| Contract ID: | 220123 | Estimate Number: | 0026 | Contract No: | N73358 | |||
| Residency: | CIRCUIT ENGR. DISTRICT # 2 (01017) | Estimate Type: | Progressive | Account No: | 434100 | |||
| Project Number(s): | CIRB-231C(050)RB | ||||||||||||
| Primary Job Piece No: | 31283(04) | ||||||||||||
| Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE COUNTY ROAD (E CR 1240/POSSUM HOLLOW ROAD): FROM THE SH-26 JUNCTION, EXTEND EAST NEAR KEOTA. PROJECT LENGTH = 4.939 MILES | ||||||||||||
| Primary County: | HASKELL | ||||||||||||
| Name of Road: | COUNTY ROAD | ||||||||||||
| Prime Contractor: | Robinson Construction, LLC | ||||||||||||
| 210 B DEWEY AVE | |||||||||||||
| POTEAU , OK 74953 | |||||||||||||
| Surety Company: | MERCHANTS BONDING COMPANY | ||||||||||||
| Date Let: | 06/16/2022 | NTP Effective Date: | 11/07/2022 | Pay Period: | 07/01/2024 TO 07/15/2024 |
| Date Awarded: | 07/11/2022 | Date Work Began: | 05/15/2023 | Original Contract Time: | 360 |
| Date Contract Executed: | 07/19/2022 | Date Time Stopped: | Current Time Charged: | 355.00 | |
| Date NTP Issued: | 07/26/2022 | Completion Date: | Current Time Allowed: | 360.00 | |
| General Liability Expires: | 06/01/2025 | Workman's Comp Expires: | 06/01/2025 | Percent Time Used: | 98.61 % |
| Specification Year: | 2019 | Date Approved: | 07/18/2024 | ||
| Bid Amount: | $9,384,722.17 | Total to Date | Prev to Date | This Estimate | |||
| Funds Available (Bid + Positive C/O): | $9,384,722.17 | Participating: | $0.00 | $0.00 | $0.00 | ||
| Percent Complete: | 82.45 % | Non Participating: | $8,082,167.41 | $7,971,674.32 | $110,493.09 | ||
| Unearned Balance: | $1,647,251.26 | Total Earnings: | $8,082,167.41 | $7,971,674.32 | $110,493.09 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $8,082,167.41 | $7,971,674.32 | $110,493.09 | ||||
| Other Adjustments: | $-344,696.50 | $-297,346.50 | $-47,350.00 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $7,737,470.91 | $7,674,327.82 | $63,143.09 | ||||
| Contract ID: | 220123 | Estimate Number: | 0026 | Primary JP: | 31283(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | ADD PAVEMENT EDGE DRAINS | Approved | 04/23/2024 | 0.0 | $-7.81 |
| 002 | ADD W.W.F. - RECONCILE EXCAVATION | Pending | 0 | 0.0 | $-6,745.11 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| No material stockpiles have been created for this contract. | Subtotals For Stockpile Payments | $0.00 | |||
| LIQUIDATED DAMAGES HISTORY | |||||||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
| No liquidated damages have been assessed on this contract. | Subtotals For Liquidated Damages | $ | |||||||
| CONTRACT ADJUSTMENTS HISTORY | ||
| Adjustment Description | Estimate Nbr | Adjustment Amount |
| SWPPP Non-Compliance Assessment | 0020 | $-6,000.00 |
| SWPPP Non-Compliance Assessment | 0021 | $-15,000.00 |
| SWPPP Non-Compliance Assessment | 0022 | $-15,000.00 | Subtotals For Contract Adjustments | $-36,000.00 |
| LINE ITEM ADJUSTMENT HISTORY | |||||||
| Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
