| Contract ID: | 210149 | Estimate Number: | 0045 | Contract No: | M70859 | |||
| Residency: | STILLWATER (04500) | Estimate Type: | Progressive | Account No: | 400400 | |||
| Project Number(s): | NHPP-260N(055)PM, NHPP-260N(054)PM | ||||||||||||
| Primary Job Piece No: | 28983(04) | ||||||||||||
| Contract Description: | GRADE, DRAIN, SURFACE, AND INTERSECTION MODIFICATION SH-33: FROM THE SH-18 (LITTLE AVENUE) INTERSECTION, EXTEND EAST IN CUSHING. PROJECT LENGTH = 2.135 MILES | ||||||||||||
| Primary County: | PAYNE | ||||||||||||
| Name of Road: | SH-33 | ||||||||||||
| Prime Contractor: | ALLEN CONTRACTING, INC./SHELL CONSTRUCTION CO., INC. (JV) | ||||||||||||
| 516 W. CALIFORNIA AVE. | |||||||||||||
| OKLAHOMA CITY , OK 73102 | |||||||||||||
| Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
| Date Let: | 08/19/2021 | NTP Effective Date: | 01/03/2022 | Pay Period: | 01/01/2024 TO 01/15/2024 |
| Date Awarded: | 09/07/2021 | Date Work Began: | 01/03/2022 | Original Contract Time: | 480 |
| Date Contract Executed: | 09/21/2021 | Date Time Stopped: | Current Time Charged: | 639.00 | |
| Date NTP Issued: | 09/22/2021 | Completion Date: | Current Time Allowed: | 707.00 | |
| General Liability Expires: | 09/01/2024 | Workman's Comp Expires: | 09/01/2024 | Percent Time Used: | 90.38 % |
| Specification Year: | 2009 | Date Approved: | 01/17/2024 | ||
| Bid Amount: | $18,970,931.64 | Total to Date | Prev to Date | This Estimate | |||
| Funds Available (Bid + Positive C/O): | $20,793,666.40 | Participating: | $17,630,595.29 | $17,632,577.15 | $-1,981.86 | ||
| Percent Complete: | 98.39 % | Non Participating: | $2,829,269.06 | $2,638,929.30 | $190,339.76 | ||
| Unearned Balance: | $333,802.05 | Total Earnings: | $20,459,864.35 | $20,271,506.45 | $188,357.90 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $20,459,864.35 | $20,271,506.45 | $188,357.90 | ||||
| Other Adjustments: | $0.00 | $0.00 | $0.00 | ||||
| Liq Dam/Disincentive: | $0.00 | $-34,000.00 | $34,000.00 | ||||
| TOTAL: | $20,459,864.35 | $20,237,506.45 | $222,357.90 | ||||
| Contract ID: | 210149 | Estimate Number: | 0045 | Primary JP: | 28983(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Harmony Storm Sewer & Water/Sewer Changes | Approved | 10/04/2022 | 20.0 | $382,955.88 |
| 002 | 8" Bore, RCB Work, Utility Conflicts | Approved | 06/05/2023 | 0.0 | $444,063.14 |
| 003 | Delay Claim | Approved | 03/07/2023 | 117.0 | $632,117.12 |
| 004 | City of Cushing - Additional Waterline Work | Approved | 05/01/2023 | 0.0 | $304,056.46 |
| 005 | Water and Sewer Items | Approved | 01/08/2024 | 90.0 | $59,542.16 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 28956(04) | 0110 | 15 oz Separator Fabric | Stockpiled Material Adjustment | 0014 | $-8,479.45 |
| 28956(04) | 0110 | 15 oz Separator Fabric | Stockpiled Material Adjustment | 0012 | $-20,918.49 |
| 28956(04) | 0110 | 15 oz Separator Fabric | Stockpiled Material Adjustment | 0007 | $-14,197.87 |
| 28956(04) | 0110 | 15 oz Separator Fabric | Stockpiled Material Adjustment | 0020 | $-9,404.19 |
| 28956(04) | 0110 | 15 oz Separator Fabric | Stockpiled Material Initial Payment | 0004 | $53,000.00 |
| 28956(04) | 0120 | Separator Fabric | Stockpiled Material Adjustment | 0021 | $-467.30 |
| 28956(04) | 0120 | Separator Fabric | Stockpiled Material Adjustment | 0019 | $-2,966.06 |
| 28956(04) | 0120 | Separator Fabric | Stockpiled Material Adjustment | 0017 | $-630.45 |
| 28956(04) | 0120 | Separator Fabric | Stockpiled Material Adjustment | 0016 | $-792.03 |
| 28956(04) | 0120 | Separator Fabric | Stockpiled Material Adjustment | 0015 | $-1,475.68 |
| 28956(04) | 0120 | Separator Fabric | Stockpiled Material Closure | 0044 | $-2,424.25 |
| 28956(04) | 0120 | Separator Fabric | Stockpiled Material Adjustment | 0014 | $-1,811.20 |
| 28956(04) | 0120 | Separator Fabric | Stockpiled Material Initial Payment | 0004 | $23,030.00 |
| 28956(04) | 0120 | Separator Fabric | Stockpiled Material Adjustment | 0008 | $-2,274.41 |
| 28956(04) | 0120 | Separator Fabric | Stockpiled Material Adjustment | 0022 | $-2,054.10 |
| 28956(04) | 0120 | Separator Fabric | Stockpiled Material Adjustment | 0007 | $-2,615.28 |
| 28956(04) | 0120 | Separator Fabric | Stockpiled Material Adjustment | 0013 | $-1,583.48 |
| 28956(04) | 0120 | Separator Fabric | Stockpiled Material Adjustment | 0012 | $-3,935.76 |
| 28956(04) | 0130 | Dowel Bars | Stockpiled Material Adjustment | 0010 | $-52.81 |
| 28956(04) | 0130 | Dowel Bars | Stockpiled Material Adjustment | 0009 | $-3,683.74 |
| 28956(04) | 0130 | Dowel Bars | Stockpiled Material Initial Payment | 0004 | $13,469.75 |
| 28956(04) | 0130 | Dowel Bars | Stockpiled Material Adjustment | 0014 | $-2,921.71 |
| 28956(04) | 0130 | Dowel Bars | Stockpiled Material Adjustment | 0022 | $-1,369.47 |
| 28956(04) | 0130 | Dowel Bars | Stockpiled Material Adjustment | 0021 | $-802.98 |
| 28956(04) | 0130 | Dowel Bars | Stockpiled Material Adjustment | 0017 | $-933.45 |
| 28956(04) | 0130 | Dowel Bars | Stockpiled Material Adjustment | 0016 | $-1,169.88 |
| 28956(04) | 0130 | Dowel Bars | Stockpiled Material Adjustment | 0015 | $-2,535.71 |
| 28956(04) | 0130 | Paving Baskets | Stockpiled Material Adjustment | 0016 | $-3,350.89 |
| 28956(04) | 0130 | Paving Baskets | Stockpiled Material Adjustment | 0010 | $-151.27 |
| 28956(04) | 0130 | Paving Baskets | Stockpiled Material Adjustment | 0021 | $-2,299.97 |
| 28956(04) | 0130 | Paving Baskets | Stockpiled Material Adjustment | 0022 | $-3,923.83 |
| 28956(04) | 0130 | Paving Baskets | Stockpiled Material Initial Payment | 0007 | $38,582.61 |
| 28956(04) | 0130 | Paving Baskets | Stockpiled Material Adjustment | 0017 | $-2,673.67 |
| 28956(04) | 0130 | Paving Baskets | Stockpiled Material Adjustment | 0009 | $-10,551.31 |
| 28956(04) | 0130 | Paving Baskets | Stockpiled Material Adjustment | 0015 | $-7,263.02 |
| 28956(04) | 0130 | Paving Baskets | Stockpiled Material Adjustment | 0014 | $-8,368.65 |
| 28956(04) | 0230 | Manhole Hardware | Stockpiled Material Initial Payment | 0009 | $487.54 |
| 28956(04) | 0230 | Manhole Hardware | Stockpiled Material Adjustment | 0018 | $-217.11 |
| 28956(04) | 0230 | Manhole Hardware | Stockpiled Material Adjustment | 0012 | $-270.43 |
| 28956(04) | 0240 | Manhole Hardware | Stockpiled Material Closure | 0041 | $-200.07 |
| 28956(04) | 0240 | Manhole Hardware | Stockpiled Material Initial Payment | 0009 | $243.77 |
| 28956(04) | 0240 | Manhole Hardware | Stockpiled Material Adjustment | 0018 | $-43.70 |
| 28956(04) | 0250 | Manhole Hardware | Stockpiled Material Closure | 0041 | $-250.84 |
| 28956(04) | 0250 | Manhole Hardware | Stockpiled Material Initial Payment | 0009 | $731.31 |
| 28956(04) | 0250 | Manhole Hardware | Stockpiled Material Adjustment | 0012 | $-480.47 |
| 28956(04) | 0260 | Manhole Hardware | Stockpiled Material Adjustment | 0012 | $-243.77 |
| 28956(04) | 0260 | Manhole Hardware | Stockpiled Material Initial Payment | 0009 | $243.77 |
| 28956(04) | 0320 | Inlet Hardware | Stockpiled Material Closure | 0041 | $-693.77 |
| 28956(04) | 0320 | Inlet Hardware | Stockpiled Material Initial Payment | 0009 | $1,556.32 |
| 28956(04) | 0320 | Inlet Hardware | Stockpiled Material Adjustment | 0018 | $-862.55 |
| 28956(04) | 0330 | Inlet Hardware | Stockpiled Material Closure | 0041 | $-2,069.90 |
| 28956(04) | 0330 | Inlet Hardware | Stockpiled Material Initial Payment | 0009 | $10,011.50 |
| 28956(04) | 0330 | Inlet Hardware | Stockpiled Material Adjustment | 0012 | $-3,176.64 |
| 28956(04) | 0330 | Inlet Hardware | Stockpiled Material Adjustment | 0018 | $-4,764.96 |
| 28956(04) | 0350 | Inlet Hardware | Stockpiled Material Closure | 0041 | $-2,372.77 |
| 28956(04) | 0350 | Inlet Hardware | Stockpiled Material Initial Payment | 0009 | $5,320.44 |
| 28956(04) | 0350 | Inlet Hardware | Stockpiled Material Adjustment | 0018 | $-2,947.67 |
| 28956(04) | 0360 | Inlet Hardware | Stockpiled Material Initial Payment | 0009 | $1,344.38 |
| 28956(04) | 0360 | Inlet Hardware | Stockpiled Material Adjustment | 0018 | $-1,344.38 |
| 28956(04) | 0370 | Inlet Hardware | Stockpiled Material Initial Payment | 0009 | $5,320.44 |
| 28956(04) | 0370 | Inlet Hardware | Stockpiled Material Adjustment | 0012 | $-5,320.44 |
| 28983(04) | 1320 | 15 oz Separator Fabric | Stockpiled Material Adjustment | 0017 | $-13,616.49 |
| 28983(04) | 1320 | 15 oz Separator Fabric | Stockpiled Material Adjustment | 0029 | $-9,459.88 |
| 28983(04) | 1320 | 15 oz Separator Fabric | Stockpiled Material Adjustment | 0016 | $-17,146.14 |
| 28983(04) | 1320 | 15 oz Separator Fabric | Stockpiled Material Adjustment | 0023 | $-15,257.02 |
| 28983(04) | 1320 | 15 oz Separator Fabric | Stockpiled Material Adjustment | 0031 | $-1,995.92 |
| 28983(04) | 1320 | 15 oz Separator Fabric | Stockpiled Material Adjustment | 0014 | $-8,890.08 |
| 28983(04) | 1320 | 15 oz Separator Fabric | Stockpiled Material Adjustment | 0020 | $-4,371.71 |
| 28983(04) | 1320 | 15 oz Separator Fabric | Stockpiled Material Adjustment | 0012 | $-8,362.85 |
| 28983(04) | 1320 | 15 oz Separator Fabric | Stockpiled Material Adjustment | 0018 | $-1,975.48 |
| 28983(04) | 1320 | 15 oz Separator Fabric | Stockpiled Material Adjustment | 0008 | $-12,397.67 |
| 28983(04) | 1320 | 15 oz Separator Fabric | Stockpiled Material Adjustment | 0024 | $-6,010.42 |
| 28983(04) | 1320 | 15 oz Separator Fabric | Stockpiled Material Initial Payment | 0004 | $105,500.00 |
| 28983(04) | 1320 | 15 oz Separator Fabric | Stockpiled Material Adjustment | 0030 | $-1,523.24 |
| 28983(04) | 1320 | 15 oz Separator Fabric | Stockpiled Material Adjustment | 0026 | $-4,493.10 |
| 28983(04) | 1340 | Geotextile Reinforcement | Stockpiled Material Adjustment | 0014 | $-2,827.73 |
| 28983(04) | 1340 | Geotextile Reinforcement | Stockpiled Material Adjustment | 0015 | $-7,564.14 |
| 28983(04) | 1340 | Geotextile Reinforcement | Stockpiled Material Adjustment | 0016 | $-13,482.19 |
| 28983(04) | 1340 | Geotextile Reinforcement | Stockpiled Material Adjustment | 0012 | $-8,304.00 |
| 28983(04) | 1340 | Geotextile Reinforcement | Stockpiled Material Adjustment | 0008 | $-8,005.41 |
| 28983(04) | 1340 | Geotextile Reinforcement | Stockpiled Material Initial Payment | 0004 | $76,440.00 |
| 28983(04) | 1340 | Geotextile Reinforcement | Stockpiled Material Adjustment | 0029 | $-1,726.55 |
