| Contract ID: | 120257 | Estimate Number: | 0012 | Contract No: | 810391 | |||
| Residency: | ARDMORE (07200) | Estimate Type: | Progressive | Account No: | 400700 | |||
| Project Number(s): | IMY-0035-1(161)003 | ||||||||||||
| Primary Job Piece No: | 28584(04) | ||||||||||||
| Contract Description: | GRADE, DRAIN, AND SURFACE I-35: INTERCHANGE AT ROGERS ROAD (PHASE I - SOUTH HALF) 3.24 MILES NORTH OF THE TEXAS STATE LINE. PROJECT LENGTH = 1.504 MILES. | ||||||||||||
| Primary County: | LOVE | ||||||||||||
| Name of Road: | I-35 | ||||||||||||
| Prime Contractor: | DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV | ||||||||||||
| P.O. BOX 3788 | |||||||||||||
| EDMOND , OK 73083 | |||||||||||||
| Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
| Date Let: | 08/16/2012 | NTP Effective Date: | 11/26/2012 | Pay Period: | 05/16/2013 TO 05/31/2013 |
| Date Awarded: | 09/10/2012 | Date Work Began: | 12/04/2012 | Original Contract Time: | 150 |
| Date Contract Executed: | 09/27/2012 | Date Time Stopped: | Current Time Charged: | 150.00 | |
| Date NTP Issued: | 10/15/2012 | Completion Date: | Current Time Allowed: | 150.00 | |
| General Liability Expires: | 03/01/2014 | Workman's Comp Expires: | 03/01/2014 | Percent Time Used: | 100.00 % |
| Specification Year: | 2009 | Date Approved: | |||
| Current Contract Amount: | $3,444,405.48 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $3,526,292.41 | Participating: | $2,972,476.88 | $2,373,104.74 | $599,372.14 | ||
| Percent Complete: | 87.75 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $421,928.60 | Total Earnings: | $2,972,476.88 | $2,373,104.74 | $599,372.14 | ||
| Unearned Balance: | $503,815.53 | Stockpiled Materials: | $0.00 | $103,066.68 | $-103,066.68 | ||
| Gross Earnings: | $2,972,476.88 | $2,476,171.42 | $496,305.46 | ||||
| Other Adjustments: | $50,000.00 | $50,000.00 | $0.00 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $3,022,476.88 | $2,526,171.42 | $496,305.46 | ||||
| Contract ID: | 120257 | Estimate Number: | 0012 | Primary JP: | 28584(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Adds CTB, Optimized Concrete, Adjusts Effective Date | Approved | 05/24/2013 | 0.0 | $-81,886.93 |
| 002 | Changes Sign names of Special Signs | Approved | 05/02/2013 | 0.0 | $0.00 |
| 004 | Changes CKD to Portland Cement | Approved | 05/02/2013 | 0.0 | $0.00 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 28584(04) | 0028 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0007 | $-18,641.48 |
| 28584(04) | 0028 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0006 | $-1,167.84 |
| 28584(04) | 0028 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0006 | $19,809.32 |
| 28584(04) | 0028 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0006 | $-1,167.84 |
| 28584(04) | 0028 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0006 | $13,853.20 |
| 28584(04) | 0028 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0007 | $-12,685.36 |
| 28584(04) | 0028 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0006 | $-1,167.84 |
| 28584(04) | 0028 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0006 | $1,355.80 |
| 28584(04) | 0028 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0007 | $-187.96 |
| 28584(04) | 0074 | (SP) MASTER CONTROLLER | Stockpiled Material Initial Payment | 0009 | $2,499.00 |
| 28584(04) | 0074 | (SP) MASTER CONTROLLER | Stockpiled Material Adjustment | 0012 | $-2,499.00 |
| 28584(04) | 0075 | TRF SIGNAL CONTROLLER ASSEMBLY | Stockpiled Material Initial Payment | 0009 | $21,948.00 |
| 28584(04) | 0075 | TRF SIGNAL CONTROLLER ASSEMBLY | Stockpiled Material Adjustment | 0012 | $-21,948.00 |
| 28584(04) | 0076 | (PL) DETECTION SYSTEM VIDEO | Stockpiled Material Adjustment | 0012 | $-17,472.00 |
| 28584(04) | 0076 | (PL) DETECTION SYSTEM VIDEO | Stockpiled Material Initial Payment | 0009 | $17,472.00 |
| 28584(04) | 0108 | 38' MTG HT HL PTP G.STL POST | Stockpiled Material Adjustment | 0012 | $-29,031.68 |