| 31283(04) | 0020 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0002 | 5,095.59 | $-0.36 | $-1,874.16 |
| 31283(04) | 0020 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0003 | 8,553.53 | $-0.36 | $-3,145.99 |
| 31283(04) | 0020 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0004 | 12,378.94 | $-0.25 | $-3,178.91 |
| 31283(04) | 0020 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0006 | 204.00 | $-0.13 | $-27.91 |
| 31283(04) | 0020 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0007 | 26,412.61 | $-0.13 | $-3,613.25 |
| 31283(04) | 0020 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0015 | 8,894.44 | $-0.35 | $-3,191.33 |
| 31283(04) | 0020 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0017 | 9,559.52 | $-0.41 | $-4,003.53 |
| 31283(04) | 0020 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0019 | 1,112.00 | $-0.30 | $-338.94 |
| 31283(04) | 0020 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0020 | 33,411.37 | $-0.31 | $-10,384.25 |
| 31283(04) | 0020 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0021 | 7,749.00 | $-0.31 | $-2,408.39 |
| 31283(04) | 0020 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0024 | 1,264.00 | $-0.39 | $-495.24 |
| 31283(04) | 0070 | TEMPORARY SILT DIKE | * Missing Material Certification | 0020 | -728.00 | $18.00 | $-13,104.00 |
| 31283(04) | 0070 | TEMPORARY SILT DIKE | * Missing Material Certification | 0022 | -420.00 | $18.00 | $-7,560.00 |
| 31283(04) | 0080 | TEMPORARY ROCK FILTER DAM TYPE 3 | * SUBSTANDARD ITEM | 0003 | -15.00 | $75.00 | $-1,125.00 |
| 31283(04) | 0090 | SOLID SLAB SODDING | * SUBSTANDARD ITEM | 0010 | -1,720.00 | $2.35 | $-4,042.00 |
| 31283(04) | 0090 | SOLID SLAB SODDING | * Missing Material Certification | 0026 | 0.00 | $0.00 | $-47,350.00 |
| 31283(04) | 0100 | VEGETATIVE MULCHING | * SUBSTANDARD ITEM | 0010 | -4.50 | $720.00 | $-3,240.00 |
| 31283(04) | 0100 | VEGETATIVE MULCHING | * SUBSTANDARD ITEM | 0022 | -2.66 | $720.00 | $-1,915.20 |
| 31283(04) | 0110 | AGGREGATE BASE TYPE A | * QAQC | 0010 | 0.00 | $0.00 | $-16,330.00 |
| 31283(04) | 0110 | AGGREGATE BASE TYPE A | * QAQC | 0011 | 0.00 | $0.00 | $16,330.00 |
| 31283(04) | 0150 | TACK COAT | * Missing Material Certification | 0023 | -1,900.00 | $3.75 | $-7,125.00 |
| 31283(04) | 0150 | TACK COAT | * Missing Material Certification | 0024 | -3,450.00 | $3.75 | $-12,937.50 |
| 31283(04) | 0150 | TACK COAT | * Missing Material Certification | 0025 | 5,350.00 | $3.75 | $20,062.50 |
| 31283(04) | 0160 | PRIME COAT | * Missing Material Certification | 0009 | -6,200.00 | $3.15 | $-19,530.00 |
| 31283(04) | 0160 | PRIME COAT | * Missing Material Certification | 0011 | 6,200.00 | $3.15 | $19,530.00 |
| 31283(04) | 0160 | PRIME COAT | * Missing Material Certification | 0012 | -7,300.00 | $3.15 | $-22,995.00 |
| 31283(04) | 0160 | PRIME COAT | * Missing Material Certification | 0013 | 7,300.00 | $3.15 | $22,995.00 |
| 31283(04) | 0160 | PRIME COAT | * Missing Material Certification | 0018 | -6,753.00 | $3.15 | $-21,271.95 |
