|
Report_Id: 221302 Est NO 0068 |
Date:02/17/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 221302 | Estimate Number | 0068 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04360) Filiatreau, Chad J. | ||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | ADDR SN 0 VC Code KY0033047 | |||||
| AND STONE LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 01/11/2025 TO 01/24/2025 | ||||||
| Date Approved | 02/03/2025 | ||||||
| Primary Proj Number | DE04700652154 | ||||||
| Project No. | NHPPIM 0654 (041), NHPPIM 0654 (041) | ||||||
| Primary County | HARDIN | ||||||
| Name of Road | I-65 AT KY 222 | ||||||
| Description | IMPROVE SAFETY AND INCREASE CAPACITY AT I-65/KY-222 INTERCHA NGE. | ||||||
| Date Let | 01/27/2022 | Formal Acceptance | |||||
| Date Awarded | 02/08/2022 | Date Work Began | 04/01/2022 | ||||
| Date Contract Executed | 03/01/2022 | Open To Traffic | |||||
| Date NTP Issued | 02/23/2022 | Actual Completion Date | |||||
| Current Contract Amount | $41,226,695.51 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $37,935,589.87 |
Total Earnings | $38,552,944.23 |
$38,212,505.71 |
$340,438.52 |
|
| Percent Complete | 93.51 |
Stockpiled Materials | $-0.03 |
$-0.03 |
$0.00 |
|
| Funds Available | $2,673,751.31 |
Gross Earnings | $38,552,944.20 |
$38,212,505.68 |
$340,438.52 |
|
| Total Change Orders | $3,291,105.64 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $38,552,944.20 |
$38,212,505.68 |
$340,438.52 |
|||
| Contract Id | 221302 | Change Order Summary |
County | HARDIN | ||||||
| Estimate Nbr | 0068 | Project Number | NHPPIM 0654 (041), NHPPIM 0654 (041) | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | Period | 01/11/2025 TO 01/24/2025 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | High Strength Fabric/Culvert Extension | Approved | 12/12/2022 | $57,603.59 | 1.0 | |||||
| 002 | Time & Material Work 30" rcbc extension | Approved | 04/17/2023 | $18,202.52 | 0.0 | |||||
| 003 | Time and Materials work for Temp 72" pipe | Approved | 04/30/2024 | $281,617.46 | 25.0 | |||||
| 004 | Correction to MSE wall quantity | Approved | 03/09/2023 | $73,998.40 | 0.0 | |||||
| 005 | CBI Type B and DBI ty 15 | Pending | 0 | $-2,343.33 | 0.0 | |||||
| 006 | Lot Pay Adjustment Override | Approved | 08/14/2023 | $0.00 | 1.0 | |||||
| 007 | High mast/redi rock | Approved | 03/07/2024 | $245,328.58 | 0.0 | |||||
| 008 | Additional for increase anti-skid aggregate | Approved | 04/11/2024 | $13,899.48 | 0.0 | |||||
| 009 | Const. Revision 2 Northside ramps upgraded. | Approved | 06/25/2024 | $2,084,072.15 | 0.0 | |||||
| 010 | Concrete median barrier | Approved | 08/12/2024 | $168,678.20 | 0.0 | |||||
| 011 | Overhead Sign truss | Approved | 12/12/2024 | $331,455.26 | 30.0 | |||||
| 012 | waterblasting stripe | Approved | 01/07/2025 | $16,250.00 | 1.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 221302 | COMMONWEALTH OF KENTUCKY |
County | HARDIN | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE04700652154 | ||||||
| Estimate Nbr | 0068 | Period | 01/11/2025 TO 01/24/2025 | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | |||||||||
| Project | DE04700652154 | Fed/State Project Number | NHPPIM 0654 (041) | Category | ||||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| Project | DE04700652154 | Fed/State Project Number | NHPPIM 0654 (041) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 4,251.00 | 21,414.000 | 9,069.690 | 9,069.690 | 26.09 | 236,628.21 | |||
| 0010 | CRUSHED STONE BASE (REVISED 1-18-2022) | 00003 | TON | 81,635.00 | 82,233.000 | 84,103.110 | 84,103.110 | 25.93 | 2,180,793.64 | |||
| 0015 | CRUSHED STONE BASE FOR STAMPED CONCRETE MEDIAN | 00003 | TON | 1,170.00 | 1,170.000 | 0.000 | 0.000 | 28.83 | 0.00 | |||
| 0020 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 11,292.00 | 11,292.000 | 130,408.990 | 130,408.990 | 5.95 | 775,933.49 | |||
| 0025 | LIME STABILIZED ROADBED (REVISED 1-18-2022) | 00013 | SQYD | 130,421.00 | 130,421.000 | 9,399.000 | 9,399.000 | 5.95 | 55,924.05 | |||
| 0030 | LIME (REVISED 1-18-2022) | 00014 | TON | 2,257.00 | 2,257.000 | 185.510 | 185.510 | 208.00 | 38,586.08 | |||
| 0035 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 6,557.00 | 12,258.000 | 8,399.450 | 8,399.450 | 58.67 | 492,795.73 | |||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 318.00 | 385.000 | 404.240 | 404.240 | 131.90 | 53,319.25 | |||
| 0045 | ASPHALT SEAL COAT | 00103 | TON | 56.00 | 64.000 | 64.290 | 64.290 | 735.92 | 47,312.29 | |||
| 0050 | CL2 ASPH BASE 1.00D PG64-22 (REVISED 1-18-2022) | 00212 | TON | 4,577.00 | 4,577.000 | 4,209.960 | 4,209.960 | 72.16 | 303,790.71 | |||
| 0055 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 1,553.00 | 6,855.000 | 796.530 | 796.530 | 75.47 | 60,114.11 | |||
| 0060 | CL4 ASPH BASE 1.00D PG64-22 (REVISED 1-18-2022) | 00217 | TON | 41,715.00 | 45,363.000 | 53,995.910 | 53,995.910 | 68.36 | 3,691,160.40 | |||
| 0065 | CL4 ASPH BASE 1.00D PG76-22 (REVISED 1-18-2022) | 00219 | TON | 20,408.00 | 21,489.000 | 27,718.060 | 27,718.060 | 75.47 | 2,091,881.98 | |||
| 0070 | CL2 ASPH SURF 0.38D PG64-22 (REVISED 1-18-2022) | 00301 | TON | 1,278.00 | 1,278.000 | 1,425.320 | 1,425.320 | 90.54 | 129,048.47 | |||
| 0075 | CL3 ASPH SURF 0.38D PG64-22 (REVISED 1-18-2022) | 00339 | TON | 1,559.00 | 2,125.000 | 2,434.880 | 2,434.880 | 103.42 | 251,815.28 | |||
| 0080 | CL4 ASPH SURF 0.38A PG76-22 (REVISED 1-18-2022) | 00342 | TON | 9,274.00 | 1,432.500 | 1,432.500 | 1,432.500 | 103.42 | 148,149.15 | |||
| 0085 | ASPHALT CURING SEAL (REVISED 1-18-2022) | 00358 | TON | 213.00 | 235.000 | 145.660 | 145.660 | 654.37 | 95,315.53 | |||
| 0090 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 637.00 | 637.000 | 127.780 | 127.780 | 76.32 | 9,752.16 | |||