| 28983(04) | 1340 | Geotextile Reinforcement | Stockpiled Material Adjustment | 0028 | $-4,406.37 |
| 28983(04) | 1340 | Geotextile Reinforcement | Stockpiled Material Adjustment | 0026 | $-1,822.52 |
| 28983(04) | 1340 | Geotextile Reinforcement | Stockpiled Material Adjustment | 0025 | $-2,938.22 |
| 28983(04) | 1340 | Geotextile Reinforcement | Stockpiled Material Adjustment | 0023 | $-4,343.28 |
| 28983(04) | 1340 | Geotextile Reinforcement | Stockpiled Material Adjustment | 0022 | $-6,488.34 |
| 28983(04) | 1340 | Geotextile Reinforcement | Stockpiled Material Adjustment | 0020 | $-3,571.02 |
| 28983(04) | 1340 | Geotextile Reinforcement | Stockpiled Material Adjustment | 0019 | $-2,828.36 |
| 28983(04) | 1340 | Geotextile Reinforcement | Stockpiled Material Adjustment | 0035 | $-3,491.72 |
| 28983(04) | 1340 | Geotextile Reinforcement | Stockpiled Material Adjustment | 0032 | $-1,584.06 |
| 28983(04) | 1340 | Geotextile Reinforcement | Stockpiled Material Adjustment | 0017 | $-1,306.09 |
| 28983(04) | 1340 | Geotextile Reinforcement | Stockpiled Material Adjustment | 0031 | $-1,750.00 |
| 28983(04) | 1410 | Dowel Bars | Stockpiled Material Adjustment | 0016 | $-375.65 |
| 28983(04) | 1410 | Dowel Bars | Stockpiled Material Adjustment | 0018 | $-1,099.58 |
| 28983(04) | 1410 | Dowel Bars | Stockpiled Material Adjustment | 0015 | $-309.05 |
| 28983(04) | 1410 | Dowel Bars | Stockpiled Material Adjustment | 0034 | $-49.62 |
| 28983(04) | 1410 | Dowel Bars | Stockpiled Material Adjustment | 0012 | $-2,641.59 |
| 28983(04) | 1410 | Dowel Bars | Stockpiled Material Adjustment | 0022 | $-348.64 |
| 28983(04) | 1410 | Dowel Bars | Stockpiled Material Adjustment | 0011 | $-6.13 |
| 28983(04) | 1410 | Dowel Bars | Stockpiled Material Adjustment | 0017 | $-2,409.16 |
| 28983(04) | 1410 | Dowel Bars | Stockpiled Material Adjustment | 0010 | $-517.57 |
| 28983(04) | 1410 | Dowel Bars | Stockpiled Material Adjustment | 0021 | $-274.09 |
| 28983(04) | 1410 | Dowel Bars | Stockpiled Material Initial Payment | 0004 | $20,715.25 |
| 28983(04) | 1410 | Dowel Bars | Stockpiled Material Adjustment | 0031 | $-57.45 |
| 28983(04) | 1410 | Dowel Bars | Stockpiled Material Adjustment | 0030 | $-1,261.30 |
| 28983(04) | 1410 | Dowel Bars | Stockpiled Material Adjustment | 0020 | $-1,839.66 |
| 28983(04) | 1410 | Dowel Bars | Stockpiled Material Adjustment | 0029 | $-963.95 |
| 28983(04) | 1410 | Dowel Bars | Stockpiled Material Adjustment | 0036 | $-308.78 |
| 28983(04) | 1410 | Dowel Bars | Stockpiled Material Adjustment | 0027 | $-48.11 |
| 28983(04) | 1410 | Dowel Bars | Stockpiled Material Adjustment | 0019 | $-2,318.64 |
| 28983(04) | 1410 | Dowel Bars | Stockpiled Material Adjustment | 0026 | $-1,118.50 |
| 28983(04) | 1410 | Dowel Bars | Stockpiled Material Adjustment | 0032 | $-1,367.43 |
| 28983(04) | 1410 | Dowel Bars | Stockpiled Material Adjustment | 0025 | $-1,471.68 |
| 28983(04) | 1410 | Dowel Bars | Stockpiled Material Adjustment | 0023 | $-1,928.67 |
| 28983(04) | 1410 | Paving Baskets | Stockpiled Material Adjustment | 0015 | $-3,610.25 |
| 28983(04) | 1410 | Paving Baskets | Stockpiled Material Adjustment | 0012 | $-30,858.26 |
| 28983(04) | 1410 | Paving Baskets | Stockpiled Material Adjustment | 0011 | $-71.61 |
| 28983(04) | 1410 | Paving Baskets | Stockpiled Material Adjustment | 0010 | $-6,046.10 |
| 28983(04) | 1410 | Paving Baskets | Stockpiled Material Initial Payment | 0007 | $242,018.20 |
| 28983(04) | 1410 | Paving Baskets | Stockpiled Material Adjustment | 0030 | $-14,734.18 |
| 28983(04) | 1410 | Paving Baskets | Stockpiled Material Adjustment | 0029 | $-11,260.55 |
| 28983(04) | 1410 | Paving Baskets | Stockpiled Material Adjustment | 0027 | $-562.06 |
| 28983(04) | 1410 | Paving Baskets | Stockpiled Material Adjustment | 0026 | $-13,066.00 |
| 28983(04) | 1410 | Paving Baskets | Stockpiled Material Adjustment | 0025 | $-17,191.68 |
| 28983(04) | 1410 | Paving Baskets | Stockpiled Material Adjustment | 0023 | $-22,530.18 |
| 28983(04) | 1410 | Paving Baskets | Stockpiled Material Adjustment | 0022 | $-4,072.71 |
| 28983(04) | 1410 | Paving Baskets | Stockpiled Material Adjustment | 0021 | $-3,201.79 |
| 28983(04) | 1410 | Paving Baskets | Stockpiled Material Adjustment | 0020 | $-21,490.35 |
| 28983(04) | 1410 | Paving Baskets | Stockpiled Material Adjustment | 0019 | $-27,085.70 |
| 28983(04) | 1410 | Paving Baskets | Stockpiled Material Adjustment | 0018 | $-12,844.98 |
| 28983(04) | 1410 | Paving Baskets | Stockpiled Material Adjustment | 0017 | $-28,143.10 |
| 28983(04) | 1410 | Paving Baskets | Stockpiled Material Adjustment | 0036 | $-3,635.80 |
| 28983(04) | 1410 | Paving Baskets | Stockpiled Material Adjustment | 0034 | $-579.68 |
| 28983(04) | 1410 | Paving Baskets | Stockpiled Material Adjustment | 0032 | $-15,973.92 |
| 28983(04) | 1410 | Paving Baskets | Stockpiled Material Adjustment | 0016 | $-4,388.23 |
| 28983(04) | 1410 | Paving Baskets | Stockpiled Material Adjustment | 0031 | $-671.07 |
| 28983(04) | 1550 | Manhole Hardware | Stockpiled Material Closure | 0041 | $-329.72 |
| 28983(04) | 1550 | Manhole Hardware | Stockpiled Material Adjustment | 0011 | $-401.59 |
| 28983(04) | 1550 | Manhole Hardware | Stockpiled Material Initial Payment | 0009 | $731.31 |
| 28983(04) | 1560 | Manhole Hardware | Stockpiled Material Initial Payment | 0009 | $487.54 |
| 28983(04) | 1560 | Manhole Hardware | Stockpiled Material Adjustment | 0012 | $-487.54 |
| 28983(04) | 1570 | Manhole Hardware | Stockpiled Material Initial Payment | 0009 | $243.77 |
| 28983(04) | 1570 | Manhole Hardware | Stockpiled Material Adjustment | 0029 | $-243.77 |
| 28983(04) | 1580 | Manhole Hardware | Stockpiled Material Closure | 0041 | $-243.77 |
| 28983(04) | 1580 | Manhole Hardware | Stockpiled Material Initial Payment | 0009 | $243.77 |
| 28983(04) | 1590 | Manhole Hardware | Stockpiled Material Initial Payment | 0009 | $243.77 |
| 28983(04) | 1590 | Manhole Hardware | Stockpiled Material Closure | 0041 | $-243.77 |
| 28983(04) | 1630 | Inlet Hardware | Stockpiled Material Adjustment | 0028 | $-1,264.95 |
| 28983(04) | 1630 | Inlet Hardware | Stockpiled Material Adjustment | 0032 | $-632.48 |
| 28983(04) | 1630 | Inlet Hardware | Stockpiled Material Adjustment | 0029 | $-1,264.95 |
| 28983(04) | 1630 | Inlet Hardware | Stockpiled Material Adjustment | 0036 | $-632.48 |
| 28983(04) | 1630 | Inlet Hardware | Stockpiled Material Closure | 0041 | $-1,773.47 |
| 28983(04) | 1630 | Inlet Hardware | Stockpiled Material Adjustment | 0015 | $-1,264.95 |
| 28983(04) | 1630 | Inlet Hardware | Stockpiled Material Initial Payment | 0009 | $6,833.28 |
| 28983(04) | 1640 | Inlet Hardware | Stockpiled Material Adjustment | 0018 | $-1,437.69 |
| 28983(04) | 1640 | Inlet Hardware | Stockpiled Material Closure | 0041 | $-593.15 |
| 28983(04) | 1640 | Inlet Hardware | Stockpiled Material Adjustment | 0035 | $-1,437.69 |
| 28983(04) | 1640 | Inlet Hardware | Stockpiled Material Adjustment | 0032 | $-2,875.38 |
| 28983(04) | 1640 | Inlet Hardware | Stockpiled Material Adjustment | 0011 | $-1,437.69 |
| 28983(04) | 1640 | Inlet Hardware | Stockpiled Material Initial Payment | 0009 | $7,781.60 |
| 28983(04) | 1650 | Inlet Hardware | Stockpiled Material Initial Payment | 0009 | $1,344.38 |
| 28983(04) | 1650 | Inlet Hardware | Stockpiled Material Closure | 0041 | $-1,344.38 |
| 28983(04) | 1660 | Inlet Hardware | Stockpiled Material Initial Payment | 0009 | $2,002.30 |
| 28983(04) | 1660 | Inlet Hardware | Stockpiled Material Adjustment | 0028 | $-2,002.30 |
| 28983(04) | 1670 | Inlet Hardware | Stockpiled Material Closure | 0041 | $-572.61 |
| 28983(04) | 1670 | Inlet Hardware | Stockpiled Material Initial Payment | 0009 | $3,426.51 |
| 28983(04) | 1670 | Inlet Hardware | Stockpiled Material Adjustment | 0019 | $-1,902.60 |
| 28983(04) | 1670 | Inlet Hardware | Stockpiled Material Adjustment | 0020 | $-951.30 |
| 28983(04) | 1680 | Inlet Hardware | Stockpiled Material Initial Payment | 0009 | $1,485.40 |
| 28983(04) | 1680 | Inlet Hardware | Stockpiled Material Adjustment | 0029 | $-1,485.40 |
| 28983(04) | 1690 | Inlet Hardware | Stockpiled Material Initial Payment | 0009 | $2,801.25 |
| 28983(04) | 1690 | Inlet Hardware | Stockpiled Material Adjustment | 0019 | $-2,801.25 |
| 28983(04) | 1700 | Inlet Hardware | Stockpiled Material Closure | 0041 | $-892.63 |
| 28983(04) | 1700 | Inlet Hardware | Stockpiled Material Adjustment | 0018 | $-1,266.94 |
| 28983(04) | 1700 | Inlet Hardware | Stockpiled Material Adjustment | 0019 | $-1,266.94 |
| 28983(04) | 1700 | Inlet Hardware | Stockpiled Material Initial Payment | 0009 | $3,426.51 |
| 28983(04) | 1710 | Inlet Hardware | Stockpiled Material Adjustment | 0018 | $-1,633.71 |
| 28983(04) | 1710 | Inlet Hardware | Stockpiled Material Initial Payment | 0009 | $2,942.26 |
| 28983(04) | 1710 | Inlet Hardware | Stockpiled Material Adjustment | 0022 | $-1,308.55 |
| 28983(04) | 1720 | Inlet Hardware | Stockpiled Material Initial Payment | 0009 | $4,081.14 |
| 28983(04) | 1720 | Inlet Hardware | Stockpiled Material Adjustment | 0012 | $-2,266.29 |
| 28983(04) | 1720 | Inlet Hardware | Stockpiled Material Adjustment | 0021 | $-1,814.85 |
| 28983(04) | 1730 | Inlet Hardware | Stockpiled Material Closure | 0041 | $-569.44 |
| 28983(04) | 1730 | Inlet Hardware | Stockpiled Material Initial Payment | 0009 | $569.44 |
| 28983(04) | 1810 | Junction Box Hardware | Stockpiled Material Closure | 0041 | $-243.77 |
| 28983(04) | 1810 | Junction Box Hardware | Stockpiled Material Initial Payment | 0009 | $243.77 |
| 28983(04) | 1910 | 6" Perf. Underdrain & 6" Plastic Couplers | Stockpiled Material Adjustment | 0020 | $-400.84 |
| 28983(04) | 1910 | 6" Perf. Underdrain & 6" Plastic Couplers | Stockpiled Material Adjustment | 0019 | $-329.70 |
| 28983(04) | 1910 | 6" Perf. Underdrain & 6" Plastic Couplers | Stockpiled Material Adjustment | 0017 | $-142.29 |
| 28983(04) | 1910 | 6" Perf. Underdrain & 6" Plastic Couplers | Stockpiled Material Adjustment | 0035 | $-82.58 |
| 28983(04) | 1910 | 6" Perf. Underdrain & 6" Plastic Couplers | Stockpiled Material Adjustment | 0032 | $-192.72 |
| 28983(04) | 1910 | 6" Perf. Underdrain & 6" Plastic Couplers | Stockpiled Material Adjustment | 0031 | $-212.90 |
| 28983(04) | 1910 | 6" Perf. Underdrain & 6" Plastic Couplers | Stockpiled Material Adjustment | 0016 | $-1,387.81 |