| 28584(04) | 0108 | 38' MTG HT HL PTP G.STL POST | Stockpiled Material Initial Payment | 0009 | $29,031.68 |
| 28584(04) | 0109 | BREAKAWAY BASE(DES B) | Stockpiled Material Initial Payment | 0009 | $9,657.00 |
| 28584(04) | 0109 | BREAKAWAY BASE(DES B) | Stockpiled Material Adjustment | 0012 | $-9,657.00 |
| 28584(04) | 0110 | ROADWAY LUMINAIRE | Stockpiled Material Initial Payment | 0009 | $22,459.00 |
| 28584(04) | 0110 | ROADWAY LUMINAIRE | Stockpiled Material Adjustment | 0012 | $-22,459.00 | 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 |
| No general contract adjustments have been created on this contract. | Subtotals For Contract Adjustments | $0.00 |
| LINE ITEM ADJUSTMENT HISTORY | |||||||
| Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
| 28584(04) | 0021 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | * FEE INCREASE | 0010 | 0.00 | $0.00 | $50,000.00 | Subtotals For Line Item Adjustments | $50,000.00 | * = User applied Line Item Adjustments |
| MILESTONE INFORMATION | |||||||||
| Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
| 01 | Incentive/Disincentive for Early/Late Completion A | 03/28/2013 | 04/12/2013 | 35.00 DYS | $2,000.00 | Y | |||
| 02 | Incentive/Disincentive for Early/Late Completion B | 03/25/2013 | 04/05/2013 | 35.00 DYS | $2,000.00 | Y | |||
| MILESTONE ADJUSTMENTS | |||||||||
| Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
| No milestones adjustments exist for this contract. | Subtotals For Milestones | $ | |||||||
| Contract ID: | 120257 | Estimate Number: | 0012 | Primary JP: | 28584(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: IMY-0035-1(161)003 | Project: 28584(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $47,000.00 | $0.00 | $47,000.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 18,198.000 | 18,198.000 | 7,198.200 | $5.00 | $0.00 | $35,991.00 | |
| 0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 12,723.000 | 12,723.000 | 11,061.000 | $10.00 | $0.00 | $110,610.00 | |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.800 | $52,000.00 | $0.00 | $41,600.00 | |
| 0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 4,311.000 | 4,311.000 | 4,388.000 | $1.32 | $0.00 | $5,792.16 | |
| 0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 192.000 | 192.000 | 217.000 | $10.44 | $0.00 | $2,265.48 | |
| 0007 | TEMPORARY ROCK FILTER DAM TYPE 2 | 221(G) 0151 | CY | 9.000 | 9.000 | 0.000 | $76.39 | $0.00 | $0.00 | |
| 0008 | (PL)TEMPORARY INLET SEDIMENT FILTER | 221(H) 0450 | EA | 3.000 | 3.000 | 0.000 | $228.98 | $0.00 | $0.00 | |
| 0009 | DITCH LINER PROTECTION | 229 4318 | LF | 100.000 | 100.000 | 0.000 | $8.52 | $0.00 | $0.00 | |
| 0010 | SOLID SLAB SODDING | 230(A) 2806 | SY | 42,042.000 | 42,042.000 | 0.000 | $1.35 | $0.00 | $0.00 | |
| 0011 | SEEDING METHOD A | 232(A) 2813 | AC | 1.000 | 1.000 | 0.000 | $765.74 | $0.00 | $0.00 | |
| 0012 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 8.000 | 8.000 | 0.000 | $604.92 | $0.00 | $0.00 | |
| 0013 | MOWING | 241 2832 | AC | 18.000 | 18.000 | 0.000 | $100.11 | $0.00 | $0.00 | |
| 0014 | CEMENT KILN DUST | 307(B) 4210 | TON | 1,164.000 | 0.000 | 0.000 | $32.00 | $0.00 | $0.00 | |
| 0015 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 26,424.000 | 26,424.000 | 21,874.620 | $1.90 | $0.00 | $41,561.78 | |
| 0016 | PRIME COAT | 408 5774 | GAL | 7,770.000 | 7,770.000 | 0.000 | $2.50 | $0.00 | $0.00 | |
| 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 5,574.000 | 753.000 | 0.000 | $58.33 | $0.00 | $0.00 | |
| 0018 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 274.000 | 274.000 | 0.000 | $100.00 | $0.00 | $0.00 | |
| 0019 | RUMBLE STRIP-METHOD PCC-CON | 413(C) 4868 | LF | 1,476.000 | 1,476.000 | 0.000 | $1.49 | $0.00 | $0.00 | |
| 0020 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 6,476.000 | 6,476.000 | 949.440 | 7,285.500 | $9.00 | $8,544.96 | $65,569.50 |
| 0021 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 15,361.000 | 15,361.000 | 1,245.340 | 16,049.580 | $14.00 | $17,434.76 | $224,694.12 |