| 0095 | CEMENT | 02542 | TON | 220.00 | 220.000 | 2,624.510 | 2,624.510 | 197.00 | 517,028.47 | |||
| 0100 | SAND FOR BLOTTER (REVISED 1-18-2022) | 02702 | TON | 326.00 | 326.000 | 0.000 | 0.000 | 19.05 | 0.00 | |||
| 0105 | JOINT ADHESIVE (REVISED 1-18-2022) | 20071EC | LF | 43,686.00 | 43,686.000 | 48,047.000 | 48,047.000 | 0.43 | 20,660.21 | |||
| 0110 | ASPHALT MATERIAL FOR TACK NON-TRACKING (REVISED 1-18-2022) | 24970EC | TON | 157.00 | 157.000 | 131.170 | 131.170 | 569.75 | 74,734.10 | |||
| 8024 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 0.00 | 8,273.500 | 9,594.860 | 9,594.860 | 105.10 | 1,008,419.78 | |||
| 8036 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 0.00 | 25,000.000 | 19,690.000 | 19,690.000 | 0.65 | 12,798.50 | |||
| Project | DE04700652154 | Fed/State Project Number | NHPPIM 0654 (041) | Category | 0002 ROADWAY | |||||||
| 0115 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 38,360.00 | 38,374.000 | 20,450.540 | 20,450.540 | 21.05 | 430,483.86 | |||
| 0120 | PERFORATED PIPE-4 IN | 01000 | LF | 7,580.00 | 11,389.000 | 8,323.000 | 8,323.000 | 9.15 | 76,155.45 | |||
| 0125 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 360.00 | 512.000 | 624.000 | 624.000 | 20.00 | 12,480.00 | |||
| 0130 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.660 | 0.660 | 5,000.00 | 3,300.00 | |||
| 0135 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 3.00 | 7.000 | 14.000 | 14.000 | 500.00 | 7,000.00 | |||
| 0140 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 30.00 | 30.000 | 3.000 | 3.000 | 585.00 | 1,755.00 | |||
| 0145 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 5.00 | 15.000 | 15.000 | 15.000 | 585.00 | 8,775.00 | |||
| 0150 | REMOVE PIPE | 01310 | LF | 72.00 | 458.000 | 444.000 | 444.000 | 9.68 | 4,297.92 | |||
| 0155 | MANHOLE TYPE B MOD | 01762 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0160 | STANDARD CURB AND GUTTER | 01810 | LF | 2,937.00 | 2,937.000 | 90.000 | 90.000 | 22.82 | 2,053.80 | |||
| 0165 | STANDARD HEADER CURB | 01875 | LF | 182.00 | 232.000 | 138.000 | 138.000 | 44.37 | 6,123.06 | |||
| 0170 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 94.00 | 108.000 | 80.000 | 80.000 | 8.34 | 667.20 | |||
| 0175 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 4.00 | 4.000 | 31.000 | 31.000 | 8.34 | 258.54 | |||
| 0180 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 8.17 | 0.00 | |||
| 0185 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 8.17 | 0.00 | |||
| 0190 | DELINEATOR FOR BARRIER WALL-B/Y | 01986 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 8.74 | 0.00 | |||
| 0195 | REMOVE TEMP CONC BARRIER WALL | 02002 | LF | 18,140.00 | 18,140.000 | 8,540.000 | 8,540.000 | 13.16 | 112,386.40 | |||
| 0200 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 2,350.00 | 2,350.000 | 5,360.000 | 5,360.000 | 8.91 | 47,757.60 | |||
| 0205 | JPC PAVEMENT-8 IN SHLD | 02081 | SQYD | 88.00 | 88.000 | 0.000 | 0.000 | 120.48 | 0.00 | |||
| 0210 | REMOVE PAVEMENT | 02091 | SQYD | 49,098.00 | 49,098.000 | 20,577.550 | 20,577.550 | 7.71 | 158,652.91 | |||
| 0215 | TEMP DITCH | 02159 | LF | 29,211.00 | 29,211.000 | 1,450.000 | 1,450.000 | 0.01 | 14.50 | |||
| 0220 | CLEAN TEMP DITCH | 02160 | LF | 26,048.00 | 26,048.000 | 300.000 | 300.000 | 0.01 | 3.00 | |||
| 0225 | FLOWABLE FILL | 02220 | CUYD | 102.00 | 102.000 | 0.000 | 0.000 | 159.84 | 0.00 | |||
| 0230 | GRANULAR EMBANKMENT | 02223 | CUYD | 3,567.00 | 6,005.000 | 3,184.070 | 3,184.070 | 35.79 | 113,957.86 | |||
| 0235 | EMBANKMENT IN PLACE (REVISED 1-18-2022) | 02230 | CUYD | 391,552.00 | 403,332.780 | 18,968.640 | 384,364.140 | 403,332.780 | 15.37 | 291,547.99 | 6,199,224.82 | |
| 0240 | DITCHING | 02237 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0245 | WATER | 02242 | MGAL | 479.00 | 479.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0250 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 15,090.00 | 15,090.000 | 14,127.000 | 14,127.000 | 6.64 | 93,803.28 | |||
| 0255 | REMOVE FENCE | 02265 | LF | 6,353.00 | 6,353.000 | 6,717.900 | 6,717.900 | 1.73 | 11,621.96 | |||
| 0260 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 5.00 | 6.000 | 1.000 | 11.000 | 12.000 | 3,369.71 | 3,369.71 | 40,436.52 | |
| 0265 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 11.00 | 12.000 | 2.000 | 11.000 | 13.000 | 982.26 | 1,964.52 | 12,769.38 | |
| 0270 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 641.41 | 0.00 | |||
| 0275 | REMOVE GUARDRAIL | 02381 | LF | 6,409.00 | 7,748.000 | 887.500 | 6,437.500 | 7,325.000 | 1.52 | 1,349.00 | 11,134.00 | |
| 0280 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 3,440.20 | 20,641.20 | |||
| 0285 | TEMP GUARDRAIL | 02397 | LF | 3,200.00 | 3,200.000 | 37.500 | 3,950.000 | 3,987.500 | 10.84 | 406.50 | 43,224.50 | |
| 0290 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 67.00 | 67.000 | 0.000 | 0.000 | 132.87 | 0.00 | |||
| 0295 | WITNESS POST | 02432 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 122.12 | 0.00 | |||
| 0300 | CHANNEL LINING CLASS II | 02483 | TON | 4,263.00 | 4,263.000 | 3,981.760 | 3,981.760 | 31.66 | 126,062.52 | |||
| 0305 | CHANNEL LINING CLASS III | 02484 | TON | 266.00 | 375.000 | 0.000 | 0.000 | 39.20 | 0.00 | |||
| 0310 | CLEARING AND GRUBBING (80 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 146,116.80 | 146,116.80 | |||
| 0315 | CONCRETE-CLASS B | 02555 | CUYD | 15.00 | 15.000 | 15.000 | 15.000 | 892.49 | 13,387.35 | |||
| 0320 | TEMPORARY SIGNS | 02562 | SQFT | 1,494.00 | 1,494.000 | 826.000 | 826.000 | 8.35 | 6,897.10 | |||
| 0325 | PROJECT CPM SCHEDULE | 02570 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 12,132.00 | 9,099.00 | |||
| 0330 | EDGE KEY (REVISED 1-18-2022) | 02585 | LF | 864.00 | 864.000 | 100.000 | 100.000 | 33.64 | 3,364.00 | |||
