 96.000 | $60.00 | $5,760.00 | $5,760.00 |
8044 | TYPE AA4 CULVERT END TREATMENT | 613(CC) 7191 | EA | 0.000 | 2.000 | 2.000 | 2.000 | $3,000.00 | $6,000.00 | $6,000.00 |
8045 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $26,500.00 | $26,500.00 | $26,500.00 |
8046 | FENCE-STYLE WWF | 624(A) 4281 | LF | 0.000 | 6,600.000 | 0.000 | $4.75 | $0.00 | $0.00 | |
8047 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $600.00 | $600.00 | $600.00 |
8048 | MOBILIZATION | 641 1552 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $8,500.00 | $8,500.00 | $8,500.00 |
8049 | REMOVAL OF EXISTING RIPRAP | 619(B) 6364 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $3,500.00 | $3,500.00 | $3,500.00 |
8050 | CLASS C CONCRETE | 509(D) 0325 | CY | 0.000 | 5.000 | 0.000 | $750.00 | $0.00 | $0.00 | |
8051 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 0.000 | 7.500 | 0.000 | $850.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $138,966.19 | $7,555,866.04 | ||||||||
Fed/State Project Number: NHY-014N(019)SS | Project: 17387(04) | Category: 0200/BRIDGE A | ||||||||
0084 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 2,070.000 | 2,070.000 | 2,070.000 | $12.50 | $0.00 | $25,875.00 | |
0085 | SUBSTRUCTURE EXCAVATION ROCK | 501(C) 1308 | CY | 240.000 | 240.000 | 240.000 | $50.00 | $0.00 | $12,000.00 | |
0086 | GRANULAR BACKFILL | 501(F) 6352 | CY | 290.000 | 290.000 | 290.000 | $37.91 | $0.00 | $10,993.90 | |
0087 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 3,441.000 | 3,441.000 | 3,441.000 | $182.50 | $0.00 | $627,982.50 | |
0088 | APPROACH SLAB | 504(A) 1304 | SY | 452.500 | 452.500 | 452.500 | $157.50 | $0.00 | $71,268.75 | |
0089 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 865.000 | 865.000 | 865.000 | $90.00 | $0.00 | $77,850.00 | |
0090 | STRUCTURAL STEEL | 506(A) 1322 | LB | 4,350.000 | 4,350.000 | 4,350.000 | $4.00 | $0.00 | $17,400.00 | |
0091 | CLASS AA CONCRETE | 509(A) 1326 | CY | 1,192.500 | 1,192.500 | 1,192.500 | $450.00 | $0.00 | $536,625.00 | |
0092 | CLASS A CONCRETE | 509(B) 1328 | CY | 2,579.900 | 2,579.900 | 2,579.900 | $400.00 | $0.00 | $1,031,960.00 | |
0093 | SLOPE WALL (5") | 510(C) 6138 | SY | 1,290.000 | 1,290.000 | 1,290.000 | $80.00 | $0.00 | $103,200.00 | |
0094 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 560,240.000 | 560,240.000 | 560,240.000 | $0.80 | $0.00 | $448,192.00 | |
0095 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 848.000 | 848.000 | 848.000 | $40.00 | $0.00 | $33,920.00 | |
0096 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 848.000 | 848.000 | 815.000 | $15.00 | $0.00 | $12,225.00 | |
0097 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 32.000 | 32.000 | 32.000 | $750.00 | $0.00 | $24,000.00 | |
0098 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 3,625.000 | 3,625.000 | 3,625.000 | $3.00 | $0.00 | $10,875.00 | |
0099 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 680.000 | 680.000 | 680.000 | $3.00 | $0.00 | $2,040.00 | |
0100 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 7.500 | 7.500 | 7.500 | $100.00 | $0.00 | $750.00 | |
0101 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 18.000 | 18.000 | 18.000 | $500.00 | $0.00 | $9,000.00 | |
0102 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 72.000 | 72.000 | 72.000 | $1,000.00 | $0.00 | $72,000.00 | |
0103 | (PL)ELASTOMERIC BEARING PADS | 535 6282 | EA | 72.000 | 72.000 | 72.000 | $425.00 | $0.00 | $30,600.00 | |
0104 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 360.000 | 360.000 | 360.000 | $15.00 | $0.00 | $5,400.00 | |
0105 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 40.000 | 40.000 | 40.000 | $20.00 | $0.00 | $800.00 | |
8010 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 1418 | LF | 0.000 | 200.000 | 152.000 | $18.90 | $0.00 | $2,872.80 | |
8011 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 0.000 | 2.000 | 2.000 | $1,758.75 | $0.00 | $3,517.50 | |
8012 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 0.000 | 2.000 | 2.000 | $2,362.50 | $0.00 | $4,725.00 | |
8017 | DEDUCTION FOR CONCRETE PAVING | 414 5172 | LSUM | 0.000 | 1.000 | 1.000 | $-2,628.80 | $0.00 | $-2,628.80 | |
Subtotals For Category 0200/BRIDGE A | $0.00 | $3,173,443.65 | ||||||||