| 28983(04) | 1910 | 6" Perf. Underdrain & 6" Plastic Couplers | Stockpiled Material Adjustment | 0015 | $-920.61 |
| 28983(04) | 1910 | 6" Perf. Underdrain & 6" Plastic Couplers | Stockpiled Material Adjustment | 0014 | $-303.68 |
| 28983(04) | 1910 | 6" Perf. Underdrain & 6" Plastic Couplers | Stockpiled Material Adjustment | 0012 | $-595.69 |
| 28983(04) | 1910 | 6" Perf. Underdrain & 6" Plastic Couplers | Stockpiled Material Adjustment | 0008 | $-1,105.36 |
| 28983(04) | 1910 | 6" Perf. Underdrain & 6" Plastic Couplers | Stockpiled Material Adjustment | 0007 | $-185.82 |
| 28983(04) | 1910 | 6" Perf. Underdrain & 6" Plastic Couplers | Stockpiled Material Initial Payment | 0004 | $8,136.56 |
| 28983(04) | 1910 | 6" Perf. Underdrain & 6" Plastic Couplers | Stockpiled Material Adjustment | 0029 | $-174.67 |
| 28983(04) | 1910 | 6" Perf. Underdrain & 6" Plastic Couplers | Stockpiled Material Adjustment | 0028 | $-536.22 |
| 28983(04) | 1910 | 6" Perf. Underdrain & 6" Plastic Couplers | Stockpiled Material Adjustment | 0026 | $-197.50 |
| 28983(04) | 1910 | 6" Perf. Underdrain & 6" Plastic Couplers | Stockpiled Material Adjustment | 0025 | $-357.84 |
| 28983(04) | 1910 | 6" Perf. Underdrain & 6" Plastic Couplers | Stockpiled Material Adjustment | 0023 | $-386.51 |
| 28983(04) | 1910 | 6" Perf. Underdrain & 6" Plastic Couplers | Stockpiled Material Adjustment | 0022 | $-623.82 |
| 28983(04) | 2820 | 4" PVC Pipe | Stockpiled Material Adjustment | 0040 | $-109.76 |
| 28983(04) | 2820 | 4" PVC Pipe | Stockpiled Material Closure | 0041 | $-346.76 |
| 28983(04) | 2820 | 4" PVC Pipe | Stockpiled Material Initial Payment | 0005 | $1,040.00 |
| 28983(04) | 2820 | 4" PVC Pipe | Stockpiled Material Adjustment | 0030 | $-121.32 |
| 28983(04) | 2820 | 4" PVC Pipe | Stockpiled Material Adjustment | 0014 | $-346.62 |
| 28983(04) | 2820 | 4" PVC Pipe | Stockpiled Material Adjustment | 0018 | $-115.54 |
| 28983(04) | 2830 | 6" PVC Pipe | Stockpiled Material Adjustment | 0010 | $-86.87 |
| 28983(04) | 2830 | 6" PVC Pipe | Stockpiled Material Adjustment | 0016 | $-21,151.87 |
| 28983(04) | 2830 | 6" PVC Pipe | Stockpiled Material Adjustment | 0014 | $-7,644.21 |
| 28983(04) | 2830 | 6" PVC Pipe | Stockpiled Material Adjustment | 0012 | $-2,779.71 |
| 28983(04) | 2830 | 6" PVC Pipe | Stockpiled Material Adjustment | 0013 | $-9,960.63 |
| 28983(04) | 2830 | 6" PVC Pipe | Stockpiled Material Initial Payment | 0005 | $53,644.51 |
| 28983(04) | 2830 | 6" PVC Pipe | Stockpiled Material Adjustment | 0015 | $-4,430.17 |
| 28983(04) | 2830 | 6" PVC Pipe | Stockpiled Material Adjustment | 0007 | $-101.34 |
| 28983(04) | 2830 | 6" PVC Pipe | Stockpiled Material Adjustment | 0017 | $-7,489.71 |
| 28983(04) | 2840 | 8" PVC | Stockpiled Material Initial Payment | 0002 | $51,000.72 |
| 28983(04) | 2840 | 8" PVC | Stockpiled Material Adjustment | 0006 | $-5,246.31 |
| 28983(04) | 2840 | 8" PVC | Stockpiled Material Adjustment | 0007 | $-9,958.28 |
| 28983(04) | 2840 | 8" PVC | Stockpiled Material Adjustment | 0008 | $-6,412.16 |
| 28983(04) | 2840 | 8" PVC | Stockpiled Material Adjustment | 0009 | $-3,400.39 |
| 28983(04) | 2840 | 8" PVC | Stockpiled Material Adjustment | 0010 | $-5,124.87 |
| 28983(04) | 2840 | 8" PVC | Stockpiled Material Adjustment | 0011 | $-5,926.39 |
| 28983(04) | 2840 | 8" PVC | Stockpiled Material Adjustment | 0012 | $-9,253.91 |
| 28983(04) | 2840 | 8" PVC | Stockpiled Material Adjustment | 0013 | $-5,678.41 |
| 28983(04) | 2850 | 10" PVC Pipe | Stockpiled Material Adjustment | 0035 | $-5,732.18 |
| 28983(04) | 2850 | 10" PVC Pipe | Stockpiled Material Adjustment | 0016 | $-2,866.09 |
| 28983(04) | 2850 | 10" PVC Pipe | Stockpiled Material Adjustment | 0018 | $-680.70 |
| 28983(04) | 2850 | 10" PVC Pipe | Stockpiled Material Initial Payment | 0005 | $30,888.94 |
| 28983(04) | 2850 | 10" PVC Pipe | Stockpiled Material Adjustment | 0037 | $-2,801.24 |
| 28983(04) | 2850 | 10" PVC Pipe | Stockpiled Material Adjustment | 0036 | $-16,838.29 |
| 28983(04) | 2850 | 10" PVC Pipe | Stockpiled Material Adjustment | 0012 | $-1,970.44 |
| 28983(04) | 2860 | 2" Gate Valve | Stockpiled Material Adjustment | 0032 | $-869.57 |
| 28983(04) | 2860 | 2" Gate Valve | Stockpiled Material Adjustment | 0027 | $-434.78 |
| 28983(04) | 2860 | 2" Gate Valve | Stockpiled Material Adjustment | 0040 | $-174.85 |
| 28983(04) | 2860 | 2" Gate Valve | Stockpiled Material Adjustment | 0023 | $-434.78 |
| 28983(04) | 2860 | 2" Gate Valve | Stockpiled Material Adjustment | 0030 | $-434.78 |
| 28983(04) | 2860 | 2" Gate Valve | Stockpiled Material Initial Payment | 0005 | $2,348.76 |
| 28983(04) | 2870 | 4" Gate Valve | Stockpiled Material Adjustment | 0030 | $-1,033.60 |
| 28983(04) | 2870 | 4" Gate Valve | Stockpiled Material Adjustment | 0027 | $-2,067.20 |
| 28983(04) | 2870 | 4" Gate Valve | Stockpiled Material Adjustment | 0014 | $-1,033.60 |
| 28983(04) | 2870 | 4" Gate Valve | Stockpiled Material Initial Payment | 0005 | $4,655.20 |
| 28983(04) | 2870 | 4" Gate Valve | Stockpiled Material Closure | 0041 | $-520.80 |
| 28983(04) | 2880 | 6" Gate Valve | Stockpiled Material Initial Payment | 0005 | $28,697.50 |
| 28983(04) | 2880 | 6" Gate Valve | Stockpiled Material Adjustment | 0014 | $-6,131.64 |
| 28983(04) | 2880 | 6" Gate Valve | Stockpiled Material Adjustment | 0013 | $-3,678.98 |
| 28983(04) | 2880 | 6" Gate Valve | Stockpiled Material Adjustment | 0026 | $-1,226.33 |
| 28983(04) | 2880 | 6" Gate Valve | Stockpiled Material Adjustment | 0012 | $-3,678.98 |
| 28983(04) | 2880 | 6" Gate Valve | Stockpiled Material Adjustment | 0010 | $-1,226.33 |
| 28983(04) | 2880 | 6" Gate Valve | Stockpiled Material Adjustment | 0007 | $-1,226.33 |
| 28983(04) | 2880 | 6" Gate Valve | Stockpiled Material Adjustment | 0030 | $-1,718.29 |
| 28983(04) | 2880 | 6" Gate Valve | Stockpiled Material Adjustment | 0015 | $-1,226.33 |
| 28983(04) | 2880 | 6" Gate Valve | Stockpiled Material Adjustment | 0017 | $-2,452.65 |
| 28983(04) | 2880 | 6" Gate Valve | Stockpiled Material Adjustment | 0016 | $-6,131.64 |
| 28983(04) | 2890 | 8" Gate Valve | Stockpiled Material Adjustment | 0014 | $-1,845.38 |
| 28983(04) | 2890 | 8" Gate Valve | Stockpiled Material Adjustment | 0012 | $-1,845.38 |
| 28983(04) | 2890 | 8" Gate Valve | Stockpiled Material Adjustment | 0010 | $-1,845.38 |
| 28983(04) | 2890 | 8" Gate Valve | Stockpiled Material Initial Payment | 0005 | $6,656.92 |
| 28983(04) | 2890 | 8" Gate Valve | Stockpiled Material Adjustment | 0015 | $-1,120.78 |
| 28983(04) | 2900 | 10" Gate Valve | Stockpiled Material Adjustment | 0012 | $-5,031.84 |
| 28983(04) | 2900 | 10" Gate Valve | Stockpiled Material Initial Payment | 0005 | $5,031.84 |
| 28983(04) | 2910 | Fire Hydrants | Stockpiled Material Adjustment | 0014 | $-7,009.65 |
| 28983(04) | 2910 | Fire Hydrants | Stockpiled Material Initial Payment | 0005 | $37,854.36 |
| 28983(04) | 2910 | Fire Hydrants | Stockpiled Material Adjustment | 0010 | $-3,504.82 |
| 28983(04) | 2910 | Fire Hydrants | Stockpiled Material Adjustment | 0013 | $-3,504.82 |
| 28983(04) | 2910 | Fire Hydrants | Stockpiled Material Adjustment | 0016 | $-7,009.65 |
| 28983(04) | 2910 | Fire Hydrants | Stockpiled Material Adjustment | 0012 | $-7,009.65 |
| 28983(04) | 2910 | Fire Hydrants | Stockpiled Material Adjustment | 0017 | $-2,806.13 |
| 28983(04) | 2910 | Fire Hydrants | Stockpiled Material Adjustment | 0007 | $-3,504.82 |
| 28983(04) | 2910 | Fire Hydrants | Stockpiled Material Adjustment | 0015 | $-3,504.82 |
| 28983(04) | 2930 | 4" Solid Sleeve | Stockpiled Material Adjustment | 0040 | $-181.69 |
| 28983(04) | 2930 | 4" Solid Sleeve | Stockpiled Material Adjustment | 0022 | $-226.69 |
| 28983(04) | 2930 | 4" Solid Sleeve | Stockpiled Material Initial Payment | 0005 | $408.38 |
| 28983(04) | 2940 | 6" Solid Sleeve | Stockpiled Material Initial Payment | 0005 | $834.75 |
| 28983(04) | 2940 | 6" Solid Sleeve | Stockpiled Material Adjustment | 0040 | $-216.75 |
| 28983(04) | 2940 | 6" Solid Sleeve | Stockpiled Material Adjustment | 0022 | $-618.00 |
| 28983(04) | 2950 | 10" Solid Sleeve | Stockpiled Material Initial Payment | 0005 | $1,178.62 |
| 28983(04) | 2950 | 10" Solid Sleeve | Stockpiled Material Adjustment | 0040 | $-1,178.62 |
| 28983(04) | 2970 | 10" Fitting | Stockpiled Material Adjustment | 0040 | $-564.55 |
| 28983(04) | 2970 | 10" Fitting | Stockpiled Material Adjustment | 0037 | $-2,258.21 |
| 28983(04) | 2970 | 10" Fitting | Stockpiled Material Adjustment | 0036 | $-564.55 |
| 28983(04) | 2970 | 10" Fitting | Stockpiled Material Initial Payment | 0005 | $8,638.56 |
| 28983(04) | 2970 | 10" Fitting | Stockpiled Material Adjustment | 0012 | $-2,822.76 |
| 28983(04) | 2970 | 10" Fitting | Stockpiled Material Closure | 0044 | $-2,428.49 |
| 28983(04) | 2990 | 6" 22 1/2 Degree Fitting | Stockpiled Material Closure | 0041 | $-1,003.20 |
| 28983(04) | 2990 | 6" 22 1/2 Degree Fitting | Stockpiled Material Initial Payment | 0005 | $1,003.20 |
| 28983(04) | 3000 | 6" 45 Degree Fitting | Stockpiled Material Initial Payment | 0005 | $5,935.38 |
| 28983(04) | 3000 | 6" 45 Degree Fitting | Stockpiled Material Adjustment | 0014 | $-599.39 |
| 28983(04) | 3000 | 6" 45 Degree Fitting | Stockpiled Material Adjustment | 0017 | $-599.39 |
| 28983(04) | 3000 | 6" 45 Degree Fitting | Stockpiled Material Adjustment | 0018 | $-599.39 |
| 28983(04) | 3000 | 6" 45 Degree Fitting | Stockpiled Material Adjustment | 0022 | $-2,996.97 |
| 28983(04) | 3000 | 6" 45 Degree Fitting | Stockpiled Material Adjustment | 0026 | $-599.39 |
| 28983(04) | 3000 | 6" 45 Degree Fitting | Stockpiled Material Adjustment | 0040 | $-540.85 |
| 28983(04) | 3010 | 8" 11 1/4 Degree Fitting | Stockpiled Material Initial Payment | 0005 | $353.37 |
| 28983(04) | 3010 | 8" 11 1/4 Degree Fitting | Stockpiled Material Adjustment | 0010 | $-353.37 |
| 28983(04) | 3020 | 8" 45 Degree Fitting | Stockpiled Material Adjustment | 0006 | $-1,012.75 |
| 28983(04) | 3020 | 8" 45 Degree Fitting | Stockpiled Material Adjustment | 0022 | $-1,350.33 |
| 28983(04) | 3020 | 8" 45 Degree Fitting | Stockpiled Material Adjustment | 0040 | $-3,375.82 |
| 28983(04) | 3020 | 8" 45 Degree Fitting | Stockpiled Material Closure | 0041 | $-608.00 |
| 28983(04) | 3020 | 8" 45 Degree Fitting | Stockpiled Material Initial Payment | 0005 | $6,684.48 |