| 0335 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 2,638.00 | 2,638.000 | 0.000 | 0.000 | 2.19 | 0.00 | |||
| 0340 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 127,000.00 | 127,776.000 | 13,805.212 | 13,805.212 | 1.87 | 25,815.74 | |||
| 0345 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 10,150.00 | 10,314.000 | 6,244.749 | 6,244.749 | 2.00 | 12,489.49 | |||
| 0350 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,179,872.29 | 1,179,872.29 | |||
| 0355 | DIVERSIONS (BY-PASS DETOURS) M.O.T. TEMP RAMP 5 DIVERSION | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 602,602.52 | 602,602.52 | |||
| 0360 | DIVERSIONS (BY-PASS DETOURS) M.O.T. TEMP RAMP 7 DIVERSION | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 103,505.79 | 103,505.79 | |||
| 0365 | DIVERSIONS (BY-PASS DETOURS) M.O.T. TEMP RAMP 7A DIVERSION | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 43,967.43 | 0.00 | |||
| 0370 | LANE CLOSURE | 02653 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 0.01 | 0.02 | |||
| 0375 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 11.000 | 11.000 | 9,116.00 | 100,276.00 | |||
| 0380 | SAFELOADING | 02690 | CUYD | 86.00 | 86.000 | 47.000 | 47.000 | 375.00 | 17,625.00 | |||
| 0385 | SETTLEMENT PLATFORM | 02692 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,900.00 | 11,800.00 | |||
| 0390 | SHOULDER RUMBLE STRIPS | 02696 | LF | 34,494.00 | 38,523.000 | 24,161.000 | 24,161.000 | 0.20 | 4,832.20 | |||
| 0395 | TEMP SILT FENCE (REVISED 1-18-2022) | 02701 | LF | 30,961.00 | 30,961.000 | 6,311.500 | 6,311.500 | 2.68 | 16,914.82 | |||
| 0400 | SILT TRAP TYPE A | 02703 | EACH | 120.00 | 120.000 | 6.000 | 6.000 | 138.25 | 829.50 | |||
| 0405 | SILT TRAP TYPE B | 02704 | EACH | 120.00 | 120.000 | 141.000 | 141.000 | 164.48 | 23,191.68 | |||
| 0410 | SILT TRAP TYPE C | 02705 | EACH | 69.00 | 69.000 | 3.000 | 3.000 | 149.00 | 447.00 | |||
| 0415 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 465.00 | 465.000 | 3.000 | 3.000 | 0.01 | 0.03 | |||
| 0420 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 465.00 | 465.000 | 241.000 | 241.000 | 0.01 | 2.41 | |||
| 0425 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 159.00 | 159.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0430 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.840 | 0.840 | 177,375.00 | 148,995.00 | |||
| 0435 | REMOVE STRUCTURE EX. 6' X 5' RCBC @ I-65 STA. 664+84, 142 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 27,547.19 | 27,547.19 | |||
| 0440 | REMOVE STRUCTURE EX. 6' X 6' RCBC @ I-65 STA. 665+07, 122 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,856.89 | 9,856.89 | |||
| 0445 | REMOVE STRUCTURE EX. 8' X 5' RCBC @ I-65 STA. 665+07, 148 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,355.56 | 4,355.56 | |||
| 0450 | REMOVE STRUCTURE EX. KY 222 BRIDGE @ I-65 (STA. 664+60) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 147,600.00 | 147,600.00 | |||
| 0455 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,848.75 | 5,697.50 | |||
| 0460 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 1,950.70 | 5,852.10 | |||
| 0475 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 18,140.00 | 18,140.000 | 9,680.000 | 9,680.000 | 13.16 | 127,388.80 | |||
| 0480 | EROSION CONTROL BLANKET (REVISED 1-18-2022) | 05950 | SQYD | 23,828.00 | 23,828.000 | 124,058.150 | 124,058.150 | 1.65 | 204,695.94 | |||
| 0485 | TEMP MULCH | 05952 | SQYD | 494,339.00 | 494,339.000 | 457,186.000 | 457,186.000 | 0.20 | 91,437.20 | |||
| 0490 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 381,976.00 | 381,976.000 | 144,958.000 | 144,958.000 | 0.25 | 36,239.50 | |||
| 0495 | INITIAL FERTILIZER (REVISED 1-18-2022) | 05963 | TON | 27.00 | 27.000 | 18.569 | 18.569 | 950.00 | 17,640.55 | |||
| 0500 | MAINTENANCE FERTILIZER | 05964 | TON | 15.90 | 15.900 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 0505 | SEEDING AND PROTECTION (REVISED 1-18-2022) | 05985 | SQYD | 469,321.00 | 469,321.000 | 216,357.900 | 216,357.900 | 0.39 | 84,379.58 | |||
| 0510 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 35,266.00 | 35,266.000 | 64,776.890 | 64,776.890 | 0.39 | 25,262.98 | |||
| 0515 | AGRICULTURAL LIMESTONE (REVISED 1-18-2022) | 05992 | TON | 169.00 | 169.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0520 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 80.00 | 80.000 | 0.000 | 0.000 | 42.25 | 0.00 | |||
| 0525 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 42.25 | 0.00 | |||
| 0530 | STEEL POST MILE MARKERS | 06412 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 375.36 | 0.00 | |||
| 0535 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 8,000.00 | 8,000.000 | 193,717.160 | 193,717.160 | 0.34 | 65,863.83 | |||
| 0540 | PAVE STRIPING-PERM PAINT-4 IN (REVISED 1-18-2022) | 06514 | LF | 7,796.00 | 7,796.000 | 7,059.000 | 7,059.000 | 0.29 | 2,047.11 | |||
| 0545 | PAVE STRIPING-THERMO-4 IN Y | 06541 | LF | 5,688.00 | 5,688.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0550 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 39,065.00 | 39,065.000 | 7,979.370 | 7,979.370 | 1.35 | 10,772.14 | |||
| 0555 | PAVE STRIPING-THERMO-6 IN Y (REVISED 1-18-2022) | 06543 | LF | 31,591.00 | 31,591.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0560 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 5,216.00 | 5,216.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0565 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 463.00 | 463.000 | 976.000 | 976.000 | 15.00 | 14,640.00 | |||
| 0570 | PAVE MARKING-DOTTED LANE EXTEN (REVISED 1-18-2022) | 06572 | LF | 4,053.00 | 4,053.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0575 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 7.00 | 7.000 | 16.000 | 16.000 | 130.00 | 2,080.00 | |||