Fed/State Project Number: NHY-014N(019)SS | Project: 17387(04) | Category: 0201/BRIDGE B | ||||||||
0106 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 310.000 | 310.000 | 310.000 | $3.00 | $0.00 | $930.00 | |
0107 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 100.000 | 100.000 | 100.000 | $25.00 | $0.00 | $2,500.00 | |
0108 | CLASS AA CONCRETE | 509(A) 1326 | CY | 238.500 | 238.500 | 238.500 | $400.00 | $0.00 | $95,400.00 | |
0109 | CLASS C CONCRETE | 509(D) 1331 | CY | 28.200 | 28.200 | 28.200 | $325.00 | $0.00 | $9,165.00 | |
0110 | REINFORCING STEEL | 511(A) 1332 | LB | 37,480.000 | 37,480.000 | 37,480.000 | $0.70 | $0.00 | $26,236.00 | |
0111 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 130.000 | 130.000 | 191.430 | $47.50 | $0.00 | $9,092.93 | |
0112 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 35.000 | 35.000 | 35.740 | $42.50 | $0.00 | $1,518.95 | |
Subtotals For Category 0201/BRIDGE B | $0.00 | $144,842.88 | ||||||||
Fed/State Project Number: NHY-014N(019)SS | Project: 17387(04) | Category: 0310/TRAFFIC SIGNING AND STRIPING | ||||||||
0113 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 4.680 | 8.640 | 8.640 | $415.00 | $0.00 | $3,585.60 | |
0114 | REINFORCING STEEL | 804(B) 2916 | LB | 800.000 | 1,470.000 | 1,470.000 | $1.55 | $0.00 | $2,278.50 | |
0115 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 283.360 | 467.980 | 467.980 | $14.55 | $0.00 | $6,809.11 | |
0116 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 334.000 | 639.500 | 639.500 | $19.75 | $0.00 | $12,630.13 | |
0117 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 73.000 | 103.000 | 103.000 | $25.00 | $0.00 | $2,575.00 | |
0118 | 6"@20 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3208 | LF | 81.000 | 144.500 | 144.500 | $29.00 | $0.00 | $4,190.50 | |
0119 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 30.000 | 30.000 | 32.000 | $21.00 | $0.00 | $672.00 | |
0120 | 1 3/4" SQUARE TUBE POST | 851(C) 8321 | LF | 130.000 | 130.000 | 130.000 | $6.25 | $0.00 | $812.50 | |
0121 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 547.000 | 768.500 | 768.500 | $7.30 | $0.00 | $5,610.05 | |
0122 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 46,803.000 | 65,449.000 | 65,449.000 | $0.68 | $0.00 | $44,505.32 | |
0123 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 19.000 | 19.000 | 24.000 | $90.00 | $0.00 | $2,160.00 | |
0124 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 9.000 | 9.000 | 12.000 | $115.00 | $0.00 | $1,380.00 | |
0125 | (PL)IMPACT ATTENUATOR | 871 8325 | EA | 4.000 | 4.000 | 4.000 | $20,000.00 | $0.00 | $80,000.00 | |
0126 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8722 | LSUM | 1.000 | 1.000 | 1.000 | $1,100.00 | $0.00 | $1,100.00 | |
8009 | (PL)REMOVAL OF OVERHEAD SIGN STRUCTURE | 890(A) 8716 | EA | 0.000 | 1.000 | 1.000 | $2,500.00 | $0.00 | $2,500.00 | |
8020 | (PL)RE-MOBILIZATION | 641 1400 | EA | 0.000 | 1.000 | 1.000 | $945.00 | $0.00 | $945.00 | |
Subtotals For Category 0310/TRAFFIC SIGNING AND STRIPING | $0.00 | $171,753.71 | ||||||||
Fed/State Project Number: NHY-014N(019)SS | Project: 17387(04) | Category: 0320/TRAFFIC LIGHTING | ||||||||
0127 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 81.000 | 81.000 | 81.000 | $675.00 | $0.00 | $54,675.00 | |
0128 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 105.000 | 105.000 | 105.000 | $52.00 | $0.00 | $5,460.00 | |
0129 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 200.000 | 200.000 | 297.500 | $13.55 | $0.00 | $4,031.13 | |
0130 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 2,100.000 | 2,100.000 | 1,858.500 | $5.20 | $0.00 | $9,664.20 | |
0131 | JUNCTION BOX(6" X 6" X 4") | 802(D) 8370 | EA | 1.000 | 1.000 | 1.000 | $390.00 | $0.00 | $390.00 | |
0132 | PULL BOX(SIZE I) | 803 8065 | EA | 10.000 | 10.000 | 9.000 | $325.00 | $0.00 | $2,925.00 | |
0133 | UNDERPASS LUMINIARE | 809(B) 8098 | EA | 8.000 | 8.000 | 8.000 | $800.00 | $0.00 | $6,400.00 | |
0134 | HIGH MAST LUMINAIRE | 809(E) 8103 | EA | 19.000 | 19.000 | 19.000 | $950.00 | $0.00 | $18,050.00 | |
0135 | SERVICE POLE | 810(A) 3118 | EA | 2.000 | 2.000 | 2.000 | $3,250.00 | $0.00 | $6,500.00 | |
0136 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 2,545.000 | 2,545.000 | 0.000 | 4,398.000 | $3.25 | $0.00 | $14,293.50 |