| 28983(04) | 3020 | 8" 45 Degree Fitting | Stockpiled Material Adjustment | 0010 | $-337.58 |
| 28983(04) | 3030 | 2" HDPE Pipe | Stockpiled Material Initial Payment | 0005 | $15,861.53 |
| 28983(04) | 3030 | 2" HDPE Pipe | Stockpiled Material Closure | 0041 | $-15,861.53 |
| 28983(04) | 3050 | 6" x 2" Reducer | Stockpiled Material Initial Payment | 0005 | $524.76 |
| 28983(04) | 3050 | 6" x 2" Reducer | Stockpiled Material Adjustment | 0030 | $-524.76 |
| 28983(04) | 3060 | 8" x 6" Reducer | Stockpiled Material Adjustment | 0016 | $-280.40 |
| 28983(04) | 3060 | 8" x 6" Reducer | Stockpiled Material Initial Payment | 0005 | $630.56 |
| 28983(04) | 3060 | 8" x 6" Reducer | Stockpiled Material Adjustment | 0015 | $-350.16 |
| 28983(04) | 3070 | 4" x 4" Tee | Stockpiled Material Closure | 0041 | $-268.59 |
| 28983(04) | 3070 | 4" x 4" Tee | Stockpiled Material Adjustment | 0030 | $-332.35 |
| 28983(04) | 3070 | 4" x 4" Tee | Stockpiled Material Initial Payment | 0005 | $600.94 |
| 28983(04) | 3080 | 6" x 6" Cross | Stockpiled Material Adjustment | 0016 | $-935.84 |
| 28983(04) | 3080 | 6" x 6" Cross | Stockpiled Material Initial Payment | 0005 | $2,103.18 |
| 28983(04) | 3080 | 6" x 6" Cross | Stockpiled Material Adjustment | 0013 | $-1,167.34 |
| 28983(04) | 3090 | 8" x 8" x 6" Tee | Stockpiled Material Adjustment | 0014 | $-283.74 |
| 28983(04) | 3090 | 8" x 8" x 6" Tee | Stockpiled Material Adjustment | 0007 | $-567.14 |
| 28983(04) | 3090 | 8" x 8" x 6" Tee | Stockpiled Material Adjustment | 0012 | $-567.14 |
| 28983(04) | 3090 | 8" x 8" x 6" Tee | Stockpiled Material Adjustment | 0008 | $-567.14 |
| 28983(04) | 3090 | 8" x 8" x 6" Tee | Stockpiled Material Adjustment | 0010 | $-567.14 |
| 28983(04) | 3090 | 8" x 8" x 6" Tee | Stockpiled Material Initial Payment | 0005 | $2,552.30 |
| 28983(04) | 3100 | 6" x 6" x 6" Tee | Stockpiled Material Adjustment | 0013 | $-457.34 |
| 28983(04) | 3100 | 6" x 6" x 6" Tee | Stockpiled Material Adjustment | 0012 | $-457.34 |
| 28983(04) | 3100 | 6" x 6" x 6" Tee | Stockpiled Material Adjustment | 0018 | $-457.34 |
| 28983(04) | 3100 | 6" x 6" x 6" Tee | Stockpiled Material Initial Payment | 0005 | $4,939.56 |
| 28983(04) | 3100 | 6" x 6" x 6" Tee | Stockpiled Material Adjustment | 0017 | $-457.34 |
| 28983(04) | 3100 | 6" x 6" x 6" Tee | Stockpiled Material Adjustment | 0014 | $-457.34 |
| 28983(04) | 3100 | 6" x 6" x 6" Tee | Stockpiled Material Adjustment | 0015 | $-457.34 |
| 28983(04) | 3100 | 6" x 6" x 6" Tee | Stockpiled Material Adjustment | 0016 | $-1,372.01 |
| 28983(04) | 3100 | 6" x 6" x 6" Tee | Stockpiled Material Adjustment | 0030 | $-823.51 |
| 28983(04) | 3200 | 8" PVC | Stockpiled Material Adjustment | 0031 | $-1,203.34 |
| 28983(04) | 3200 | 8" PVC | Stockpiled Material Adjustment | 0030 | $-2,610.15 |
| 28983(04) | 3200 | 8" PVC | Stockpiled Material Adjustment | 0015 | $-297.57 |
| 28983(04) | 3200 | 8" PVC | Stockpiled Material Adjustment | 0008 | $-552.64 |
| 28983(04) | 3200 | 8" PVC | Stockpiled Material Adjustment | 0019 | $-5,560.38 |
| 28983(04) | 3200 | 8" PVC | Stockpiled Material Adjustment | 0018 | $-2,975.74 |
| 28983(04) | 3200 | 8" PVC | Stockpiled Material Adjustment | 0016 | $-663.16 |
| 28983(04) | 3200 | 8" PVC | Stockpiled Material Adjustment | 0017 | $-476.12 |
| 28983(04) | 3200 | 8" PVC | Stockpiled Material Initial Payment | 0002 | $14,339.10 |
| 28983(04) | 3220 | 12" PVC Pipe | Stockpiled Material Initial Payment | 0005 | $21,343.94 |
| 28983(04) | 3220 | 12" PVC Pipe | Stockpiled Material Adjustment | 0031 | $-12,095.95 |
| 28983(04) | 3220 | 12" PVC Pipe | Stockpiled Material Adjustment | 0032 | $-9,247.99 | Subtotals For Stockpile Payments | $0.00 |
| LIQUIDATED DAMAGES HISTORY | ||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
| System Application of Liquidated Damages | 0044 | --17 | $2,000.00 | $-34,000.00 |
| System Application of Liquidated Damages | 0045 | -17.0 | $2,000.00 | $34,000.00 | Subtotals For Liquidated Damages | $0.00 |
| CONTRACT ADJUSTMENTS HISTORY | ||
| Adjustment Description | Estimate Nbr | Adjustment Amount |
| Pending Change Order | 0030 | $128,297.75 |
| Pending Change Order | 0036 | $-128,297.75 | 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 |
| No line item adjustments have been created on this contract. | Subtotals For Line Item Adjustments | $0.00 | |||||
| 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: | 210149 | Estimate Number: | 0045 | Primary JP: | 28983(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: NHPP-260N(055)PM | Project: 28956(04) | Category: 0100/ROADWAY - NHPP-260N(055)PM | ||||||||
| 0010 | CLEARING AND GRUBBING | 201(A) 0102 | LS | 1.000 | 1.000 | 1.000 | $14,000.00 | $0.00 | $14,000.00 | |
| 0020 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 4,464.250 | 4,464.250 | 4,464.250 | $14.00 | $0.00 | $62,499.50 | |
| 0030 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LS | 1.000 | 1.000 | 1.000 | $2,900.00 | $0.00 | $2,900.00 | |
| 0040 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 188.150 | 188.150 | 0.000 | $4.26 | $0.00 | $0.00 | |
| 0050 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 18.000 | 18.000 | 0.000 | $266.16 | $0.00 | $0.00 | |
| 0060 | SOLID SLAB SODDING | 230(A) 2806 | SY | 2,008.620 | 2,008.620 | 171.760 | $4.26 | $0.00 | $731.70 | |
| 0070 | REMOVING TREES 13" TO 18" IN DIAMETER | 240(A) 2829 | EA | 2.000 | 2.000 | 5.000 | $1,000.00 | $0.00 | $5,000.00 | |
| 0080 | AGGREGATE BASE TYPE B | 303(B) 2110 | CY | 1,920.010 | 1,920.010 | 1,934.560 | $54.00 | $0.00 | $104,466.24 | |
| 0090 | LIME | 307(D) 4230 | TON | 205.290 | 205.290 | 150.680 | $225.00 | $0.00 | $33,903.00 | |
| 0100 | LIME STABILIZED SUBGRADE | 307(H) 4270 | SY | 8,640.040 | 8,640.040 | 8,705.540 | $3.70 | $0.00 | $32,210.50 | |
| 0110 | CEMENT TREATED BASE | 317 4270 | SY | 8,640.040 | 8,640.040 | 8,705.540 | $15.00 | $0.00 | $130,583.10 | |
| 0120 | SEPARATOR FABRIC | 325 5271 | SY | 23,436.020 | 23,436.020 | 18,872.280 | $1.90 | $0.00 | $35,857.33 | |
| 0130 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 7,977.220 | 7,977.220 | 7,900.000 | $30.00 | $0.00 | $237,000.00 | |
| 0140 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 2,215.890 | 2,215.890 | 2,194.440 | $151.00 | $0.00 | $331,360.44 | |
| 0150 | HANDRAILING | 504(F) 6006 | LF | 234.300 | 234.300 | 224.000 | $306.77 | $0.00 | $68,716.48 | |
| 0160 | CLASS AA CONCRETE | 509(A) 0319 | CY | 28.750 | 28.750 | 25.720 | $828.23 | $0.00 | $21,302.08 | |
| 0170 | CLASS A CONCRETE | 509(B) 0321 | CY | 75.170 | 75.170 | 93.330 | $578.19 | $0.00 | $53,962.48 | |
| 0180 | REINFORCING STEEL | 511(A) 0332 | LB | 11,723.300 | 11,723.300 | 12,396.950 | $3.39 | $0.00 | $42,025.66 | |
| 0190 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 1,408.880 | 1,408.880 | 1,816.000 | $8.52 | $0.00 | $15,472.32 | |
| 0200 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 1,300.350 | 1,300.350 | 1,300.000 | $52.25 | $0.00 | $67,925.01 | |
| 0210 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 999.050 | 999.050 | 832.780 | $52.50 | $0.00 | $43,720.96 | |
| 0220 | TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 173.710 | 173.710 | 150.000 | $36.48 | $0.00 | $5,472.00 | |
| 0230 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 2.000 | 2.000 | 2.000 | $2,113.87 | $0.00 | $4,227.74 | |
| 0240 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 6.000 | 6.000 | 6.000 | $3,147.06 | $0.00 | $18,882.36 | |
| 0250 | MANHOLE (6' DIAMETER) | 611(A) 2659 | EA | 5.000 | 5.000 | 5.000 | $4,122.76 | $0.00 | $20,613.80 | |
| 0260 | MANHOLE (8' DIA.METER) | 611(A) 2661 | EA | 1.000 | 1.000 | 1.000 | $7,101.62 | $0.00 | $7,101.62 | |
| 0270 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 0.070 | 0.070 | 0.070 | $272.29 | $0.00 | $19.06 | |
| 0280 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 2.380 | 2.380 | 2.380 | $342.07 | $0.00 | $814.12 | |
| 0290 | ADD'L.DEPTH IN MANHOLE (6' DIAMETER) | 611(B) 2682 | VF | 0.090 | 0.090 | 0.090 | $524.89 | $0.00 | $47.24 | |
| 0300 | ADD'L.DEPTH IN MANHOLE (8' DIAMETER) | 611(B) 2684 | VF | 0.040 | 0.040 | 0.040 | $790.25 | $0.00 | $31.61 | |
| 0310 | INLET CI DES. 2 (STD) | 611(G) 5112 | EA | 1.000 | 1.000 | 1.000 | $3,613.75 | $0.00 | $3,613.75 | |
| 0320 | INLET CI DES. 2 (B) | 611(G) 5113 | EA | 2.000 | 2.000 | 2.000 | $5,032.42 | $0.00 | $10,064.84 | |
| 0330 | INLET CI DES. 3 (STD) | 611(G) 5120 | EA | 7.000 | 7.000 | 7.000 | $5,521.78 | $0.00 | $38,652.46 | |
| 0340 | INLET CI DES. 3 (B) | 611(G) 5121 | EA | 1.000 | 1.000 | 1.000 | $6,565.24 | $0.00 | $6,565.24 | |
| 0350 | INLET CI DES. 3 (D) | 611(G) 5122 | EA | 4.000 | 4.000 | 4.000 | $7,514.15 | $0.00 | $30,056.60 | |
| 0360 | INLET CI DES. 3 (B-D) | 611(G) 5124 | EA | 1.000 | 1.000 | 1.000 | $8,386.04 | $0.00 | $8,386.04 | |
| 0370 | INLET CI DES. 3 (2D) | 611(G) 5125 | EA | 2.000 | 2.000 | 2.000 | $8,413.82 | $0.00 | $16,827.64 | |
| 0380 | INLET W/SMALL JCT. BOX, CI, DES.2 | 611(G) 5970 | EA | 1.000 | 1.000 | 1.000 | $6,218.59 | $0.00 | $6,218.59 | |
| 0390 | ADD'L DEPTH IN INLET CI DES. 2 | 611(H) 5325 | VF | 4.550 | 4.550 | 4.550 | $400.99 | $0.00 | $1,824.50 | |
| 0400 | ADD'L DEPTH IN INLET CI DES. 3 | 611(H) 5330 | VF | 31.040 | 31.040 | 31.040 | $595.47 | $0.00 | $18,483.40 | |
| 0410 | JUNCTION BOXES | 611(L) 0487 | CF | 408.920 | 408.920 | 312.500 | $37.79 | $0.00 | $11,809.38 | |
| 0420 | VALVE BOXES ADJUST TO GRADE | 612(E) 0647 | EA | 6.000 | 6.000 | 7.000 | $638.79 | $0.00 | $4,471.53 | |
| 0430 | METER BOXES ADJUST TO GRADE | 612(F) 0648 | EA | 12.000 | 12.000 | 0.000 | $479.09 | $0.00 | $0.00 | |
| 0440 | 15" R.C.PIPE CLASS III | 613(A) 0403 | LF | 8.000 | 8.000 | 8.000 | $66.81 | $0.00 | $534.48 | |
| 0450 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 299.500 | 299.500 | 298.750 | $61.49 | $0.00 | $18,370.14 | |
| 0460 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 220.400 | 220.400 | 210.500 | $77.82 | $0.00 | $16,381.11 | |
| 0470 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 49.600 | 49.600 | 50.000 | $97.67 | $0.00 | $4,883.50 | |
| 0480 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 25.100 | 25.100 | 61.000 | $120.47 | $0.00 | $7,348.67 | |
| 0490 | 14" X 23" R.C.PIPE ELLIPTICAL CLASS HE-III | 613(A) 4503 | LF | 70.800 | 70.800 | 72.000 | $121.42 | $0.00 | $8,742.24 | |
| 0500 | 19" X 30" R.C.PIPE ELLIPTICAL CLASS HE-III | 613(A) 4504 | LF | 263.300 | 263.300 | 265.500 | $142.85 | $0.00 | $37,926.68 | |