| 0580 | PAVE MARKING-THERMO CURV ARROW (REVISED 1-18-2022) | 06574 | EACH | 80.00 | 80.000 | 192.000 | 192.000 | 130.00 | 24,960.00 | |||
| 0585 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 10.00 | 10.000 | 19.000 | 19.000 | 275.00 | 5,225.00 | |||
| 0590 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 251.00 | 251.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0595 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | EACH | 1,004.00 | 1,004.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0600 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 110.00 | 110.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0605 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 256.00 | 256.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 0610 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 76.00 | 76.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 0615 | INLAID PAVEMENT MARKER-B W/R | 06613 | EACH | 229.00 | 229.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 0620 | INLAID PAVEMENT MARKER-B Y/R | 06614 | EACH | 116.00 | 116.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 0625 | FUEL ADJUSTMENT | 10020NS | DOLL | 250,479.00 | 250,479.000 | 181,139.470 | 181,139.470 | 1.00 | 181,139.47 | |||
| 0630 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 297,478.00 | 297,478.000 | 495,474.080 | 495,474.080 | 1.00 | 495,474.08 | |||
| 0635 | GRANULAR EMBANKMENT FOR POND STABILIZATION | 20072ES805 | TON | 135.00 | 135.000 | 0.000 | 0.000 | 19.37 | 0.00 | |||
| 0640 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | LF | 30.00 | 30.000 | 190.000 | 190.000 | 25.00 | 4,750.00 | |||
| 0645 | OBJECT MARKER TY 3 | 20191ED | EACH | 11.00 | 11.000 | 6.000 | 13.000 | 19.000 | 31.61 | 189.66 | 600.59 | |
| 0650 | LONGITUDINAL EDGE KEY (REVISED 1-18-2022) | 21289ED | LF | 5,960.00 | 5,960.000 | 10,805.000 | 10,805.000 | 4.09 | 44,192.45 | |||
| 0655 | LONGITUDINAL SAW CUT- 6 IN | 21370ED | LF | 7,665.00 | 7,665.000 | 3,388.000 | 3,388.000 | 0.90 | 3,049.20 | |||
| 0660 | CONC MEDIAN BARRIER TYPE 12C(50) | 21430ES508 | LF | 145.00 | 145.000 | 230.000 | 230.000 | 225.04 | 51,759.20 | |||
| 0665 | REMOVE PERF PIPE HEADWALL | 21597EN | EACH | 19.00 | 40.000 | 29.000 | 29.000 | 53.75 | 1,558.75 | |||
| 0670 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 5,675.00 | 7,035.000 | 1,387.500 | 6,617.250 | 8,004.750 | 29.99 | 41,611.12 | 240,062.45 | |
| 0675 | REMOVE CONC MEDIAN BARRIER | 21935EN | LF | 321.00 | 321.000 | 496.500 | 496.500 | 127.00 | 63,055.50 | |||
| 0680 | PAVEMENT MARKING-THERMO LETTERS FOR CAR | 22692NS714 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0685 | PAVEMENT MARKING-THERMO LETTERS FOR TRUCK | 22692NS714 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0690 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 26,977.00 | 26,977.000 | 7,500.000 | 7,500.000 | 6.00 | 45,000.00 | |||
| 0695 | TURF REINFORCEMENT MAT 3 | 23276EN11F | SQYD | 59.00 | 59.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0700 | STAMPED CONCRETE RED | 23379EC | SQYD | 2,543.00 | 2,543.000 | 0.000 | 0.000 | 87.29 | 0.00 | |||
| 0705 | DRAIN POND | 23649EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,348.20 | 3,348.20 | |||
| 0710 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 7,902.00 | 7,902.000 | 176.000 | 176.000 | 4.00 | 704.00 | |||
| 0715 | PIPELINE INSPECTION | 24814EC | LF | 5,817.00 | 5,817.000 | 1,242.900 | 1,242.900 | 2.05 | 2,547.94 | |||
| 0720 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,993.22 | 11,972.88 | |||
| 0725 | BORE AND JACK PIPE-54 IN | 25116EC | LF | 175.00 | 175.000 | 169.000 | 169.000 | 1,397.00 | 236,093.00 | |||
| 0730 | PORTABLE QUEUE WARNING ALERT SYSTEM | 26136EC | MONT | 27.00 | 27.000 | 23.000 | 23.000 | 5,352.35 | 123,104.05 | |||
| 0735 | QUEUE WARNING PCMS | 26137EC | MONT | 108.00 | 108.000 | 92.000 | 92.000 | 0.01 | 0.92 | |||
| 0740 | QUEUE WARNING PORTABLE RADAR SENSORS | 26138EC | MONT | 108.00 | 108.000 | 92.000 | 92.000 | 0.01 | 0.92 | |||
| 1385 | KPDES PERMIT AND TEMP EROSION CONTROL (ADDED 1-18-2022) | 23143ED | LS | 1.00 | 1.000 | 0.520 | 0.520 | 34,799.90 | 18,095.94 | |||
| 1390 | PAVE MARKING-THERMO ONLY (ADDED 1-18-2022) | 06576 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 1400 | CRASH CUSHION TY VI CLASS BT TL3 (ADDED 1-21-2022) | 08903 | EACH | 7.00 | 7.000 | 4.000 | 4.000 | 5,771.82 | 23,087.28 | |||
| 8001 | HIGH STRENGTH GEOTEXTILE FABRIC TY V used in saturated areas under rock embankment | 22861EN | SQYD | 0.00 | 4,000.000 | 6,346.680 | 6,346.680 | 4.31 | 27,354.19 | |||
| 8006 | EW~ EW for temp 72" pipe August 2022 | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 85,793.35 | 85,793.35 | |||
| 8007 | EW~ T&M for temp 72" install July 2022 | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 160,072.01 | 160,072.01 | |||
| 8008 | EW~ T&M 72" pipe June 2022 | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 22,009.53 | 22,009.53 | |||
| 8015 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 64,771.070 | 64,771.070 | 1.00 | 64,771.07 | |||
| 8026 | CONC MEDIAN BARRIER TYPE 12C2-50 IN constant 6' width along bridge pier | 21288ND | LF | 0.00 | 180.000 | 180.000 | 180.000 | 301.34 | 54,241.20 | |||
| 8027 | REMOVE CONCRETE MEDIAN wide concrete median barrier @ old bridge | 02006 | LF | 0.00 | 269.000 | 0.000 | 0.000 | 199.50 | 0.00 | |||
| 8028 | CONC MEDIAN BARRIER TYPE 12C MOD Transition from 12" wide to 6' wide | 03147 | LF | 0.00 | 250.000 | 300.000 | 300.000 | 301.34 | 90,402.00 | |||
| 8029 | REMOVE CONC MEDIAN BARRIER variable width wall @ old interchange bridge I65 | 21935EN | LF | 0.00 | 196.000 | 196.000 | 196.000 | 199.50 | 39,102.00 | |||