| 31283(04) | 0160 | PRIME COAT | * Missing Material Certification | 0019 | -9,814.00 | $3.15 | $-30,914.10 |
| 31283(04) | 0160 | PRIME COAT | * Missing Material Certification | 0020 | 0.00 | $0.00 | $52,186.05 |
| 31283(04) | 0170 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 1,280.92 | $-4.23 | $-5,419.83 |
| 31283(04) | 0170 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 2,674.76 | $-4.23 | $-11,317.45 |
| 31283(04) | 0170 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 164.88 | $-4.23 | $-697.64 |
| 31283(04) | 0170 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 3,934.14 | $-4.23 | $-16,646.13 |
| 31283(04) | 0170 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 3,518.65 | $-4.44 | $-15,644.62 |
| 31283(04) | 0170 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0022 | -30.00 | $109.75 | $-3,292.50 |
| 31283(04) | 0170 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * QAQC | 0022 | -233.25 | $109.75 | $-25,599.19 |
| 31283(04) | 0170 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 332.60 | $-4.44 | $-1,478.81 |
| 31283(04) | 0180 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 2,818.81 | $-5.17 | $-14,573.25 |
| 31283(04) | 0180 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0023 | -30.00 | $109.75 | $-3,292.50 |
| 31283(04) | 0180 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * QAQC | 0023 | -157.00 | $109.75 | $-17,230.75 |
| 31283(04) | 0180 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0024 | 5,245.99 | $-5.17 | $-27,121.77 |
| 31283(04) | 0180 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0024 | -30.00 | $109.75 | $-3,292.50 |
| 31283(04) | 0180 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0024 | -60.00 | $109.75 | $-6,585.00 |
| 31283(04) | 0180 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0025 | 120.00 | $109.75 | $13,170.00 |
| 31283(04) | 0180 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0025 | 255.32 | $-5.17 | $-1,320.00 |
| 31283(04) | 0210 | CLASS C CONCRETE | * QAQC | 0020 | -8.45 | $425.00 | $-3,591.25 |
| 31283(04) | 0210 | CLASS C CONCRETE | * SUBSTANDARD ITEM | 0020 | -4.30 | $425.00 | $-1,827.50 |
| 31283(04) | 0240 | TYPE I-A FILTER BLANKET | * Missing Material Certification | 0015 | -224.04 | $45.00 | $-10,081.80 |
| 31283(04) | 0240 | TYPE I-A FILTER BLANKET | * Missing Material Certification | 0018 | -767.00 | $45.00 | $-34,515.00 |
| 31283(04) | 0240 | TYPE I-A FILTER BLANKET | * Missing Material Certification | 0019 | 991.04 | $45.00 | $44,596.80 |
| 31283(04) | 0250 | 1'-8" COMB.CRB.& GUT.(4" MNTBLE) | * QAQC | 0010 | -40.00 | $40.00 | $-1,600.00 |
| 31283(04) | 0250 | 1'-8" COMB.CRB.& GUT.(4" MNTBLE) | * QAQC | 0025 | 40.00 | $40.00 | $1,600.00 |
| 31283(04) | 0410 | TYPE A4 CULVERT END TREATMENT | * SUBSTANDARD ITEM | 0020 | -2.00 | $1,150.00 | $-2,300.00 |
| 31283(04) | 0410 | TYPE A4 CULVERT END TREATMENT | * SUBSTANDARD ITEM | 0020 | -1.00 | $1,150.00 | $-1,150.00 |