| 0510 | 24" X 38" R.C.PIPE ELLIPTICAL CLASS HE-III | 613(A) 4505 | LF | 475.000 | 475.000 | 453.000 | $178.07 | $0.00 | $80,665.71 | |
| 0520 | 29" X 45" R.C.PIPE ELLIPTICAL CLASS HE-III | 613(A) 4506 | LF | 167.900 | 167.900 | 166.000 | $223.96 | $0.00 | $37,177.36 | |
| 0530 | EDGE DRAIN CONDUIT-PERFORATED | 613(J) 5915 | LF | 2,372.200 | 2,372.200 | 2,400.000 | $10.40 | $0.00 | $24,960.00 | |
| 0540 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LS | 1.000 | 1.000 | 1.000 | $5,500.00 | $0.00 | $5,500.00 | |
| 0550 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 1,770.000 | 1,770.000 | 1,781.000 | $7.00 | $0.00 | $12,467.00 | |
| 0560 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 4,854.780 | 4,854.780 | 4,799.350 | $10.50 | $0.00 | $50,393.18 | |
| 0570 | REMOVAL OF DRAINAGE INLETS | 619(B) 4741 | EA | 11.000 | 11.000 | 11.000 | $707.66 | $0.00 | $7,784.26 | |
| 0580 | REMOVAL OF MANHOLES | 619(B) 4742 | EA | 6.000 | 6.000 | 6.000 | $746.62 | $0.00 | $4,479.72 | |
| 0590 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 2,667.000 | 2,667.000 | 2,191.320 | $11.00 | $0.00 | $24,104.52 | |
| 0600 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 1,387.560 | 1,387.560 | 1,417.110 | $10.50 | $0.00 | $14,879.67 | |
| 0610 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 478.780 | 478.780 | 479.720 | $11.00 | $0.00 | $5,276.92 | |
| 0620 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 1,020.000 | 1,020.000 | 1,020.000 | $7.00 | $0.00 | $7,140.00 | |
| 0630 | REMOVAL OF PAVING BRICK ROADWAY | 619(B) 6118 | SY | 566.440 | 566.440 | 555.560 | $7.00 | $0.00 | $3,888.92 | |
| 0640 | CONTRACTOR HEALTH SAFETY PLAN | 620(C) 5910 | LS | 1.000 | 1.000 | 1.000 | $3,726.25 | $0.00 | $3,726.25 | |
| Subtotals For Category 0100/ROADWAY - NHPP-260N(055)PM | $0.00 | $1,894,450.65 | ||||||||
| Fed/State Project Number: NHPP-260N(055)PM | Project: 28956(04) | Category: 0300/TRAFFIC - NHPP-260N(055)PM | ||||||||
| 0650 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 205.000 | 205.000 | 0.000 | $12.78 | $0.00 | $0.00 | |
| 0660 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 70.000 | 70.000 | 0.000 | $14.91 | $0.00 | $0.00 | |
| 0670 | 3" HIGH DENSITY PE PIPE - BORED | 802(C) 8553 | LF | 570.000 | 570.000 | 570.000 | $39.39 | $0.00 | $22,452.30 | |
| 0680 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 6.000 | 6.000 | 6.000 | $947.53 | $0.00 | $5,685.18 | |
| 0690 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 2.000 | 2.000 | 2.000 | $1,059.32 | $0.00 | $2,118.64 | |
| 0700 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 42.900 | 42.900 | 43.350 | $939.01 | $0.00 | $40,706.08 | |
| 0710 | REINFORCING STEEL | 804(B) 2916 | LB | 6,244.000 | 6,244.000 | 6,288.000 | $2.29 | $0.00 | $14,399.52 | |
| 0720 | (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT | 805(A) 8726 | LS | 1.000 | 1.000 | 1.000 | $10,433.49 | $0.00 | $10,433.49 | |
| 0730 | 32'MH POLE 35'TS & 10'LMA(G.STL.) | 806(A) 8311 | EA | 1.000 | 1.000 | 1.000 | $19,962.04 | $0.00 | $19,962.04 | |
| 0740 | 32'MH POLE 40'TS & 10'LMA(G.STL.) | 806(A) 8312 | EA | 3.000 | 3.000 | 3.000 | $20,760.52 | $0.00 | $62,281.56 | |
| 0750 | 32'MH POLE 45'TS & 10'LMA(G.STL.) | 806(A) 8313 | EA | 1.000 | 1.000 | 1.000 | $28,745.33 | $0.00 | $28,745.33 | |
| 0760 | 32'MH POLE 50'TS & 10'LMA(G.STL.) | 806(A) 8314 | EA | 1.000 | 1.000 | 1.000 | $33,190.21 | $0.00 | $33,190.21 | |
| 0770 | 32'MH POLE,30'TS & 10'LMA(G.STL.) | 806(A) 8350 | EA | 1.000 | 1.000 | 1.000 | $19,376.48 | $0.00 | $19,376.48 | |
| 0780 | 32'MH POLE 25',TS & 10'LMA(G.STL.) | 806(A) 8351 | EA | 1.000 | 1.000 | 1.000 | $18,578.00 | $0.00 | $18,578.00 | |
| 0790 | 10' MTG.HT.TS PED.POLE(G.STL.) | 806(B) 8894 | EA | 4.000 | 4.000 | 5.000 | $942.21 | $0.00 | $4,711.05 | |
| 0800 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 8.000 | 8.000 | 8.000 | $1,277.57 | $0.00 | $10,220.56 | |
| 0810 | SERVICE POLE | 810(A) 3118 | EA | 2.000 | 2.000 | 0.000 | $958.18 | $0.00 | $0.00 | |
| 0820 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 400.000 | 400.000 | 400.000 | $4.26 | $0.00 | $1,704.00 | |
| 0830 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 2,555.000 | 2,555.000 | 2,555.000 | $2.13 | $0.00 | $5,442.15 | |
| 0840 | TRAFFIC SIGNAL CONTROLLER ASSEMBLY | 825 8550 | EA | 2.000 | 2.000 | 2.000 | $28,372.71 | $0.00 | $56,745.42 | |
| 0850 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LS | 1.000 | 1.000 | 1.000 | $47,376.57 | $0.00 | $47,376.58 | |
| 0860 | PEDESTRIAN PUSH BUTTON | 830 8000 | EA | 16.000 | 16.000 | 16.000 | $1,277.57 | $0.00 | $20,441.12 | |
| 0870 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 16.000 | 16.000 | 16.000 | $734.60 | $0.00 | $11,753.60 | |
| 0880 | 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | 831 8295 | EA | 16.000 | 16.000 | 16.000 | $681.37 | $0.00 | $10,901.92 | |
| 0890 | BACKPLATE | 833 3030 | EA | 16.000 | 16.000 | 16.000 | $218.25 | $0.00 | $3,492.00 | |
| 0900 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8207 | LF | 3,530.000 | 3,530.000 | 3,530.000 | $4.26 | $0.00 | $15,037.80 | |
| 0910 | 21/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8213 | LF | 1,110.000 | 1,110.000 | 1,110.000 | $8.52 | $0.00 | $9,457.20 | |
| 0920 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 100.000 | 100.000 | 100.000 | $10.65 | $0.00 | $1,065.00 | |
| 0930 | E.P.S. OPTICAL EMITTER | 840(A) 8592 | EA | 2.000 | 2.000 | 2.000 | $958.18 | $0.00 | $1,916.36 | |
| 0940 | E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 8.000 | 8.000 | 8.000 | $585.55 | $0.00 | $4,684.40 | |
| 0950 | E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 1,465.000 | 1,465.000 | 1,465.000 | $1.44 | $0.00 | $2,109.60 | |
| 0960 | E.P.S. 2 CHANNEL PHASE SELECTOR | 840(D) 8595 | EA | 4.000 | 4.000 | 4.000 | $2,954.38 | $0.00 | $11,817.52 | |
| 0970 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 104.000 | 104.000 | 104.000 | $78.78 | $0.00 | $8,193.12 | |
| Subtotals For Category 0300/TRAFFIC - NHPP-260N(055)PM | $0.00 | $504,998.23 | ||||||||
| Fed/State Project Number: NHPP-260N(055)PM | Project: 28956(04) | Category: 0301/TRAFFIC CONTROL - NHPP-260N(055)PM | ||||||||
| 0980 | PAVEMENT MARKERS CLASS A TYPE 2-A | 858(A) 8905 | EA | 522.000 | 522.000 | 0.000 | $9.16 | $0.00 | $0.00 | |
| 0990 | PAVEMENT MARKERS CLASS A TYPE 2-D | 858(A) 8914 | EA | 813.000 | 813.000 | 0.000 | $8.62 | $0.00 | $0.00 | |
| 1000 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 720.000 | 720.000 | 1,407.000 | $21.56 | $0.00 | $30,334.92 | |
| 1010 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 717.000 | 717.000 | 790.000 | $20.00 | $0.00 | $15,800.00 | |
| 1020 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 717.000 | 717.000 | 1,010.000 | $7.70 | $0.00 | $7,777.00 | |
| 1030 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 720.000 | 720.000 | 80.000 | 2,868.000 | $2.16 | $172.80 | $6,194.88 |
| 1040 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 43,380.000 | 43,380.000 | 215.000 | 92,973.000 | $0.02 | $4.30 | $1,859.46 |
| 1050 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 11,160.000 | 11,160.000 | 0.000 | $0.02 | $0.00 | $0.00 | |
| 1060 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 5,580.000 | 5,580.000 | 1,220.000 | $0.02 | $0.00 | $24.40 | |
| 1070 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 1,080.000 | 1,080.000 | 868.000 | 20,765.000 | $8.62 | $7,482.16 | $178,994.30 |
| 1080 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 2,160.000 | 2,160.000 | -4.000 | 1,219.000 | $0.65 | $-2.60 | $792.35 |
| 1090 | DRUMS | 880(F) 8878 | SD | 10,383.000 | 10,383.000 | 2,720.000 | 58,492.000 | $0.02 | $54.40 | $1,169.84 |
| Subtotals For Category 0301/TRAFFIC CONTROL - NHPP-260N(055)PM | $7,711.06 | $242,947.15 | ||||||||
| Fed/State Project Number: NHPP-260N(055)PM | Project: 28956(04) | Category: 0302/TRAFFIC SIGNING AND STRIPING - NHPP-260N(055)PM | ||||||||
| 1100 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 16.000 | 16.000 | 16.000 | $161.72 | $0.00 | $2,587.52 | |
| 1110 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 220.750 | 220.750 | 183.230 | $29.11 | $0.00 | $5,333.83 | |
| 1120 | 2 1/2" SQUARE TUBE POST | 851(C) 8330 | LF | 323.470 | 323.470 | 102.000 | $9.70 | $0.00 | $989.40 | |
| 1130 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 3,102.780 | 3,102.780 | 0.000 | $2.59 | $0.00 | $0.00 | |
| 1140 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 1,090.360 | 1,090.360 | 0.000 | $5.39 | $0.00 | $0.00 | |
| 1150 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 228.600 | 228.600 | 0.000 | $16.17 | $0.00 | $0.00 | |
| 1160 | TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | 856(B) 8860 | EA | 6.000 | 6.000 | 0.000 | $323.44 | $0.00 | $0.00 | |
| Subtotals For Category 0302/TRAFFIC SIGNING AND STRIPING - NHPP-260N(055)PM | $0.00 | $8,910.75 | ||||||||
| Fed/State Project Number: NHPP-260N(055)PM | Project: 28956(04) | Category: 0640/CONSTRUCTION - NHPP-260N(055)PM | ||||||||
| 1170 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LS | 1.000 | 1.000 | 0.900 | $2,500.00 | $0.00 | $2,250.00 | |
| Subtotals For Category 0640/CONSTRUCTION - NHPP-260N(055)PM | $0.00 | $2,250.00 | ||||||||
| Subtotals For Project NHPP-260N(055)PM /28956(04) | $7,711.06 | $2,653,556.78 | ||||||||
| 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: NHPP-260N(054)PM | Project: 28983(04) | Category: 0100/ROADWAY - NHPP-260N(054)PM | ||||||||
| 1180 | CLEARING AND GRUBBING | 201(A) 0102 | LS | 1.000 | 1.000 | 1.000 | $22,250.00 | $0.00 | $22,250.00 | |
| 1190 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 22,438.000 | 22,438.000 | 21,000.000 | $14.00 | $0.00 | $294,000.00 | |
| 1200 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 1,000.000 | 1,000.000 | 0.000 | $12.50 | $0.00 | $0.00 | |
| 1210 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LS | 1.000 | 1.000 | 0.500 | $19,900.00 | $0.00 | $9,950.00 | |
| 1220 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 4,726.000 | 4,726.000 | 712.000 | $4.26 | $0.00 | $3,033.12 | |
| 1230 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 54.000 | 54.000 | 0.000 | $266.16 | $0.00 | $0.00 | |
| 1240 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 182.000 | 182.000 | 42.000 | $19.16 | $0.00 | $804.72 | |