| 8030 | OSS GALV STEEL 80 FT TRUSS Overhead sign truss | 06479 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 209,716.58 | 0.00 | |||
| 8031 | STAKING Staking for overhead truss sign | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,575.00 | 1,575.00 | |||
| 8032 | MAINTAIN & CONTROL TRAFFIC Price per day | 21741NC | EACH | 0.00 | 42.000 | 50.000 | 50.000 | 2,131.92 | 106,596.00 | |||
| 8033 | LANE CLOSURE I 65 lane closures | 02653 | EACH | 0.00 | 6.000 | 4.000 | 4.000 | 3,553.20 | 14,212.80 | |||
| 8034 | MAINTAIN & CONTROL TRAFFIC Rolling roadblock for setting the overhead sign truss across | 21741NC | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 4,263.84 | 0.00 | |||
| 8035 | MOBILIZATION Setting and picking up temp barrier wall. | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,040.00 | 5,040.00 | |||
| Project | DE04700652154 | Fed/State Project Number | NHPPIM 0654 (041) | Category | 0003 DRAINAGE | |||||||
| 0745 | ENTRANCE PIPE-15 IN (REVISED 1-18-2022) | 00440 | LF | 1,098.00 | 1,098.000 | 752.000 | 752.000 | 57.67 | 43,367.84 | |||
| 0750 | ENTRANCE PIPE-18 IN (REVISED 1-18-2022) | 00441 | LF | 163.00 | 163.000 | 200.000 | 200.000 | 73.90 | 14,780.00 | |||
| 0755 | CULVERT PIPE-12 IN | 00460 | LF | 56.00 | 56.000 | 38.000 | 38.000 | 59.58 | 2,264.04 | |||
| 0760 | CULVERT PIPE-15 IN | 00461 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 57.53 | 2,876.50 | |||
| 0765 | CULVERT PIPE-18 IN | 00462 | LF | 1,099.00 | 1,202.000 | 1,180.000 | 1,180.000 | 54.64 | 64,475.20 | |||
| 0770 | CULVERT PIPE-24 IN | 00464 | LF | 349.00 | 371.000 | 375.000 | 375.000 | 99.39 | 37,271.25 | |||
| 0775 | CULVERT PIPE-30 IN | 00466 | LF | 150.00 | 150.000 | 150.000 | 150.000 | 108.70 | 16,305.00 | |||
| 0780 | CULVERT PIPE-36 IN | 00468 | LF | 105.00 | 128.000 | 123.000 | 123.000 | 132.07 | 16,244.61 | |||
| 0785 | CULVERT PIPE-42 IN | 00469 | LF | 135.00 | 135.000 | 135.000 | 135.000 | 184.96 | 24,969.60 | |||
| 0790 | CULVERT PIPE-48 IN | 00470 | LF | 248.00 | 248.000 | 225.000 | 225.000 | 202.67 | 45,600.75 | |||
| 0795 | CULVERT PIPE-54 IN | 00471 | LF | 550.00 | 550.000 | 595.000 | 595.000 | 260.38 | 154,926.10 | |||
| 0800 | CULVERT PIPE-72 IN | 00474 | LF | 319.00 | 319.000 | 319.000 | 319.000 | 407.57 | 130,014.83 | |||
| 0805 | STORM SEWER PIPE-15 IN | 00521 | LF | 229.00 | 229.000 | 225.000 | 225.000 | 42.93 | 9,659.25 | |||
| 0810 | STORM SEWER PIPE-18 IN (REVISED 1-25-2022) | 00522 | LF | 1,394.00 | 1,394.000 | 889.830 | 889.830 | 53.38 | 47,499.12 | |||
| 0815 | STORM SEWER PIPE-36 IN | 00528 | LF | 134.00 | 134.000 | 214.500 | 214.500 | 176.85 | 37,934.32 | |||
| 0820 | STORM SEWER PIPE-54 IN | 00531 | LF | 269.00 | 269.000 | 100.000 | 100.000 | 186.62 | 18,662.00 | |||
| 0830 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0835 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 1.00 | 2.000 | 3.000 | 3.000 | 4,000.00 | 12,000.00 | |||
| 0840 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 0845 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 0850 | PIPE CULVERT HEADWALL-60 IN | 01220 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0855 | METAL END SECTION TY 3-15 IN | 01390 | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 1,000.00 | 24,000.00 | |||
| 0860 | METAL END SECTION TY 3-18 IN | 01391 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 1,200.00 | 7,200.00 | |||
| 0865 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 4.00 | 8.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0870 | S & F BOX INLET-OUTLET-18 IN SLOPED & FLARED HEADWALL -18" | 01450 | EACH | 8.00 | 8.000 | 13.000 | 13.000 | 3,600.00 | 46,800.00 | |||
| 0875 | S & F BOX INLET-OUTLET-24 IN SLOPED & FLARED HEADWALL - 24" | 01451 | EACH | 8.00 | 8.000 | 9.000 | 9.000 | 5,500.00 | 49,500.00 | |||
| 0880 | CURB BOX INLET TYPE B | 01480 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 4,700.00 | 0.00 | |||
| 0885 | CURB BOX INLET TYPE F | 01487 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,700.00 | 4,700.00 | |||
| 0890 | DROP BOX INLET TYPE 1 | 01490 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 5,000.00 | 20,000.00 | |||
| 0895 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,200.00 | 5,200.00 | |||
| 0900 | DROP BOX INLET TYPE 3 | 01496 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 5,200.00 | 15,600.00 | |||
| 0905 | DROP BOX INLET TYPE 5F | 01517 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 5,500.00 | 22,000.00 | |||
| 0910 | DROP BOX INLET TYPE 7 | 01538 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 8,000.00 | 16,000.00 | |||
| 0915 | JUNCTION BOX-24 IN | 01643 | EACH | 1.00 | 2.000 | 1.000 | 1.000 | 2,700.00 | 2,700.00 | |||
| 0920 | JUNCTION BOX-30 IN | 01644 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,800.00 | 3,800.00 | |||
| 0925 | JUNCTION BOX-36 IN | 01645 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,800.00 | 7,600.00 | |||
| 0930 | JUNCTION BOX-54 IN | 01648 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0935 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 4,673.00 | 4,673.000 | 2,759.040 | 2,759.040 | 2.00 | 5,518.08 | |||
| 0940 | REMOVE HEADWALL | 02625 | EACH | 8.00 | 14.000 | 10.000 | 10.000 | 365.50 | 3,655.00 | |||
| 0945 | SAFELOADING | 02690 | CUYD | 5.00 | 5.000 | 28.000 | 28.000 | 375.00 | 10,500.00 | |||
| 0950 | BORE & JACK PIPE (REVISED 1-25-2022) | 20211ES706 | LF | 175.00 | 175.000 | 70.000 | 70.000 | 496.00 | 34,720.00 | |||
| 0955 | PIPE CULVERT HEADWALL-54 IN (REVISED 1-25-2022) | 24026EC | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 6,000.00 | 12,000.00 | |||
| 1395 | JUNCTION BOX-18 IN (ADDED 1-18-2022) | 01642 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,100.00 | 2,100.00 | |||
| 1405 | PIPE CULVERT HEADWALL-72 IN (ADDED 1-25-2022) | 24025EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 13,500.00 | 27,000.00 | |||