| 31283(04) | 0410 | TYPE A4 CULVERT END TREATMENT | * QAQC | 0020 | -2.00 | $1,150.00 | $-2,300.00 |
| 31283(04) | 0410 | TYPE A4 CULVERT END TREATMENT | * SUBSTANDARD ITEM | 0021 | 1.00 | $1,150.00 | $1,150.00 |
| 31283(04) | 0410 | TYPE A4 CULVERT END TREATMENT | * SUBSTANDARD ITEM | 0021 | 2.00 | $1,150.00 | $2,300.00 |
| 31283(04) | 0420 | TYPE B4 CULVERT END TREATMENT | * QAQC | 0020 | -2.00 | $1,100.00 | $-2,200.00 |
| 31283(04) | 0430 | TYPE C4 CULVERT END TREATMENT | * QAQC | 0020 | -1.00 | $1,350.00 | $-1,350.00 |
| 31283(04) | 0440 | TYPE CC4 CULVERT END TREATMENT | * QAQC | 0020 | -2.00 | $2,650.00 | $-5,300.00 |
| 31283(04) | 0500 | FENCE-STYLE SWF (5 BARBED WIRE) | * QAQC | 0011 | -685.00 | $8.10 | $-5,548.50 |
| 31283(04) | 0500 | FENCE-STYLE SWF (5 BARBED WIRE) | * QAQC | 0015 | 685.00 | $8.10 | $5,548.50 |
| 31283(04) | 0520 | FENCE-STYLE CLF (6'HIGH, CLASS A) | * Missing Material Certification | 0018 | -420.00 | $75.00 | $-31,500.00 |
| 31283(04) | 0520 | FENCE-STYLE CLF (6'HIGH, CLASS A) | * Missing Material Certification | 0021 | 420.00 | $75.00 | $31,500.00 |
| 31283(04) | 0570 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0002 | 891.00 | $-0.36 | $-327.71 |
| 31283(04) | 8101 | EDGE DRAIN CONDUIT-PERFORATED | * Missing Material Certification | 0021 | -280.00 | $32.00 | $-8,960.00 |
| 31283(04) | 8105 | FENCE-STYLE CLF (4'HIGH, CLASS A) | * Missing Material Certification | 0021 | -420.00 | $75.00 | $-31,500.00 | Subtotals For Line Item Adjustments | $-308,696.50 | * = User applied Line Item Adjustments |
| MILESTONE INFORMATION | |||||||||
| Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
| No milestones exist for this contract. | |||||||||
| MILESTONE ADJUSTMENTS | |||||||||
| Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
| No milestones adjustments exist for this contract. | Subtotals For Milestones | $ | |||||||
| Contract ID: | 220123 | Estimate Number: | 0026 | Primary JP: | 31283(04) | |||
| Contract Item | Prj Item | 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: CIRB-231C(050)RB | Project: 31283(04) | Category: 0100/ROADWAY | |||||||||
| 0010 | 0010 | CLEARING AND GRUBBING | 201(A)1200 | LSUM | 1.000 | 1.000 | 1.000 | $100,000.00 | $0.00 | $100,000.00 | |
| 0020 | 0020 | UNCLASSIFIED EXCAVATION | 202(A)2200 | CY | 104,510.000 | 104,510.000 | 114,635.000 | $7.20 | $0.00 | $825,372.00 | |
| 0030 | 0030 | ROCK EXCAVATION | 202(C)2400 | CY | 9,116.000 | 9,116.000 | 103.000 | $20.00 | $0.00 | $2,060.00 | |
| 0040 | 0040 | UNCLASSIFIED BORROW | 202(D)2500 | CY | 1,000.000 | 1,000.000 | 0.000 | $9.00 | $0.00 | $0.00 | |
| 0050 | 0050 | TYPE A-SALVAGED TOPSOIL | 205(A)6200 | LSUM | 1.000 | 1.000 | 1.000 | $56,000.00 | $0.00 | $56,000.00 | |
| 0060 | 0060 | TEMPORARY SILT FENCE | 221(B)2300 | LF | 7,450.000 | 7,450.000 | 3,767.000 | $3.60 | $0.00 | $13,561.20 | |
| 0070 | 0070 | TEMPORARY SILT DIKE | 221(E)2600 | LF | 3,745.000 | 3,745.000 | 1,988.000 | $18.00 | $0.00 | $35,784.00 | |