| 1250 | TEMPORARY SAND BAG BERM | 221(J) 0575 | LF | 100.000 | 100.000 | 0.000 | $26.62 | $0.00 | $0.00 | |
| 1260 | SOLID SLAB SODDING | 230(A) 2806 | SY | 14,606.000 | 14,606.000 | 10,459.570 | $4.26 | $0.00 | $44,557.76 | |
| 1270 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 3.000 | 3.000 | 0.000 | $1,596.96 | $0.00 | $0.00 | |
| 1280 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 1.400 | 1.400 | 1.010 | $1,596.96 | $0.00 | $1,612.94 | |
| 1290 | MOWING | 241 2832 | AC | 6.100 | 6.100 | 5.310 | $212.93 | $0.00 | $1,130.66 | |
| 1300 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 13,131.000 | 13,131.000 | 13,154.150 | $54.00 | $0.00 | $710,324.10 | |
| 1310 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 55,994.090 | 55,994.090 | 0.000 | 59,173.750 | $7.00 | $0.00 | $414,216.25 |
| 1320 | CEMENT TREATED BASE | 317 4270 | SY | 55,994.090 | 55,994.090 | 59,191.400 | $15.00 | $0.00 | $887,871.00 | |
| 1330 | SEPARATOR FABRIC | 325 5271 | SY | 60,792.000 | 60,792.000 | 58,650.350 | $1.90 | $0.00 | $111,435.68 | |
| 1340 | GEOTEXTILE REINFORCEMENT | 326(A) 0100 | SY | 73,579.000 | 73,579.000 | 70,187.700 | $1.90 | $0.00 | $133,356.64 | |
| 1350 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 5,037.000 | 5,037.000 | 11,965.360 | $39.70 | $0.00 | $475,024.81 | |
| 1360 | TACK COAT | 407(B) 0250 | GAL | 1,167.000 | 1,167.000 | 0.000 | $1.05 | $0.00 | $0.00 | |
| 1370 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 250.000 | 250.000 | 0.000 | $127.00 | $0.00 | $0.00 | |
| 1380 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 1,689.000 | 1,689.000 | 0.000 | $134.00 | $0.00 | $0.00 | |
| 1390 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 100.000 | 100.000 | 0.000 | $132.00 | $0.00 | $0.00 | |
| 1400 | COLD MILLING PAVEMENT | 412 5267 | SY | 15,078.000 | 15,078.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
| 1410 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 50,054.000 | 50,054.000 | 33.330 | 50,413.950 | $30.00 | $999.90 | $1,512,418.50 |
| 1420 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 12,302.000 | 12,302.000 | 8.330 | 12,603.520 | $151.00 | $1,257.83 | $1,903,131.52 |
| 1430 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 60.900 | 60.900 | 60.900 | $36.01 | $0.00 | $2,193.01 | |
| 1440 | HANDRAILING | 504(F) 6006 | LF | 44.000 | 44.000 | 20.000 | $250.00 | $0.00 | $5,000.00 | |
| 1450 | CLASS AA CONCRETE | 509(A) 0319 | CY | 134.000 | 134.000 | 134.000 | $995.69 | $0.00 | $133,422.45 | |
| 1460 | CLASS C CONCRETE | 509(D) 0325 | CY | 25.000 | 25.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
| 1470 | REINFORCING STEEL | 511(A) 0332 | LB | 20,223.000 | 20,223.000 | 20,223.000 | $1.65 | $0.00 | $33,367.95 | |
| 1480 | TYPE I-A PLAIN RIPRAP | 601(B) 0536 | TON | 50.000 | 50.000 | 0.000 | $105.00 | $0.00 | $0.00 | |
| 1490 | TYPE I-A FILTER BLANKET | 601(C) 0538 | TON | 30.000 | 30.000 | 0.000 | $74.00 | $0.00 | $0.00 | |
| 1500 | 2'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1525 | LF | 19,487.000 | 19,487.000 | 17,405.000 | $31.60 | $0.00 | $549,998.00 | |
| 1510 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 9,711.000 | 9,711.000 | 43.800 | 7,372.700 | $52.25 | $2,288.55 | $385,223.60 |
| 1520 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 11,569.000 | 11,569.000 | 10,378.870 | $52.50 | $0.00 | $544,890.74 | |
| 1530 | TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 899.600 | 899.600 | -800.000 | 820.000 | $36.00 | $-28,800.00 | $29,520.00 |
| 1540 | (PL) STAMPED CONCRETE FINISH | 610(J) 4810 | SY | 2,535.000 | 2,535.000 | 2,750.000 | $99.00 | $0.00 | $272,250.00 | |
| 1550 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 4.000 | 4.000 | 3.000 | $2,113.94 | $0.00 | $6,341.82 | |
| 1560 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 2.000 | 2.000 | 2.000 | $3,150.40 | $0.00 | $6,300.80 | |
| 1570 | MANHOLE (6' DIAMETER) | 611(A) 2659 | EA | 1.000 | 1.000 | 1.000 | $4,123.37 | $0.00 | $4,123.37 | |
| 1580 | MANHOLE (8' DIA.METER) | 611(A) 2661 | EA | 1.000 | 1.000 | 0.000 | $7,101.62 | $0.00 | $0.00 | |
| 1590 | MANHOLE (9' DIA.) | 611(A) 2662 | EA | 1.000 | 1.000 | 0.000 | $17,342.73 | $0.00 | $0.00 | |
| 1600 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 0.100 | 0.100 | 0.100 | $254.10 | $0.00 | $25.41 | |
| 1610 | ADD'L.DEPTH IN MANHOLE (8' DIAMETER) | 611(B) 2684 | VF | 1.000 | 1.000 | 0.000 | $807.32 | $0.00 | $0.00 | |
| 1620 | ADD'L DEPTH IN MANHOLE (9' DIA.) | 611(B) 2685 | VF | 1.000 | 1.000 | 0.000 | $1,870.74 | $0.00 | $0.00 | |
| 1630 | INLET CI DES. 2 (STD) | 611(G) 5112 | EA | 12.000 | 12.000 | 8.000 | $3,613.00 | $0.00 | $28,904.00 | |
| 1640 | INLET CI DES. 2 (B) | 611(G) 5113 | EA | 6.000 | 6.000 | 6.000 | $5,032.01 | $0.00 | $30,192.06 | |
| 1650 | INLET CI DES. 3 (STD) | 611(G) 5120 | EA | 1.000 | 1.000 | 0.000 | $5,522.62 | $0.00 | $0.00 | |
| 1660 | INLET CI DES. 3 (D) | 611(G) 5122 | EA | 1.000 | 1.000 | 1.000 | $7,514.23 | $0.00 | $7,514.23 | |
| 1670 | INLET W/LRG. JCT. BOX, CI, DES.2 | 611(G) 5870 | EA | 4.000 | 4.000 | 4.000 | $7,068.51 | $0.00 | $28,274.04 | |
| 1680 | INLET W/LRG. JCT. BOX, CI, DES.3(B) | 611(G) 5884 | EA | 1.000 | 1.000 | 1.000 | $9,964.62 | $0.00 | $9,964.62 | |
| 1690 | INLET W/LRG. JCT. BOX, CI, DES.3(D) | 611(G) 5886 | EA | 1.000 | 1.000 | 1.000 | $10,921.90 | $0.00 | $10,921.90 | |
| 1700 | INLET W/SMALL JCT. BOX, CI, DES.2 | 611(G) 5970 | EA | 3.000 | 3.000 | 2.000 | $6,217.85 | $0.00 | $12,435.70 | |
| 1710 | INLET W/SMALL JCT. BOX, CI, DES.2(B) | 611(G) 5972 | EA | 2.000 | 2.000 | 2.000 | $7,162.74 | $0.00 | $14,325.48 | |
| 1720 | INLET W/SMALL JCT. BOX, CI, DES.3 | 611(G) 5982 | EA | 2.000 | 2.000 | 2.000 | $8,084.96 | $0.00 | $16,169.92 | |
| 1730 | INLET (SMD-TYPE 1) | 611(G) 6000 | EA | 2.000 | 2.000 | 0.000 | $2,564.23 | $0.00 | $0.00 | |
| 1740 | ADDITIONAL DEPTH IN INLET | 611(H) 5196 | VF | 3.300 | 3.300 | 0.000 | $474.95 | $0.00 | $0.00 | |
| 1750 | ADD'L DEPTH IN INLET CI DES. 2 | 611(H) 5325 | VF | 15.300 | 15.300 | 12.820 | $401.00 | $0.00 | $5,140.82 | |
| 1760 | ADD'L DEPTH IN INLET CI DES. 3 | 611(H) 5330 | VF | 2.600 | 2.600 | 2.600 | $595.95 | $0.00 | $1,549.47 | |
| 1770 | ADD'L DEPTH IN INLET W/LJB, CI, DES. 2 | 611(H) 5870 | VF | 12.500 | 12.500 | 9.970 | $779.88 | $0.00 | $7,775.40 | |
| 1780 | ADD'L DEPTH IN INLET W/LJB, CI, DES. 3 | 611(H) 5882 | VF | 3.400 | 3.400 | 3.400 | $818.08 | $0.00 | $2,781.47 | |
| 1790 | ADD'L DEPTH IN INLET W/SJB, CI, DES. 2 | 611(H) 5970 | VF | 9.700 | 9.700 | 6.570 | $705.76 | $0.00 | $4,636.84 | |
| 1800 | ADD'L DEPTH IN INLET W/SJB, CI, DES. 3 | 611(H) 5982 | VF | 4.900 | 4.900 | 4.940 | $735.99 | $0.00 | $3,635.79 | |
| 1810 | JUNCTION BOXES | 611(L) 0487 | CF | 182.000 | 182.000 | 0.000 | $115.52 | $0.00 | $0.00 | |
| 1820 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 550.000 | 550.000 | 395.000 | $59.20 | $0.00 | $23,384.00 | |
| 1830 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 1,930.000 | 1,930.000 | 1,924.000 | $84.38 | $0.00 | $162,347.12 | |
| 1840 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 876.000 | 876.000 | 871.000 | $106.80 | $0.00 | $93,022.80 | |
| 1850 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 430.000 | 430.000 | 430.000 | $133.35 | $0.00 | $57,340.50 | |
| 1860 | 28" X 18" R.C.PIPE ARCH CLASS A-III | 613(A) 4496 | LF | 104.000 | 104.000 | 169.000 | $126.38 | $0.00 | $21,358.22 | |
| 1870 | 36" X 22" R.C.PIPE ARCH CLASS A-III | 613(A) 4497 | LF | 10.000 | 10.000 | 0.000 | $146.54 | $0.00 | $0.00 | |
| 1880 | 43" X 26" R.C.PIPE ARCH CLASS A-III | 613(A) 4498 | LF | 352.000 | 352.000 | 350.000 | $225.89 | $0.00 | $79,061.50 | |
| 1890 | 51" X 31" R.C.PIPE ARCH CLASS A-III | 613(A) 4499 | LF | 306.000 | 306.000 | 298.250 | $315.37 | $0.00 | $94,059.10 | |
| 1900 | 34" X 53" R.C.PIPE ELLIPTICAL CLASS HE-III | 613(A) 4507 | LF | 394.000 | 0.000 | 0.000 | $393.54 | $0.00 | $0.00 | |
| 1910 | EDGE DRAIN CONDUIT-PERFORATED | 613(J) 5915 | LF | 17,028.000 | 17,028.000 | 16,928.000 | $10.40 | $0.00 | $176,051.20 | |
| 1920 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 613(K) 5916 | LF | 600.000 | 600.000 | 0.000 | $9.48 | $0.00 | $0.00 | |
| 1930 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 1.000 | 1.000 | 0.000 | $1,462.37 | $0.00 | $0.00 | |
| 1940 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 8.000 | 8.000 | 0.000 | $784.17 | $0.00 | $0.00 | |
| 1950 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LS | 1.000 | 1.000 | 1.000 | $45,000.00 | $0.00 | $45,000.00 | |
| 1960 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 56,835.000 | 56,835.000 | 52,562.530 | $10.50 | $0.00 | $551,906.59 | |
| 1970 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 10,824.000 | 10,824.000 | 9,750.440 | $5.75 | $0.00 | $56,065.03 | |
| 1980 | REMOVAL OF CURB | 619(B) 4791 | LF | 13,415.000 | 13,415.000 | 13,105.000 | $7.00 | $0.00 | $91,735.00 | |
| 1990 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 702.000 | 702.000 | 575.000 | $10.50 | $0.00 | $6,037.50 | |
| 2000 | SAWING PAVEMENT | 619(C) 0924 | LF | 19,182.000 | 19,182.000 | 10,436.000 | $4.50 | $0.00 | $46,962.00 | |
| 2010 | CONTRACTOR HEALTH SAFETY PLAN | 620(C) 5910 | LS | 1.000 | 1.000 | 1.000 | $3,726.25 | $0.00 | $3,726.25 | |
| 2020 | PIPE RAILING | 622(A) 4746 | LF | 12.000 | 12.000 | 0.000 | $76.11 | $0.00 | $0.00 | |
| 2030 | FENCE-STYLE CLF (6'HIGH, CLASS B) | 624(E) 4293 | LF | 514.000 | 514.000 | 492.000 | $37.26 | $0.00 | $18,331.92 | |
| 2040 | GATES-STYLE CLF (6'HIGH X 14'LONG) | 624(F) 5962 | EA | 2.000 | 2.000 | 2.000 | $2,129.29 | $0.00 | $4,258.58 | |
| 8001 | MANHOLE (4' DIA.) | 611(A) 2657 | EA | 0.000 | 1.000 | 1.000 | $3,057.47 | $0.00 | $3,057.47 | |
| 8002 | MANHOLE (5' DIA.) | 611(A) 2658 | EA | 0.000 | 1.000 | 1.000 | $5,369.93 | $0.00 | $5,369.93 | |
| 8003 | INLET CI DES. 2 (STD) | 611(G) 5112 | EA | 0.000 | 2.000 | 2.000 | $4,403.38 | $0.00 | $8,806.76 | |
| 8004 | INLET W/SMALL JCT. BOX, CI, DES.2 | 611(G) 5970 | EA | 0.000 | 3.000 | 3.000 | $7,283.15 | $0.00 | $21,849.45 | |
| 8005 | INLET CI DES. 2 (STD) | 611(G) 5112 | EA | 0.000 | 3.000 | 3.000 | $583.00 | $0.00 | $1,749.00 | |
| 8006 | ADD'L DEPTH IN INLET CI DES. 2 | 611(H) 5325 | VF | 0.000 | 4.160 | 4.160 | $540.40 | $0.00 | $2,248.06 | |
| 8007 | ADD'L DEPTH IN INLET W/SJB, CI, DES. 2 | 611(H) 5970 | VF | 0.000 | 4.640 | 4.640 | $975.51 | $0.00 | $4,526.37 | |