| 1410 | METAL END SECTION TY 3-36 IN (ADDED 1-25-2022) | 01395 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 8005 | EW~ Force Account for 30" RCBC extension | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 18,202.52 | 18,202.52 | |||
| 8020 | DROP BOX INLET TYPE 15 KY 222 Rt. Station 117+50 | 01580 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 2,940.00 | 0.00 | |||
| 8022 | JUNCTION BOX 72" junction box added due to slope instabiility | 01650 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 12,085.59 | 0.00 | |||
| 8025 | FLUME INLET TYPE 2 | 01691 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 6,615.00 | 13,230.00 | |||
| Project | DE04700652154 | Fed/State Project Number | NHPPIM 0654 (041) | Category | 0004 BRIDGE - #26569 | |||||||
| 0960 | GRANULAR EMBANKMENT | 02223 | CUYD | 12,770.00 | 13,282.000 | 13,282.000 | 13,282.000 | 48.00 | 637,536.00 | |||
| 0965 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 827.00 | 827.000 | 827.000 | 827.000 | 55.00 | 45,485.00 | |||
| 0970 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 367.60 | 367.600 | 373.200 | 373.200 | 85.00 | 31,722.00 | |||
| 0975 | FOUNDATION PREPARATION BRIDGE OVER I-65 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 53,500.00 | 53,500.00 | |||
| 0980 | RETAINING WALL | 08018 | SQFT | 16,223.00 | 17,005.000 | 17,005.000 | 17,005.000 | 63.20 | 1,074,716.00 | |||
| 0985 | TEST PILES | 08033 | LF | 207.00 | 207.000 | 207.000 | 207.000 | 120.00 | 24,840.00 | |||
| 0990 | PRE-DRILLING FOR PILES | 08039 | LF | 9,796.00 | 9,796.000 | 6,631.090 | 6,631.090 | 80.00 | 530,487.20 | |||
| 0995 | PILES-STEEL HP12X53 | 08046 | LF | 3,908.00 | 3,908.000 | 4,719.675 | 4,719.675 | 71.00 | 335,096.92 | |||
| 1000 | PILES-STEEL HP14X89 | 08051 | LF | 5,682.00 | 5,682.000 | 6,223.357 | 6,223.357 | 125.00 | 777,919.62 | |||
| 1005 | PILE POINTS-12 IN | 08094 | EACH | 90.00 | 90.000 | 90.000 | 90.000 | 142.00 | 12,780.00 | |||
| 1010 | PILE POINTS-14 IN | 08095 | EACH | 80.00 | 80.000 | 80.000 | 80.000 | 168.00 | 13,440.00 | |||
| 1015 | CONCRETE-CLASS A | 08100 | CUYD | 921.50 | 921.500 | 829.000 | 829.000 | 697.00 | 577,813.00 | |||
| 1020 | CONCRETE-CLASS AA | 08104 | CUYD | 1,244.50 | 1,244.500 | 1,244.500 | 1,244.500 | 792.00 | 985,644.00 | |||
| 1025 | STEEL REINFORCEMENT | 08150 | LB | 103,424.00 | 103,424.000 | 97,765.000 | 97,765.000 | 1.31 | 128,072.15 | |||
| 1030 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 426,291.00 | 426,291.000 | 426,291.000 | 426,291.000 | 1.44 | 613,859.04 | |||
| 1035 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 3,826.00 | 3,826.000 | 3,826.000 | 3,826.000 | 464.00 | 1,775,264.00 | |||
| 1040 | CONCRETE SEALING | 23378EC | SQFT | 56,479.00 | 0.000 | 36,243.000 | 36,243.000 | 1.39 | 50,377.77 | |||
| 1045 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 388.00 | 388.000 | 438.000 | 438.000 | 101.00 | 44,238.00 | |||
| 1050 | INTERMEDIATE FOUNDATION IMPROVEMENTS | 26160EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,182,100.00 | 1,182,100.00 | |||
| 1055 | INT FDN IMPROVEMENT VERIFICATION TESTING | 26161EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,100.00 | 8,100.00 | |||
| 8010 | MASONRY COATING | 02998 | SQYD | 0.00 | 6,275.400 | 6,275.400 | 6,275.400 | 14.70 | 92,248.38 | |||
| 8023 | EW~ redi-rock retaining wall to protect signal poles on bridge | 10093EX | LF | 0.00 | 214.000 | 214.000 | 214.000 | 159.59 | 34,152.26 | |||
| Project | DE04700652154 | Fed/State Project Number | NHPPIM 0654 (041) | Category | 0005 BRIDGE - CULVERT #27218 | |||||||
| 1060 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 5.20 | 5.200 | 0.330 | 0.330 | 220.00 | 72.60 | |||
| 1065 | FOUNDATION PREPARATION (27218) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,945.00 | 2,945.00 | |||
| 1070 | CONCRETE-CLASS A | 08100 | CUYD | 46.60 | 46.600 | 44.940 | 44.940 | 1,270.00 | 57,073.80 | |||
| 1075 | STEEL REINFORCEMENT | 08150 | LB | 3,076.00 | 3,076.000 | 2,927.520 | 2,927.520 | 1.32 | 3,864.32 | |||
| Project | DE04700652154 | Fed/State Project Number | NHPPIM 0654 (041) | Category | 0006 BRIDGE - CULVERT #27219 | |||||||
| 1080 | FOUNDATION PREPARATION (27219) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,610.00 | 7,610.00 | |||
| 1085 | CONCRETE-CLASS A | 08100 | CUYD | 89.60 | 89.600 | 89.600 | 89.600 | 875.00 | 78,400.00 | |||
| 1090 | STEEL REINFORCEMENT | 08150 | LB | 7,485.00 | 7,485.000 | 7,485.000 | 7,485.000 | 1.32 | 9,880.20 | |||
| Project | DE04700652154 | Fed/State Project Number | NHPPIM 0654 (041) | Category | 0007 BRIDGE - CULVERT #27220 | |||||||
| 1095 | FOUNDATION PREPARATION (27220) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,940.00 | 8,940.00 | |||
| 1100 | CONCRETE-CLASS A | 08100 | CUYD | 82.30 | 87.830 | 87.830 | 87.830 | 930.00 | 81,681.90 | |||
| 1105 | STEEL REINFORCEMENT | 08150 | LB | 7,412.00 | 7,910.000 | 7,910.000 | 7,910.000 | 1.32 | 10,441.20 | |||
| 8000 | FOUNDATION PREPARATION 9' additon to culvert as needed for road widening | 08003 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 645.12 | 645.12 | |||
| Project | DE04700652154 | Fed/State Project Number | NHPPIM 0654 (041) | Category | 0008 BRIDGE - CULVERT #27221 | |||||||
| 1110 | FOUNDATION PREPARATION (27221) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,000.00 | 11,000.00 | |||
| 1115 | CONCRETE-CLASS A | 08100 | CUYD | 163.10 | 163.100 | 163.100 | 163.100 | 840.00 | 137,004.00 | |||
| 1120 | STEEL REINFORCEMENT | 08150 | LB | 13,881.00 | 13,881.000 | 13,881.000 | 13,881.000 | 1.32 | 18,322.92 | |||
| Project | DE04700652154 | Fed/State Project Number | NHPPIM 0654 (041) | Category | 0009 BRIDGE - CULVERT #27222 | |||||||