| 0080 | 0080 | TEMPORARY ROCK FILTER DAM TYPE 3 | 221(F)2720 | CY | 15.000 | 15.000 | 30.530 | $75.00 | $0.00 | $2,289.75 | |
| 0090 | 0090 | SOLID SLAB SODDING | 230(A)7200 | SY | 237,629.000 | 237,629.000 | 35,821.060 | 106,233.950 | $2.35 | $84,179.49 | $249,649.78 |
| 0100 | 0100 | VEGETATIVE MULCHING | 233(A)0200 | AC | 48.710 | 48.710 | 22.400 | $720.00 | $0.00 | $16,128.00 | |
| 0110 | 0110 | AGGREGATE BASE TYPE A | 303(A)1200 | CY | 12,606.000 | 12,606.000 | 12,239.360 | $64.65 | $0.00 | $791,274.63 | |
| 0120 | 0120 | SUBGRADE, METHOD B | 310(B)5300 | SY | 63,140.000 | 63,140.000 | 31,423.430 | $2.37 | $0.00 | $74,473.53 | |
| 0130 | 0130 | SEPARATOR FABRIC | 325 0100 | SY | 91,134.000 | 91,134.000 | 87,995.390 | $3.30 | $0.00 | $290,384.79 | |
| 0140 | 0140 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E)2600 | TON | 12,252.000 | 12,252.000 | 0.000 | 7,862.560 | $35.82 | $0.00 | $281,636.89 |
| 0150 | 0150 | TACK COAT | 407(B)7300 | GAL | 5,260.000 | 5,260.000 | 5,550.000 | $3.75 | $0.00 | $20,812.50 | |
| 0160 | 0160 | PRIME COAT | 408 8100 | GAL | 20,089.000 | 20,089.000 | 49,190.400 | $3.15 | $0.00 | $154,949.77 | |
| 0170 | 0170 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B)1330 | TON | 12,516.000 | 12,516.000 | 11,905.950 | $109.75 | $0.00 | $1,306,678.02 | |
| 0180 | 0180 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C)1430 | TON | 8,156.000 | 8,156.000 | 0.000 | 8,320.120 | $114.35 | $0.00 | $951,405.72 |
| 0190 | 0190 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A)1200 | CY | 130.000 | 130.000 | 130.000 | $25.00 | $0.00 | $3,250.00 | |
| 0200 | 0200 | CLASS AA CONCRETE | 509(A)0200 | CY | 323.000 | 323.000 | 314.400 | $635.00 | $0.00 | $199,644.00 | |
| 0210 | 0210 | CLASS C CONCRETE | 509(D)0500 | CY | 868.900 | 868.900 | 747.020 | $425.00 | $0.00 | $317,483.50 | |
| 0220 | 0220 | REINFORCING STEEL | 511(A)2200 | LB | 48,887.000 | 48,887.000 | 48,887.000 | $1.45 | $0.00 | $70,886.16 | |
| 0230 | 0230 | TYPE I-A PLAIN RIPRAP | 601(B)1220 | TON | 4,561.000 | 4,561.000 | 2,530.620 | $60.00 | $0.00 | $151,837.20 | |
| 0240 | 0240 | TYPE I-A FILTER BLANKET | 601(C)1300 | TON | 2,288.000 | 2,288.000 | 991.040 | $45.00 | $0.00 | $44,596.80 | |
| 0250 | 0250 | 1'-8" COMB.CRB.& GUT.(4" MNTBLE) | 609(B)4320 | LF | 577.000 | 577.000 | 550.000 | $40.00 | $0.00 | $22,000.00 | |
| 0260 | 0260 | 1'-8" COMB.CRB.& GUT.(6" BARRIER) | 609(B)4330 | LF | 1,026.000 | 1,026.000 | 1,129.000 | $40.00 | $0.00 | $45,160.00 | |
| 0270 | 0270 | 18" R.C.PIPE CLASS III | 613(A)5208 | LF | 180.000 | 180.000 | 188.000 | $87.75 | $0.00 | $16,497.00 | |
| 0280 | 0280 | 24" R.C.PIPE CLASS III | 613(A)5216 | LF | 417.000 | 417.000 | 418.000 | $117.80 | $0.00 | $49,240.40 | |
| 0290 | 0290 | 30" R.C.PIPE CLASS III | 613(A)5220 | LF | 252.000 | 252.000 | 252.000 | $137.95 | $0.00 | $34,763.40 | |
| 0300 | 0300 | 36" R.C.PIPE CLASS III | 613(A)5224 | LF | 262.000 | 262.000 | 208.000 | $192.64 | $0.00 | $40,069.12 | |
| 0310 | 0310 | 42" R.C.PIPE CLASS III | 613(A)5228 | LF | 58.000 | 58.000 | 56.000 | $205.45 | $0.00 | $11,505.20 | |