0137 | 110' HIGH MAST POLE(G.STL.) | 812 8056 | EA | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
0138 | 120' HIGH MAST POLE(G.STL.) | 812 8060 | EA | 4.000 | 4.000 | 4.000 | $11,500.00 | $0.00 | $46,000.00 | |
0139 | HIGH MAST LOWERING DEVICE TYPE I | 813 8074 | EA | 5.000 | 5.000 | 5.000 | $7,000.00 | $0.00 | $35,000.00 | |
8013 | (SP)TEMPORARY ROADWAY LIGHTING ASSEMBLY | 880(M) 8340 | LMDY | 0.000 | 1,222.000 | 30.000 | 1,132.000 | $27.00 | $810.00 | $30,564.00 |
8021 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $9,790.20 | $0.00 | $9,790.20 | |
Subtotals For Category 0320/TRAFFIC LIGHTING | $810.00 | $253,743.03 | ||||||||
Fed/State Project Number: NHY-014N(019)SS | Project: 17387(04) | Category: 0330/TRAFFIC OPERATIONS | ||||||||
0140 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 2,050.000 | 2,050.000 | 80.000 | $3.50 | $0.00 | $280.00 | |
0141 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 970.000 | 970.000 | 740.000 | $10.00 | $0.00 | $7,400.00 | |
0142 | (PL)TRAFFIC SIGNAL SPAN WIRE EQUIPMENT | 823 8482 | LSUM | 1.000 | 1.000 | 1.000 | $22,500.00 | $0.00 | $22,500.00 | |
0143 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 66,920.000 | 66,920.000 | 52,651.000 | $0.12 | $0.00 | $6,318.12 | |
0144 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 5,000.000 | 5,000.000 | 100.000 | $0.52 | $0.00 | $52.00 | |
0145 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 30,000.000 | 30,000.000 | 6,776.000 | $0.10 | $0.00 | $677.60 | |
0146 | (PL)SAND FILLED IMPACT ATTENUATION SYSTEM | 870(A) 8490 | SD | 580.000 | 580.000 | 436.000 | $5.20 | $0.00 | $2,267.20 | |
0147 | (PL)CONST.ZONE IMPACT ATTEN. | 871 8705 | SD | 30.000 | 30.000 | 0.000 | $26.00 | $0.00 | $0.00 | |
0148 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 30.000 | 30.000 | 0.000 | $78.00 | $0.00 | $0.00 | |
0149 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 30.000 | 30.000 | 6.000 | $26.00 | $0.00 | $156.00 | |
0150 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 14,290.000 | 14,290.000 | 24,467.000 | $0.22 | $0.00 | $5,382.74 | |
0151 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 7,860.000 | 7,860.000 | 17,358.000 | $0.43 | $0.00 | $7,463.94 | |
0152 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 11,850.000 | 33,049.000 | 33,097.000 | $1.05 | $0.00 | $34,751.85 | |
0153 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 5,190.000 | 5,190.000 | 12,346.000 | $0.68 | $0.00 | $8,395.28 | |
0154 | WING BARRICADES | 880(C) 8848 | SD | 4,200.000 | 4,200.000 | 3,870.000 | $0.27 | $0.00 | $1,044.90 | |
0155 | VERTICAL PANELS | 880(D) 8854 | SD | 24,565.000 | 24,565.000 | 23,823.000 | $0.11 | $0.00 | $2,620.53 | |
0156 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 17,865.000 | 17,865.000 | 44,094.000 | $0.22 | $0.00 | $9,700.68 | |
0157 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 53,215.000 | 53,215.000 | 91,027.000 | $0.02 | $0.00 | $1,820.54 | |
0158 | DRUMS | 880(F) 8878 | SD | 28,650.000 | 28,650.000 | 74,362.000 | $0.21 | $0.00 | $15,616.02 | |
0159 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 200.000 | 200.000 | 61.000 | $55.00 | $0.00 | $3,355.00 | |
0160 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 1,340.000 | 1,340.000 | 706.000 | $13.00 | $0.00 | $9,178.00 | |
8032 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 0.000 | 1.000 | 1.000 | $1,000.00 | $0.00 | $1,000.00 | |
Subtotals For Category 0330/TRAFFIC OPERATIONS | $0.00 | $139,980.40 | ||||||||
Fed/State Project Number: NHY-014N(019)SS | Project: 17387(04) | Category: 0600/STAKING | ||||||||
0161 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $130,000.00 | $0.00 | $130,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $130,000.00 | ||||||||
Fed/State Project Number: NHY-014N(019)SS | Project: 17387(04) | Category: 0640/CONSTRUCTION | ||||||||
0162 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0163 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $32,500.00 | $0.00 | $32,500.00 | |
0164 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $345,000.00 | $0.00 | $345,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $382,500.00 | ||||||||
Subtotals For Project NHY-014N(019)SS /17387(04) | $139,776.19 | $11,952,129.71 |