| 1125 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 3.10 | 3.100 | 0.110 | 0.110 | 185.00 | 20.35 | |||
| 1130 | FOUNDATION PREPARATION (27223) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,750.00 | 2,750.00 | |||
| 1135 | CONCRETE-CLASS A | 08100 | CUYD | 58.60 | 58.600 | 58.600 | 58.600 | 1,100.00 | 64,460.00 | |||
| 1140 | STEEL REINFORCEMENT | 08150 | LB | 4,305.00 | 4,305.000 | 4,305.000 | 4,305.000 | 1.32 | 5,682.60 | |||
| Project | DE04700652154 | Fed/State Project Number | NHPPIM 0654 (041) | Category | 0010 BRIDGE - CULVERT #27223 | |||||||
| 1145 | FOUNDATION PREPARATION (27223) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,300.00 | 9,300.00 | |||
| 1150 | CONCRETE-CLASS A | 08100 | CUYD | 134.20 | 134.200 | 134.200 | 134.200 | 900.00 | 120,780.00 | |||
| 1155 | STEEL REINFORCEMENT | 08150 | LB | 9,514.00 | 9,514.000 | 9,514.000 | 9,514.000 | 1.32 | 12,558.48 | |||
| Project | DE04700652154 | Fed/State Project Number | NHPPIM 0654 (041) | Category | 0011 SIGNING | |||||||
| 1160 | REFERENCE MARKER | 04903 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 297.65 | 0.00 | |||
| 1165 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 180.00 | 180.000 | 0.000 | 0.000 | 34.90 | 0.00 | |||
| 1170 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 686.00 | 686.000 | 615.360 | 615.360 | 25.90 | 15,937.82 | |||
| 1175 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 412.00 | 412.000 | 184.000 | 184.000 | 40.43 | 7,439.12 | |||
| 1180 | STEEL POST TYPE 1 | 06410 | LF | 1,632.00 | 1,632.000 | 1,189.600 | 1,189.600 | 25.36 | 30,168.25 | |||
| 1185 | GMSS GALV STEEL TYPE C | 06441 | LB | 3,820.00 | 3,820.000 | 0.000 | 0.000 | 4.44 | 0.00 | |||
| 1190 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 235.63 | 0.00 | |||
| 1195 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 12.00 | 12.000 | 6.960 | 6.960 | 2,100.00 | 14,616.00 | |||
| 1200 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 904.00 | 904.000 | 604.600 | 604.600 | 1.50 | 906.90 | |||
| 1205 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 750.65 | 0.00 | |||
| 1210 | ROADWAY CROSS SECTION | 20419ND | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 25.36 | 0.00 | |||
| 1215 | REMOVE SIGN | 21373ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1220 | GMSS TYPE D | 21596ND | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,920.96 | 0.00 | |||
| 1225 | BARCODE SIGN INVENTORY | 24631EC | EACH | 198.00 | 198.000 | 0.000 | 0.000 | 5.23 | 0.00 | |||
| Project | DE04700652154 | Fed/State Project Number | NHPPIM 0654 (041) | Category | 0012 SIGNALIZATION | |||||||
| 1230 | TRENCHING AND BACKFILLING | 04820 | LF | 240.00 | 240.000 | 0.000 | 0.000 | 5.86 | 0.00 | |||
| 1235 | CABLE-NO. 14/7C | 04845 | LF | 7,700.00 | 7,700.000 | 8,541.000 | 8,541.000 | 4.04 | 34,505.64 | |||
| 1240 | MESSENGER-15400 LB | 04886 | LF | 1,910.00 | 1,910.000 | 1,698.000 | 1,698.000 | 9.07 | 15,400.86 | |||
| 1245 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 1,784.37 | 21,412.44 | |||
| 1250 | INSTALL SPAN MOUNTED SIGN | 06472 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 371.70 | 1,115.10 | |||
| 1255 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 37.00 | 37.000 | 38.000 | 38.000 | 255.82 | 9,721.16 | |||
| 1260 | INSTALL LED SIGNAL-5 SECTION | 20189NS835 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 306.98 | 920.94 | |||
| 1265 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,426.36 | 7,279.08 | |||
| 1270 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 48.00 | 48.000 | 50.390 | 50.390 | 1,964.72 | 99,002.24 | |||
| 1275 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 240.00 | 240.000 | 0.000 | 0.000 | 14.17 | 0.00 | |||
| 1280 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 7,259.80 | 21,779.40 | |||
| 1285 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 1,621.64 | 0.00 | |||
| 1290 | INSTALL RADAR ADVANCE DETECTOR TYPE B | 26120EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,621.64 | 0.00 | |||
| Project | DE04700652154 | Fed/State Project Number | NHPPIM 0654 (041) | Category | 0013 LIGHTING | |||||||
| 1295 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 10.00 | 12.000 | 12.000 | 12.000 | 46,871.33 | 562,455.96 | |||
| 1300 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 26,096.29 | 52,192.58 | |||
| 1305 | CONDUIT-3 IN | 04797 | LF | 1,100.00 | 1,100.000 | 1,626.000 | 1,626.000 | 44.21 | 71,885.46 | |||
| 1310 | MARKER | 04800 | EACH | 18.00 | 22.000 | 22.000 | 22.000 | 361.86 | 7,960.92 | |||
| 1315 | TRENCHING AND BACKFILLING | 04820 | LF | 5,600.00 | 6,400.000 | 6,121.000 | 6,121.000 | 5.86 | 35,869.06 | |||
| 1320 | CABLE-NO. 8/3C DUCTED | 04860 | LF | 3,900.00 | 9,500.000 | 9,953.000 | 9,953.000 | 9.18 | 91,368.54 | |||
| 1325 | POLE 45 FT WOODEN | 04873 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 812.42 | 0.00 | |||
| 1330 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 0.800 | 0.800 | 21,947.07 | 17,557.65 | |||
| 1335 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,250.49 | 2,500.98 | |||
| 1340 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,572.80 | 5,145.60 | |||
| 1345 | MAINTAIN LIGHTING | 20410ED | LS | 1.00 | 1.000 | 0.750 | 0.750 | 11,277.98 | 8,458.48 | |||
| 1350 | BORE AND JACK CONDUIT | 21543EN | LF | 1,100.00 | 1,100.000 | 607.000 | 607.000 | 25.73 | 15,618.11 | |||
| 1355 | POLE BASE-HIGH MAST | 23161EN | CUYD | 100.00 | 120.000 | 120.000 | 120.000 | 1,560.07 | 187,208.40 | |||
| 1360 | HIGH MAST LED LUMINAIRE | 24749EC | EACH | 46.00 | 54.000 | 54.000 | 54.000 | 1,655.04 | 89,372.16 | |||
| 1365 | CABLE-NO. 10/3C DUCTED | 24851EC | LF | 6,000.00 | 6,000.000 | 6,525.000 | 6,525.000 | 8.20 | 53,505.00 | |||