| 0320 | 0320 | 28" X 18" R.C.PIPE ARCH CLASS A-III | 613(A)5358 | LF | 88.000 | 88.000 | 88.000 | $157.87 | $0.00 | $13,892.56 | |
| 0330 | 0330 | (SP) 12" CORRUGATED POLYPROPYLENE PIPE | 613(EE)5960 | LF | 100.000 | 100.000 | 0.000 | $32.15 | $0.00 | $0.00 | |
| 0340 | 0340 | (SP) 18" CORRUGATED POLYPROPYLENE PIPE | 613(EE)5968 | LF | 2,542.000 | 2,542.000 | 2,471.000 | $68.00 | $0.00 | $168,028.00 | |
| 0350 | 0350 | (SP) 24" CORRUGATED POLYPROPYLENE PIPE | 613(EE)5972 | LF | 480.000 | 480.000 | 442.000 | $87.65 | $0.00 | $38,741.30 | |
| 0360 | 0360 | (SP) 30" CORRUGATED POLYPROPYLENE PIPE | 613(EE)5976 | LF | 118.000 | 118.000 | 60.000 | $125.45 | $0.00 | $7,527.00 | |
| 0370 | 0370 | 24" PREFAB. CULVERT END SEC., ROUND | 613(L)6716 | EA | 10.000 | 10.000 | 10.000 | $1,400.00 | $0.00 | $14,000.00 | |
| 0380 | 0380 | 30" PREFAB. CULVERT END SEC., ROUND | 613(L)6724 | EA | 4.000 | 4.000 | 0.000 | $2,300.00 | $0.00 | $0.00 | |
| 0390 | 0390 | 36" PREFAB. CULVERT END SEC., ROUND | 613(L)6728 | EA | 10.000 | 10.000 | 8.000 | $3,200.00 | $0.00 | $25,600.00 | |
| 0400 | 0400 | 42" PREFAB. CULVERT END SEC., ROUND | 613(L)6732 | EA | 2.000 | 2.000 | 2.000 | $5,200.00 | $0.00 | $10,400.00 | |
| 0410 | 0410 | TYPE A4 CULVERT END TREATMENT | 613(M)6960 | EA | 86.000 | 86.000 | 86.000 | $1,150.00 | $0.00 | $98,900.00 | |
| 0420 | 0420 | TYPE B4 CULVERT END TREATMENT | 613(M)6964 | EA | 18.000 | 18.000 | 18.000 | $1,100.00 | $0.00 | $19,800.00 | |
| 0430 | 0430 | TYPE C4 CULVERT END TREATMENT | 613(M)6968 | EA | 4.000 | 4.000 | 4.000 | $1,350.00 | $0.00 | $5,400.00 | |
| 0440 | 0440 | TYPE CC4 CULVERT END TREATMENT | 613(M)6988 | EA | 4.000 | 4.000 | 2.000 | $2,650.00 | $0.00 | $5,300.00 | |
| 0450 | 0450 | TYPE B6 CULVERT END TREATMENT | 613(M)7008 | EA | 2.000 | 2.000 | 2.000 | $1,800.00 | $0.00 | $3,600.00 | |
| 0460 | 0460 | STANDARD BEDDING MATERIAL, CLASS C | 613(T)7800 | CY | 452.000 | 452.000 | 360.000 | $70.00 | $0.00 | $25,200.00 | |
| 0470 | 0470 | TRENCH EXCAVATION | 613(V)8000 | CY | 699.000 | 699.000 | 699.000 | $15.00 | $0.00 | $10,485.00 | |
| 0480 | 0480 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A)6200 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
| 0490 | 0490 | REMOVAL OF ASPHALT PAVEMENT | 619(B)6364 | SY | 55,607.000 | 55,607.000 | 44,477.220 | $0.50 | $0.00 | $22,238.61 | |
| 0500 | 0500 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C)3405 | LF | 46,097.000 | 44,829.000 | 24,053.000 | $8.10 | $0.00 | $194,829.30 | |
| 0510 | 0510 | FENCE-STYLE SWF (6 BARBED WIRE) | 624(C)3410 | LF | 1,315.000 | 1,315.000 | 1,251.000 | $8.45 | $0.00 | $10,570.95 | |
| 0520 | 0520 | FENCE-STYLE CLF (6'HIGH, CLASS A) | 624(E)3620 | LF | 424.000 | 0.000 | 0.000 | $75.00 | $0.00 | $0.00 | |
| 0530 | 0530 | MAILBOX INSTALLATION-SINGLE | 629(A)7200 | EA | 19.000 | 19.000 | 19.000 | $180.00 | $0.00 | $3,420.00 | |
| 0540 | 0540 | MAILBOX INSTALLATION-MULTIPLE | 629(B)7300 | EA | 2.000 | 2.000 | 2.000 | $300.00 | $0.00 | $600.00 | |