| 8008 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 0.000 | 512.000 | 512.000 | $82.75 | $0.00 | $42,368.00 | |
| 8009 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 0.000 | 667.000 | 667.000 | $97.41 | $0.00 | $64,972.47 | |
| 8010 | 24" PREFAB. CULVERT END SEC., ROUND | 613(L) 5730 | EA | 0.000 | 1.000 | 1.000 | $2,459.95 | $0.00 | $2,459.95 | |
| 8011 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 0.000 | 2,095.000 | 2,095.000 | $17.07 | $0.00 | $35,761.65 | |
| 8015 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 160.000 | 80.000 | $373.47 | $0.00 | $29,877.60 | |
| 8016 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 240.000 | 80.000 | $373.47 | $0.00 | $29,877.60 | |
| 8022 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 100.000 | 0.000 | $1,542.57 | $0.00 | $0.00 | |
| 8023 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LS | 0.000 | 1.000 | 0.000 | $3,300.00 | $0.00 | $0.00 | |
| 8024 | SPECIAL INLET DRAIN | 611(G) 4012 | EA | 0.000 | 5.000 | 4.000 | $6,927.42 | $0.00 | $27,709.68 | |
| 8025 | 19" X 30" R.C.PIPE ELL. CLASS HE-III | 613(A) 4504 | LF | 0.000 | 64.000 | 0.000 | $126.38 | $0.00 | $0.00 | |
| 8026 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 160.000 | 160.000 | $335.53 | $0.00 | $53,684.80 | |
| 8027 | BORE & JACK 24" STEEL CASING | 613(U) 0510 | LF | 0.000 | 80.000 | 95.000 | $1,263.27 | $0.00 | $120,010.65 | |
| 8035 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 0.000 | 2,000.000 | 0.000 | $21.59 | $0.00 | $0.00 | |
| 8036 | CONSTRUCTION MISCELLANEOUS | 104 0350 | SY | 0.000 | 519.560 | 0.000 | $96.66 | $0.00 | $0.00 | |
| 8039 | REMOVE AND RELOCATE UTILITIES | 619(B) 7250 | LS | 0.000 | 1.000 | 0.000 | $124,593.26 | $0.00 | $0.00 | |
| 8040 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 160.000 | 0.000 | $33.55 | $0.00 | $0.00 | |
| Subtotals For Category 0100/ROADWAY - NHPP-260N(054)PM | $-24,253.72 | $10,666,973.34 | ||||||||
| Fed/State Project Number: NHPP-260N(054)PM | Project: 28983(04) | Category: 0300/TRAFFIC SIGNALS - NHPP-260N(054)PM | ||||||||
| 2050 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 315.000 | 315.000 | 0.000 | $12.78 | $0.00 | $0.00 | |
| 2060 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 570.000 | 570.000 | 570.000 | $39.39 | $0.00 | $22,452.30 | |
| 2070 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 170.000 | 170.000 | 0.000 | $14.91 | $0.00 | $0.00 | |
| 2080 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 6.000 | 6.000 | 6.000 | $947.53 | $0.00 | $5,685.18 | |
| 2090 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 2.000 | 2.000 | 2.000 | $1,059.32 | $0.00 | $2,118.64 | |
| 2100 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 39.000 | 39.000 | 0.000 | 39.000 | $917.72 | $0.00 | $35,791.07 |
| 2110 | REINFORCING STEEL | 804(B) 2916 | LB | 5,624.000 | 5,624.000 | 5,624.000 | $2.29 | $0.00 | $12,878.96 | |
| 2120 | (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT | 805(A) 8726 | LS | 1.000 | 1.000 | 1.000 | $10,433.49 | $0.00 | $10,433.49 | |
| 2130 | 32'MH POLE 40'TS & 10'LMA(G.STL.) | 806(A) 8312 | EA | 2.000 | 2.000 | 2.000 | $20,760.52 | $0.00 | $41,521.04 | |
| 2140 | 32'MH POLE 25',TS & 10'LMA(G.STL.) | 806(A) 8351 | EA | 1.000 | 1.000 | 1.000 | $18,578.00 | $0.00 | $18,578.00 | |
| 2150 | POLE & 25' TS MST.ARM(G.STL.) | 806(A) 8726 | EA | 3.000 | 3.000 | 3.000 | $16,501.95 | $0.00 | $49,505.85 | |
| 2160 | POLE & 30' TS MST.ARM(G.STL.) | 806(A) 8728 | EA | 2.000 | 2.000 | 2.000 | $17,460.13 | $0.00 | $34,920.26 | |
| 2170 | 10' MTG.HT.TS PED.POLE(G.STL.) | 806(B) 8894 | EA | 6.000 | 6.000 | 3.000 | $942.21 | $0.00 | $2,826.63 | |
| 2180 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 3.000 | 3.000 | 3.000 | $1,277.57 | $0.00 | $3,832.71 | |
| 2190 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 0.000 | $958.18 | $0.00 | $0.00 | |
| 2200 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 400.000 | 400.000 | 400.000 | $4.26 | $0.00 | $1,704.00 | |
| 2210 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 1,100.000 | 1,100.000 | 1,100.000 | $2.13 | $0.00 | $2,343.00 | |
| 2220 | TRAFFIC SIGNAL CONTROLLER ASSEMBLY | 825 8550 | EA | 2.000 | 2.000 | 2.000 | $28,372.71 | $0.00 | $56,745.42 | |
| 2230 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LS | 1.000 | 1.000 | 1.000 | $47,376.57 | $0.00 | $47,376.58 | |
| 2240 | PEDESTRIAN PUSH BUTTON | 830 8000 | EA | 12.000 | 12.000 | 8.000 | $1,277.57 | $0.00 | $10,220.56 | |
| 2250 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 16.000 | 16.000 | 16.000 | $734.60 | $0.00 | $11,753.60 | |
| 2260 | 1WAY 4SEC. ADJ. SIG. HD.S-13 | 831 8280 | EA | 2.000 | 2.000 | 2.000 | $979.47 | $0.00 | $1,958.94 | |
| 2270 | 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | 831 8295 | EA | 12.000 | 12.000 | 8.000 | $681.37 | $0.00 | $5,450.96 | |
| 2280 | BACKPLATE | 833 3030 | EA | 18.000 | 18.000 | 18.000 | $218.25 | $0.00 | $3,928.50 | |
| 2290 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8207 | LF | 3,870.000 | 3,870.000 | 3,870.000 | $4.26 | $0.00 | $16,486.20 | |
| 2300 | 7/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8208 | LF | 130.000 | 130.000 | 130.000 | $6.39 | $0.00 | $830.70 | |
| 2310 | 21/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8213 | LF | 1,500.000 | 1,500.000 | 1,500.000 | $8.52 | $0.00 | $12,780.00 | |
| 2320 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 35.000 | 35.000 | 35.000 | $10.65 | $0.00 | $372.75 | |
| 2330 | E.P.S. OPTICAL EMITTER | 840(A) 8592 | EA | 5.000 | 5.000 | 5.000 | $958.18 | $0.00 | $4,790.90 | |
| 2340 | E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 8.000 | 8.000 | 8.000 | $585.55 | $0.00 | $4,684.40 | |
| 2350 | E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 1,910.000 | 1,910.000 | 1,910.000 | $1.44 | $0.00 | $2,750.40 | |
| 2360 | E.P.S. 2 CHANNEL PHASE SELECTOR | 840(D) 8595 | EA | 4.000 | 4.000 | 4.000 | $2,954.38 | $0.00 | $11,817.52 | |
| 2370 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 117.000 | 117.000 | 117.000 | $78.78 | $0.00 | $9,217.26 | |
| Subtotals For Category 0300/TRAFFIC SIGNALS - NHPP-260N(054)PM | $0.00 | $445,755.82 | ||||||||
| Fed/State Project Number: NHPP-260N(054)PM | Project: 28983(04) | Category: 0301/SIGNING AND STRIPING - NHPP-260N(054)PM | ||||||||
| 2380 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8722 | LS | 1.000 | 1.000 | 0.600 | $3,773.41 | $0.00 | $2,264.04 | |
| 2390 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 7.000 | 7.000 | 0.000 | $404.29 | $0.00 | $0.00 | |
| 2400 | REGULATORY OR WARNING SIGN ASSEMBLY | 836 8425 | EA | 2.000 | 2.000 | 1.000 | $8,250.98 | $0.00 | $8,250.98 | |
| 2410 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 317.670 | 317.670 | 240.410 | $34.50 | $0.00 | $8,294.15 | |
| 2420 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 758.500 | 758.500 | 130.000 | $6.47 | $0.00 | $841.10 | |
| 2430 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 33,221.000 | 33,221.000 | 27,484.000 | $0.97 | $0.00 | $26,659.48 | |
| 2440 | TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | 856(A) 8548 | LF | 1,435.000 | 1,435.000 | 0.000 | $2.10 | $0.00 | $0.00 | |
| 2450 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 2,244.000 | 2,244.000 | 418.000 | $5.39 | $0.00 | $2,253.02 | |
| 2460 | TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | 856(B) 8860 | EA | 9.000 | 9.000 | 0.000 | $323.44 | $0.00 | $0.00 | |
| Subtotals For Category 0301/SIGNING AND STRIPING - NHPP-260N(054)PM | $0.00 | $48,562.77 | ||||||||
| Fed/State Project Number: NHPP-260N(054)PM | Project: 28983(04) | Category: 0302/TRAFFIC LIGHTING - NHPP-260N(054)PM | ||||||||
| 2470 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 7,170.000 | 7,170.000 | 7,170.000 | $26.62 | $0.00 | $190,865.40 | |
| 2480 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 14,360.000 | 14,360.000 | 14,360.000 | $10.06 | $0.00 | $144,461.60 | |
| 2490 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 122.000 | 122.000 | 122.000 | $1,517.11 | $0.00 | $185,087.42 | |
| 2500 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 100.040 | 100.040 | 78.720 | $904.95 | $0.00 | $71,237.66 | |
| 2510 | REINFORCING STEEL | 804(B) 2916 | LB | 17,324.000 | 17,324.000 | 13,632.000 | $2.11 | $0.00 | $28,763.52 | |
| 2520 | (PL)REMOVAL OF LIGHT POLE | 805(A) 8712 | EA | 93.000 | 93.000 | 93.000 | $367.30 | $0.00 | $34,158.90 | |
| 2530 | 40' MTG & 10' HLMA(G.STL.) | 806(C) 8924 | EA | 61.000 | 61.000 | 48.000 | $4,764.27 | $0.00 | $228,684.96 | |
| 2535 | BREAKAWAY BASE (DES. B) | 807 8092 | EA | 61.000 | 61.000 | 48.000 | $798.48 | $0.00 | $38,327.04 | |
| 2540 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 61.000 | 61.000 | 48.000 | $1,644.87 | $0.00 | $78,953.76 | |
| 2550 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 0.000 | $7,681.39 | $0.00 | $0.00 | |
| 2560 | 1/C NO.2 ELECTRICAL CONDUCTOR | 811 8036 | LF | 44,500.000 | 44,500.000 | 33,375.000 | $2.50 | $0.00 | $83,437.50 | |
| 2570 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 22,250.000 | 22,250.000 | 16,687.500 | $2.24 | $0.00 | $37,380.00 | |
| 2580 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 5,490.000 | 5,490.000 | 4,117.500 | $2.13 | $0.00 | $8,770.28 | |
| Subtotals For Category 0302/TRAFFIC LIGHTING - NHPP-260N(054)PM | $0.00 | $1,130,128.04 | ||||||||
| Fed/State Project Number: NHPP-260N(054)PM | Project: 28983(04) | Category: 0303/TRAFFIC CONTROL - NHPP-260N(054)PM | ||||||||
| 2590 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 50,000.000 | 50,000.000 | 97,780.000 | $0.20 | $0.00 | $19,556.00 | |
| 2600 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 857(C) 8851 | LF | 118,249.000 | 118,249.000 | 4,304.000 | $0.99 | $0.00 | $4,260.96 | |
| 2610 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS | 857(E) 8881 | EA | 20,000.000 | 20,000.000 | 40.000 | $0.65 | $0.00 | $26.00 | |
| 2620 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 60,000.000 | 60,000.000 | 9,071.000 | 58,995.000 | $0.16 | $1,451.36 | $9,439.20 |
| 2630 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 560.000 | 560.000 | 0.000 | 11,769.000 | $48.52 | $0.00 | $571,031.88 |
| 2640 | (SP) RELOCATION OF IMPACT ATTENUATOR | 871(C) 8709 | EA | 76.000 | 76.000 | 44.000 | $404.29 | $0.00 | $17,788.76 | |