| Project | DE04700652154 | Fed/State Project Number | NHPPIM 0654 (041) | Category | 0014 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1370 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 927,554.71 | 927,554.71 | |||
| 1375 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 539,112.50 | 0.00 | |||
| Project | DE04700652154 | Fed/State Project Number | NHPPIM 0654 (041) | Category | 0015 TRAINEES | |||||||
| 1380 | TRAINEE PAYMENT REIMBURSEMENT 1-GROUP 2, 3 OR 4 OPERATOR | 02742 | HOUR | 1,400.00 | 1,400.000 | 1,400.000 | 1,400.000 | 1.08 | 1,512.00 | |||
| SUBTOT | $340,438.51 |
$38,552,944.07 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1245-1-0I |
TRAFFIC INCIDENTAL | EACH |
9.00 | 0006 | $856.509000 | $7,708.58 | ||||||
1295-1-0I |
TRAFFIC INCIDENTAL | EACH |
10.00 | 0006 | $24741.419000 | $247,414.19 | ||||||
1300-1-0I |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0006 | $7592.780000 | $7,592.78 | ||||||
1355-1-0I |
STEEL REINUN 615GR40 | EACH |
10.00 | 0006 | $1863.170000 | $18,631.70 | ||||||
0995-1-0I |
PILES | LF |
3,908.00 | 0008 | $40.028250 | $156,430.40 | ||||||
1000-1-0I |
PILES | LF |
5,682.00 | 0008 | $65.877940 | $374,318.45 | ||||||
1005-1-0I |
PILE POINTS | EACH |
90.00 | 0008 | $112.683300 | $10,141.49 | ||||||
1010-1-0I |
PILE POINTS | EACH |
80.00 | 0008 | $133.628900 | $10,690.31 | ||||||
1035-1-0I |
I BEAM, TYPE 4 | LF |
3,825.60 | 0009 | $314.727780 | $1,204,022.59 | ||||||
0980-1-0I |
REINFORCING TIE STR | SF |
16,126.57 | 0010 | $4.007860 | $64,633.03 | ||||||
1360-1-0I |
WIRE, ELECTRICAL | EACH |
46.00 | 0011 | $1064.950000 | $48,987.70 | ||||||
1295-2-0I |
TRAFFIC INCIDENTAL | EACH |
10.00 | 0012 | $6021.236000 | $60,212.35 | ||||||
0995-1-0A |
PILES | LF |
1,529.46 | 0013 | $40.028250 | $-61,221.81 | ||||||
1005-1-0A |
PILE POINTS | EACH |
28.00 | 0013 | $112.683300 | $-3,155.13 | ||||||
0995-1-0A |
PILES | LF |
2,238.16 | 0014 | $40.028250 | $-89,589.63 | ||||||
1005-1-0A |
PILE POINTS | EACH |
44.00 | 0014 | $112.683300 | $-4,958.06 | ||||||
0995-1-0A |
PILES | LF |
140.37 | 0015 | $40.028250 | $-5,618.96 | ||||||
1005-1-0A |
PILE POINTS | EACH |
18.00 | 0015 | $112.683300 | $-2,028.30 | ||||||
1000-1-0A |
PILES | LF |
1,855.71 | 0021 | $65.877940 | $-122,250.35 | ||||||
1010-1-0A |
PILE POINTS | EACH |
40.00 | 0021 | $133.628900 | $-5,345.15 | ||||||
1000-1-0A |
PILES | LF |
1,161.62 | 0022 | $65.877940 | $-76,525.13 | ||||||
0980-1-0A |
REINFORCING TIE STR | SF |
1,233.75 | 0023 | $4.007860 | $-4,944.70 | ||||||
0980-1-0A |
REINFORCING TIE STR | SF |
3,082.90 | 0024 | $4.007860 | $-12,355.83 | ||||||
0980-1-0A |
REINFORCING TIE STR | SF |
1,990.00 | 0025 | $4.007860 | $-7,975.64 | ||||||
0980-1-0A |
REINFORCING TIE STR | SF |
1,337.26 | 0026 | $4.007860 | $-5,359.55 | ||||||
1000-1-0A |
PILES | LF |
604.33 | 0026 | $65.877940 | $-39,812.01 | ||||||
1010-1-0A |
PILE POINTS | EACH |
12.00 | 0026 | $133.628900 | $-1,603.55 | ||||||
1000-1-0A |
PILES | LF |
1,442.57 | 0027 | $65.877940 | $-95,034.00 | ||||||
1010-1-0A |
PILE POINTS | EACH |
4.00 | 0027 | $133.628900 | $-534.52 | ||||||
0980-1-0A |
REINFORCING TIE STR | SF |
510.80 | 0028 | $4.007860 | $-2,047.21 | ||||||
1035-1-0A |
I BEAM, TYPE 4 | LF |
1,912.70 | 0028 | $314.727780 | $-601,979.82 | ||||||
0980-1-0A |
REINFORCING TIE STR | SF |
2,463.94 | 0029 | $4.007860 | $-9,875.13 | ||||||
1000-1-0A |
PILES | LF |
617.76 | 0029 | $65.877940 | $-40,696.96 | ||||||
1010-1-0A |
PILE POINTS | EACH |
24.00 | 0029 | $133.628900 | $-3,207.09 | ||||||
0980-1-0A |
REINFORCING TIE STR | SF |
4,399.80 | 0030 | $4.007860 | $-17,633.78 | ||||||
0980-1-0A |
REINFORCING TIE STR | SF |
1,108.12 | 0031 | $4.007860 | $-4,441.19 | ||||||
1035-1-0A |
I BEAM, TYPE 4 | LF |
1,912.90 | 0032 | $314.727780 | $-602,042.77 | ||||||
1245-1-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0032 | $856.509000 | $-3,426.04 | ||||||
1245-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0033 | $856.509000 | $-2,569.53 | ||||||
1355-1-0A |
STEEL REINUN 615GR40 | EACH |
10.00 | 0033 | $1863.170000 | $-18,631.70 | ||||||
1245-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0034 | $856.509000 | $-856.51 | ||||||
1245-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0040 | $856.509000 | $-856.50 | ||||||
1300-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0043 | $7592.780000 | $-7,592.78 | ||||||
1295-2-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0044 | $6021.236000 | $-24,084.94 | ||||||
1295-1-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0044 | $24741.419000 | $-98,965.68 | ||||||
1360-1-0A |
WIRE, ELECTRICAL | EACH |
9.54 | 0044 | $1064.950000 | $-10,159.62 | ||||||
1360-1-0A |
WIRE, ELECTRICAL | EACH |
4.24 | 0049 | $1064.950000 | $-4,515.39 | ||||||
1360-1-0A |
WIRE, ELECTRICAL | EACH |
5.30 | 0050 | $1064.950000 | $-5,644.23 | ||||||
1295-2-0A |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0053 | $6021.236000 | $-30,106.18 | ||||||
1295-1-0A |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0053 | $24741.419000 | $-123,707.10 | ||||||
1360-1-0A |
WIRE, ELECTRICAL | EACH |
25.44 | 0053 | $1064.950000 | $-27,092.33 | ||||||
1295-2-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0054 | $6021.236000 | $-6,021.23 | ||||||
1295-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0054 | $24741.419000 | $-24,741.41 | ||||||
1360-1-0A |
WIRE, ELECTRICAL | EACH |
1.48 | 0054 | $1064.950000 | $-1,576.13 | ||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE04700652155 | Fed/State Project Number | NHPPIM 0654 (041) | Category | 0016 FEDERAL NON-PARTICIPATING | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 8021 | CURB BOX INLET TYPE B | 01480 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 1,805.18 | 0.00 | |||
| SUBTOT | $0.00 |
$38,552,944.07 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||