| 0550 | 0550 | REMOVAL OF MAILBOX INSTALLATION | 629(C)7400 | EA | 21.000 | 21.000 | 21.000 | $60.00 | $0.00 | $1,260.00 | |
| 0560 | 0560 | MAILBOX | 629(E)7600 | EA | 24.000 | 24.000 | 24.000 | $60.00 | $0.00 | $1,440.00 | |
| 8101 | 8101 | EDGE DRAIN CONDUIT-PERFORATED | 613(J)6400 | LF | 0.000 | 280.000 | 0.000 | 280.000 | $32.00 | $0.00 | $8,960.00 |
| 8102 | 8102 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 613(K)6500 | LF | 0.000 | 20.000 | 0.000 | 20.000 | $27.00 | $0.00 | $540.00 |
| 8103 | 8103 | OUTLET LATERAL HEADWALL | 613(Q)7500 | EA | 0.000 | 1.000 | 0.000 | $400.00 | $0.00 | $0.00 | |
| 8104 | 8104 | CONSTRUCTION MISCELLANEOUS | 104 3220 | LSUM | 0.000 | 1.000 | 1.000 | $362.99 | $0.00 | $362.99 | |
| 8105 | 8105 | FENCE-STYLE CLF (4'HIGH, CLASS A) | 624(E)3600 | LF | 0.000 | 424.000 | 0.000 | 420.000 | $75.00 | $0.00 | $31,500.00 |
| Subtotals For Category 0100/ROADWAY | $84,179.49 | $6,926,989.07 | |||||||||
| Fed/State Project Number: CIRB-231C(050)RB | Project: 31283(04) | Category: 0200/BRIDGE A | |||||||||
| 0570 | 0570 | UNCLASSIFIED EXCAVATION | 202(A)2210 | CY | 891.000 | 891.000 | 891.000 | $12.00 | $0.00 | $10,692.00 | |
| 0580 | 0580 | ROCK EXCAVATION | 202(C)2400 | CY | 26.000 | 26.000 | 0.000 | $200.00 | $0.00 | $0.00 | |
| 0590 | 0590 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A)1210 | CY | 129.000 | 129.000 | 129.000 | $30.00 | $0.00 | $3,870.00 | |
| 0600 | 0600 | CLASS AA CONCRETE | 509(A)0210 | CY | 702.000 | 702.000 | 697.000 | $538.00 | $0.00 | $374,986.00 | |
| 0610 | 0610 | REINFORCING STEEL | 511(A)2210 | LB | 119,997.000 | 119,997.000 | 119,997.000 | $1.45 | $0.00 | $173,995.66 | |
| 0620 | 0620 | TYPE I-A PLAIN RIPRAP | 601(B)1230 | TON | 1,330.000 | 1,330.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
| 0630 | 0630 | TYPE I-A FILTER BLANKET | 601(C)1310 | TON | 197.000 | 197.000 | 0.000 | $45.00 | $0.00 | $0.00 | |
| 0640 | 0640 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D)6700 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
| Subtotals For Category 0200/BRIDGE A | $0.00 | $573,543.66 | |||||||||
| Fed/State Project Number: CIRB-231C(050)RB | Project: 31283(04) | Category: 0300/TRAFFIC | |||||||||
| 0650 | 0650 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A)1200 | LF | 125.000 | 125.000 | 0.000 | 125.000 | $48.00 | $0.00 | $6,000.00 |
| 0660 | 0660 | GUARDRAIL END TREATMENT (31") | 623(G)1820 | EA | 4.000 | 4.000 | 0.000 | 4.000 | $4,800.00 | $0.00 | $19,200.00 |
| 0670 | 0670 | (PL)REMOVAL OF EXISTING SIGNS | 805(A)3248 | LSUM | 1.000 | 1.000 | 1.000 | $2,400.00 | $0.00 | $2,400.00 | |
| 0680 | 0680 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D)3528 | EA | 7.000 | 7.000 | 6.000 | $300.00 | $0.00 | $1,800.00 | |
| 0690 | 0690 | SHEET ALUMINUM SIGNS | 850(A)1200 | SF | 139.570 | 139.570 | 139.750 | $36.00 | $0.00 | $5,031.00 | |
| 0700 | 0700 | 2 1/4" SQUARE TUBE POST | 851(C)2420 | LF | 240.000 | 240.000 | 288.000 | $24.00 | $0.00 | $6,912.00 | |