| 2650 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 2,262.500 | 2,262.500 | 5,680.000 | $20.00 | $0.00 | $113,600.00 | |
| 2660 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 19,425.000 | 19,425.000 | 6,668.000 | $7.70 | $0.00 | $51,343.60 | |
| 2670 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 740.000 | 740.000 | 86.000 | 1,832.000 | $1.08 | $92.88 | $1,978.56 |
| 2680 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 12,890.000 | 12,890.000 | 1,207.000 | 21,726.000 | $0.11 | $132.77 | $2,389.86 |
| 2690 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 8,910.000 | 8,910.000 | 2,135.000 | 44,642.000 | $0.11 | $234.85 | $4,910.62 |
| 2700 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 4,440.000 | 4,440.000 | 1,542.000 | 29,892.000 | $1.62 | $2,498.04 | $48,425.04 |
| 2710 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 6,630.000 | 6,630.000 | 1,253.000 | 24,296.000 | $2.16 | $2,706.48 | $52,479.36 |
| 2720 | WING BARRICADES | 880(C) 8848 | SD | 1,480.000 | 1,480.000 | 0.000 | $0.02 | $0.00 | $0.00 | |
| 2730 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 17,700.000 | 17,700.000 | 4,541.000 | 104,051.000 | $0.49 | $2,225.09 | $50,984.99 |
| 2740 | DRUMS | 880(F) 8878 | SD | 11,850.000 | 11,850.000 | 0.000 | 4,597.000 | $0.05 | $0.00 | $229.85 |
| 2750 | CHANNELIZER CONES | 880(G) 8890 | SD | 9,400.000 | 9,400.000 | 8,587.000 | 164,403.000 | $0.43 | $3,692.41 | $70,693.29 |
| 2760 | SURVEILLANCE TRAFFIC CONTROL | 880(K) 8908 | SD | 370.000 | 0.000 | 0.000 | $725.00 | $0.00 | $0.00 | |
| 2770 | (SP) TEMPORARY TRAFFIC SIGNAL SPAN WIRE EQUIPMENT | 880(N) 0100 | LS | 1.000 | 0.000 | 0.000 | $45,194.05 | $0.00 | $0.00 | |
| 2780 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 1,480.000 | 1,480.000 | 236.000 | 5,729.000 | $6.47 | $1,526.92 | $37,066.63 |
| Subtotals For Category 0303/TRAFFIC CONTROL - NHPP-260N(054)PM | $14,560.80 | $1,056,204.60 | ||||||||
| Fed/State Project Number: NHPP-260N(054)PM | Project: 28983(04) | Category: 0600/STAKING - NHPP-260N(054)PM | ||||||||
| 2790 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LS | 1.000 | 1.000 | 0.900 | $118,000.00 | $0.00 | $106,200.00 | |
| Subtotals For Category 0600/STAKING - NHPP-260N(054)PM | $0.00 | $106,200.00 | ||||||||
| Fed/State Project Number: NHPP-260N(054)PM | Project: 28983(04) | Category: 0640/CONSTRUCTION - NHPP-260N(054)PM | ||||||||
| 2800 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LS | 1.000 | 1.000 | 0.750 | $2,750.00 | $0.00 | $2,062.50 | |
| 2810 | MOBILIZATION | 641 1552 | LS | 1.000 | 1.000 | 1.000 | $800,000.00 | $0.00 | $800,000.00 | |
| 8019 | NEGOTIATED SETTLEMENT OF CONTR'S CLAIM | 109 1100 | LS | 0.000 | 1.000 | 1.000 | $632,117.12 | $0.00 | $632,117.12 | |
| 8028 | NEGOTIATED SETTLEMENT OF CONTR'S CLAIM | 109 1100 | LS | 0.000 | 1.000 | 1.000 | $89,034.32 | $0.00 | $89,034.32 | |
| Subtotals For Category 0640/CONSTRUCTION - NHPP-260N(054)PM | $0.00 | $1,523,213.94 | ||||||||
| Fed/State Project Number: NHPP-260N(054)PM | Project: 28983(04) | Category: 0900/WATERLINE (NON - PARTICIPATING) - NHPP-260N(054)PM | ||||||||
| 2820 | 4" POLYVINYL CHLORIDE (PVC) PIPE | 616(B) 5221 | LF | 127.000 | 127.000 | 120.000 | $71.34 | $0.00 | $8,560.80 | |
| 2830 | 6" POLYVINYL CHLORIDE (PVC) PIPE | 616(B) 5223 | LF | 3,886.000 | 3,886.000 | 4,205.000 | $93.29 | $0.00 | $392,284.45 | |
| 2840 | 8" POLYVINYL CHLORIDE (PVC) PIPE | 616(B) 5225 | LF | 2,333.000 | 2,333.000 | 2,364.000 | $104.27 | $0.00 | $246,494.28 | |
| 2850 | 10" POLYVINYL CHLORIDE (PVC) PIPE | 616(B) 5227 | LF | 940.000 | 940.000 | 1,508.000 | 3,646.000 | $126.22 | $190,339.76 | $460,198.12 |
| 2860 | 2" GATE VALVE | 616(D) 1050 | EA | 4.000 | 4.000 | 11.000 | $1,317.08 | $0.00 | $14,487.88 | |
| 2870 | 4" GATE VALVE | 616(D) 1060 | EA | 4.000 | 4.000 | 4.000 | $1,646.35 | $0.00 | $6,585.40 | |
| 2880 | 6" GATE VALVE | 616(D) 1070 | EA | 22.000 | 22.000 | 27.000 | $2,085.38 | $0.00 | $56,305.26 | |
| 2890 | 8" GATE VALVE | 616(D) 1080 | EA | 4.000 | 4.000 | 7.000 | $3,018.32 | $0.00 | $21,128.24 | |
| 2900 | 10" GATE VALVE | 616(D) 1090 | EA | 2.000 | 2.000 | 4.000 | $4,390.28 | $0.00 | $17,561.12 | |
| 2910 | FIRE HYDRANTS | 616(G) 1192 | EA | 12.000 | 12.000 | 14.000 | $5,707.36 | $0.00 | $79,903.04 | |
| 2920 | 6" STEEL CASING | 616(I) 0085 | LF | 233.000 | 233.000 | 0.000 | $87.81 | $0.00 | $0.00 | |
| 2930 | 4" SOLID SLEEVE | 616(K) 0125 | EA | 1.000 | 1.000 | 2.000 | $384.14 | $0.00 | $768.28 | |
| 2940 | 6" SOLID SLEEVE | 616(K) 0150 | EA | 1.000 | 1.000 | 3.000 | $493.91 | $0.00 | $1,481.73 | |
| 2950 | 10" SOLID SLEEVE | 616(K) 0200 | EA | 4.000 | 4.000 | 6.000 | $1,070.13 | $0.00 | $6,420.78 | |
| 2960 | SERVICE CONNECTION (SHORT) | 616(N) 0090 | EA | 105.000 | 105.000 | 105.000 | $1,646.35 | $0.00 | $172,866.75 | |
| 2970 | 10" FITTING | 616(O) 0090 | EA | 11.000 | 11.000 | 11.000 | $1,426.84 | $0.00 | $15,695.24 | |
| 2980 | 2" 90 DEGREE FITTING | 616(O) 0160 | EA | 1.000 | 1.000 | 1.000 | $27.44 | $0.00 | $27.44 | |
| 2990 | 6" 22 1/2 DEGREE FITTING | 616(O) 0195 | EA | 4.000 | 4.000 | 0.000 | $493.91 | $0.00 | $0.00 | |
| 3000 | 6" 45 DEGREE FITTING | 616(O) 0200 | EA | 4.000 | 4.000 | 20.000 | $493.91 | $0.00 | $9,878.20 | |
| 3010 | 8" 11 1/4 DEGREE FITTING | 616(O) 0300 | EA | 1.000 | 1.000 | 3.000 | $658.54 | $0.00 | $1,975.62 | |
| 3020 | 8" 45 DEGREE FITTING | 616(O) 0400 | EA | 16.000 | 16.000 | 18.000 | $658.54 | $0.00 | $11,853.72 | |
| 3030 | 2" HDPE PIPE | 616(P) 0075 | LF | 6,031.000 | 0.000 | 0.000 | $49.39 | $0.00 | $0.00 | |
| 3040 | 4" X 2" REDUCER | 616(R) 0374 | EA | 4.000 | 4.000 | 4.000 | $493.91 | $0.00 | $1,975.64 | |
| 3050 | 6" X 2" REDUCER | 616(R) 0470 | EA | 2.000 | 2.000 | 2.000 | $658.54 | $0.00 | $1,317.08 | |
| 3060 | 8" X 6" REDUCER | 616(R) 0565 | EA | 2.000 | 2.000 | 3.000 | $603.66 | $0.00 | $1,810.98 | |
| 3070 | 4" X 4" TEE | 616(T) 0245 | EA | 2.000 | 2.000 | 1.000 | $548.79 | $0.00 | $548.79 | |
| 3080 | 6" X 6" CROSS | 616(T) 0400 | EA | 2.000 | 2.000 | 1.000 | $1,536.60 | $0.00 | $1,536.60 | |
| 3090 | 8" X 8" X 6" TEE | 616(T) 0570 | EA | 5.000 | 5.000 | 7.000 | $987.81 | $0.00 | $6,914.67 | |
| 3100 | 6" X 6" X 6" TEE | 616(T) 2500 | EA | 12.000 | 12.000 | 11.000 | $823.18 | $0.00 | $9,054.98 | |
| 3110 | HYDROSTATIC PRESSURE TESTING & DISINFECTION | 616(V) 0100 | LS | 1.000 | 1.000 | 1.000 | $38,414.91 | $0.00 | $38,414.91 | |
| 3120 | REMOVAL OF FIRE HYDRANT | 619(B) 5949 | EA | 6.000 | 6.000 | 9.000 | $548.79 | $0.00 | $4,939.11 | |
| 3130 | REMOVE WATER METER AND METER CAN | 619(B) 7200 | EA | 90.000 | 90.000 | 89.000 | $109.76 | $0.00 | $9,768.64 | |
| 3140 | REMOVAL OF GATE VALVE AND BOX | 619(B) 7210 | EA | 23.000 | 23.000 | 37.000 | $219.51 | $0.00 | $8,121.87 | |
| 3150 | REMOVAL OF WATER LINE | 619(B) 7220 | LF | 14,165.000 | 14,165.000 | 13,807.000 | $2.20 | $0.00 | $30,375.40 | |
| 8012 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 6,031.000 | 6,031.000 | $51.06 | $0.00 | $307,942.86 | |
| 8013 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 10.000 | 18.000 | $1,399.20 | $0.00 | $25,185.60 | |
| 8014 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 15.000 | 0.000 | $1,089.00 | $0.00 | $0.00 | |
| 8029 | BORE & JACK 30" STEEL CASING | 613(U) 0520 | LF | 0.000 | 80.000 | 95.000 | $1,349.19 | $0.00 | $128,173.05 | |
| 8030 | 16" POLYVINYL CHLORIDE (PVC) PIPE | 615(A) 6130 | LF | 0.000 | 160.000 | 164.000 | $1,183.60 | $0.00 | $194,110.40 | |
| 8031 | 8" SOLID SLEEVE | 616(K) 0175 | EA | 0.000 | 2.000 | 2.000 | $683.13 | $0.00 | $1,366.26 | |
| 8032 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LS | 0.000 | 1.000 | 1.000 | $5,379.00 | $0.00 | $5,379.00 | |
| 8034 | REMOVE AND RELOCATE UTILITIES | 619(B) 7250 | LS | 0.000 | 1.000 | 0.000 | $75,557.36 | $0.00 | $0.00 | |
| 8038 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LS | 0.000 | 1.000 | 0.000 | $83,991.59 | $0.00 | $0.00 | |
| Subtotals For Category 0900/WATERLINE (NON - PARTICIPATING) - NHPP-260N(054)PM | $190,339.76 | $2,301,412.19 | ||||||||
| Fed/State Project Number: NHPP-260N(054)PM | Project: 28983(04) | Category: 0901/SANITARY SEWER (NON - PARTICIPATING) - NHPP-260N(054)PM | ||||||||
| 3160 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 8.000 | 8.000 | 10.000 | $5,487.85 | $0.00 | $54,878.50 | |
| 3170 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 1.000 | 1.000 | 1.000 | $8,231.77 | $0.00 | $8,231.77 | |
| 3180 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 5.300 | 5.300 | 7.250 | $548.78 | $0.00 | $3,978.66 | |
| 3190 | CONNECT TO EXISTING MANHOLE | 612(B) 0750 | EA | 2.000 | 2.000 | 2.000 | $2,195.14 | $0.00 | $4,390.28 | |
| 3200 | 8" POLYVINYL CHLORIDE (PVC) PIPE | 615(A) 6120 | LF | 1,874.000 | 1,874.000 | 1,986.000 | $104.27 | $0.00 | $207,080.22 | |
| 3210 | 10" POLYVINYL CHLORIDE (PVC) PIPE | 615(A) 6122 | LF | 88.000 | 88.000 | 88.000 | $115.24 | $0.00 | $10,141.12 | |
| 3220 | 12" POLYVINYL CHLORIDE (PVC) PIPE | 615(A) 6125 | LF | 1,094.000 | 1,094.000 | 1,094.000 | $137.20 | $0.00 | $150,096.80 | |
| 3230 | SEWER LEAKAGE < 24" DIAMETER | 615(D) 0400 | LF | 3,056.000 | 3,056.000 | 3,168.000 | $5.49 | $0.00 | $17,392.32 | |
| 3240 | DEFLECTION TEST (< 24" DIAMETER) | 615(E) 0450 | LS | 1.000 | 1.000 | 1.000 | $5,487.85 | $0.00 | $5,487.85 | |
| 3250 | SEWER FLOW CONTROL | 615(F) 0600 | LS | 1.000 | 1.000 | 1.000 | $16,463.54 | $0.00 | $16,463.54 | |
| 3260 | 18" STEEL CASING | 616(I) 5264 | LF | 43.000 | 43.000 | 67.000 | $384.15 | $0.00 | $25,738.05 | |
| 3270 | REMOVAL OF MANHOLES | 619(B) 4742 | EA | 7.000 | 7.000 | 8.000 | $823.18 | $0.00 | $6,585.44 | |
| 3280 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 2,950.000 | 2,950.000 | 3,168.000 | $5.49 | $0.00 | $17,392.32 | |
| 8033 | SANITARY SEWER SERVICE CONNECTION | 615(B) 0300 | EA | 0.000 | 23.000 | 0.000 | $2,346.83 | $0.00 | $0.00 | |
| Subtotals For Category 0901/SANITARY SEWER (NON - PARTICIPATING) - NHPP-260N(054)PM | $0.00 | $527,856.87 | ||||||||
| Fed/State Project Number: NHPP-260N(054)PM | Project: 28983(04) | Category: 0902/NON PARTICIPATION | ||||||||
| 8037 | MATERIAL TAKEN INTO WAREHOUSE STOCK | 106 0200 | LS | 0.000 | 1.000 | 0.000 | $91,153.00 | $0.00 | $0.00 | |
| Subtotals For Category 0902/NON PARTICIPATION | $0.00 | $0.00 | ||||||||
| Subtotals For Project NHPP-260N(054)PM /28983(04) | $180,646.84 | $17,806,307.57 | ||||||||