| 0710 | 0710 | GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | 853 5175 | EA | 16.000 | 16.000 | 16.000 | $36.00 | $0.00 | $576.00 | |
| 0720 | 0720 | TRAFFIC STRIPE(MULTI-POLY.)(4" WIDE) | 856(A)8200 | LF | 104,318.000 | 104,318.000 | 40,502.000 | 40,502.000 | $0.54 | $21,871.08 | $21,871.08 |
| 0730 | 0730 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A)8216 | LF | 126.000 | 126.000 | 121.580 | 121.580 | $24.00 | $2,917.92 | $2,917.92 |
| 0740 | 0740 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B)4300 | LF | 48.000 | 48.000 | 0.000 | $35.00 | $0.00 | $0.00 | |
| 0750 | 0750 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B)6300 | SD | 40,320.000 | 40,320.000 | 3,480.000 | 70,359.000 | $0.12 | $417.60 | $8,443.08 |
| 0760 | 0760 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B)6310 | SD | 5,160.000 | 5,160.000 | 120.000 | 5,922.000 | $1.20 | $144.00 | $7,106.40 |
| 0770 | 0770 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B)6320 | SD | 2,940.000 | 2,940.000 | 330.000 | 10,029.000 | $2.40 | $792.00 | $24,069.60 |
| 0780 | 0780 | CONSTRUCTION BARRICADES(TYPE III) | 880(C)6410 | SD | 4,860.000 | 4,860.000 | 4,456.000 | $0.90 | $0.00 | $4,010.40 | |
| 0790 | 0790 | WING BARRICADES | 880(C)6420 | SD | 120.000 | 120.000 | 30.000 | 836.000 | $2.40 | $72.00 | $2,006.40 |
| 0800 | 0800 | WARNING LIGHTS(TYPE A) | 880(E)6600 | SD | 10,740.000 | 10,740.000 | 330.000 | 18,393.000 | $0.30 | $99.00 | $5,517.90 |
| 0810 | 0810 | WARNING LIGHTS(TYPE C) | 880(E)6610 | SD | 600.000 | 600.000 | 0.000 | $0.60 | $0.00 | $0.00 | |
| 0820 | 0820 | DRUMS | 880(F)6700 | SD | 1,200.000 | 1,200.000 | 0.000 | $1.20 | $0.00 | $0.00 | |
| 0830 | 0830 | TUBE CHANNELIZERS | 880(G)6800 | SD | 1,200.000 | 1,200.000 | 457.000 | $1.20 | $0.00 | $548.40 | |
| 0840 | 0840 | CHANNELIZER CONES | 880(G)6805 | SD | 13,500.000 | 13,500.000 | 3,365.000 | $0.30 | $0.00 | $1,009.50 | |
| 0850 | 0850 | FLAGGER | 880(I)7000 | SD | 120.000 | 120.000 | 0.000 | $50.00 | $0.00 | $0.00 | |
| 0860 | 0860 | PORT.CHANGEABLE MESSAGE SIGN | 882(A)8210 | SD | 120.000 | 120.000 | 178.000 | $30.00 | $0.00 | $5,340.00 | |
| Subtotals For Category 0300/TRAFFIC | $26,313.60 | $124,759.68 | |||||||||
| Fed/State Project Number: CIRB-231C(050)RB | Project: 31283(04) | Category: 0600/STAKING | |||||||||
| 0870 | 0870 | CONSTRUCTION STAKING LEVEL II | 642(B)3300 | LSUM | 1.000 | 1.000 | 0.900 | $95,000.00 | $0.00 | $85,500.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $85,500.00 | |||||||||
| Fed/State Project Number: CIRB-231C(050)RB | Project: 31283(04) | Category: 0640/CONTRUCTION | |||||||||
| 0880 | 0880 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 1100 | LSUM | 1.000 | 1.000 | 0.750 | $4,500.00 | $0.00 | $3,375.00 | |
| 0890 | 0890 | MOBILIZATION | 641 2100 | LSUM | 1.000 | 1.000 | 1.000 | $368,000.00 | $0.00 | $368,000.00 | |
| Subtotals For Category 0640/CONTRUCTION | $0.00 | $371,375.00 | |||||||||
| Subtotals For Project CIRB-231C(050)RB /31283(04) | $110,493.09 | $8,082,167.41 | |||||||||