| 0022 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 6,361.000 | 6,361.000 | 6,109.520 | $122.00 | $0.00 | $745,361.44 | |
| 0023 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 100.000 | 100.000 | 100.000 | $12.12 | $0.00 | $1,212.00 | |
| 0024 | CLSM BACKFILL | 501(G) 6315 | CY | 311.000 | 311.000 | 292.000 | $107.33 | $0.00 | $31,340.36 | |
| 0025 | CLASS AA CONCRETE | 509(A) 0319 | CY | 369.000 | 369.000 | 379.780 | $375.00 | $0.00 | $142,417.50 | |
| 0026 | CLASS A CONCRETE, SMALL STRUCTURES | 509(C) 0322 | CY | 8.000 | 8.000 | 8.000 | $1,357.88 | $0.00 | $10,863.04 | |
| 0027 | CLASS C CONCRETE | 509(D) 0325 | CY | 33.000 | 33.000 | 0.000 | $266.25 | $0.00 | $0.00 | |
| 0028 | REINFORCING STEEL | 511(A) 0332 | LB | 71,377.000 | 71,377.000 | 72,966.800 | $0.83 | $0.00 | $60,562.44 | |
| 0029 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 170.000 | 170.000 | 222.000 | $3.63 | $0.00 | $805.86 | |
| 0030 | 2'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1525 | LF | 131.000 | 131.000 | 122.000 | $11.22 | $0.00 | $1,368.84 | |
| 0031 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 2.000 | 2.000 | 2.000 | $3,494.42 | $0.00 | $6,988.84 | |
| 0032 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 1.000 | 1.000 | 1.000 | $4,126.69 | $0.00 | $4,126.69 | |
| 0033 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 2.000 | 2.000 | 1.900 | $498.01 | $0.00 | $946.22 | |
| 0034 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 3.000 | 3.000 | 2.400 | $544.51 | $0.00 | $1,306.82 | |
| 0035 | REPLACEMENT OF MANHOLE FRAME & COVER | 611(C) 4215 | EA | 7.000 | 7.000 | 7.000 | $376.34 | $0.00 | $2,634.38 | |
| 0036 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 3.000 | 3.000 | 3.000 | $2,867.85 | $0.00 | $8,603.55 | |
| 0037 | JUNCTION BOXES | 611(L) 0487 | CF | 253.000 | 253.000 | 252.900 | $80.71 | $0.00 | $20,411.56 | |
| 0038 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 74.000 | 74.000 | 73.670 | $61.07 | $0.00 | $4,499.03 | |
| 0039 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 580.000 | 580.000 | 552.000 | $70.40 | $0.00 | $38,860.80 | |
| 0040 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 619.000 | 619.000 | 618.540 | $78.38 | $0.00 | $48,481.17 | |
| 0041 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 119.000 | 119.000 | 119.000 | $91.99 | $0.00 | $10,946.81 | |
| 0042 | 42" R.C.PIPE CLASS III | 613(A) 0495 | LF | 487.000 | 487.000 | 484.620 | $106.11 | $0.00 | $51,423.03 | |
| 0043 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 200.000 | 200.000 | 0.000 | $13.61 | $0.00 | $0.00 | |
| 0044 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1096 | LF | 50.000 | 50.000 | 0.000 | $10.21 | $0.00 | $0.00 | |
| 0045 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 4.000 | 4.000 | 4.000 | $2,305.84 | $0.00 | $9,223.36 | |
| 0046 | TYPE CC4 CULVERT END TREATMENT | 613(M) 7193 | EA | 2.000 | 2.000 | 2.000 | $1,597.50 | $0.00 | $3,195.00 | |
| 0047 | TYPE D6 CULVERT END TREATMENT | 613(M) 7199 | EA | 1.000 | 1.000 | 1.000 | $1,171.50 | $0.00 | $1,171.50 | |
| 0048 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $29,134.41 | $0.00 | $29,134.41 | |
| 0049 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 9,333.000 | 9,333.000 | 8,792.440 | $3.69 | $0.00 | $32,444.11 | |
| 0050 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 1,455.000 | 1,455.000 | 1,539.120 | $4.80 | $0.00 | $7,387.78 | |
| 0051 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 878.000 | 878.000 | 879.000 | $3.40 | $0.00 | $2,988.60 | |
| 0052 | SAWING PAVEMENT | 619(C) 0924 | LF | 5,545.000 | 5,545.000 | 5,413.000 | $5.61 | $0.00 | $30,366.93 | |
| 0053 | FENCE-STYLE WWF | 624(A) 4281 | LF | 5,624.000 | 5,624.000 | 1,913.000 | 1,913.000 | $10.84 | $20,736.92 | $20,736.92 |
| 0054 | GATE, GALVANIZED STEEL | 624(D) 4470 | EA | 5.000 | 5.000 | 0.000 | $724.20 | $0.00 | $0.00 | |
| 8000 | CEMENT TREATED BASE | 317 4270 | SY | 0.000 | 24,052.000 | 21,425.280 | 21,425.280 | $8.50 | $182,114.88 | $182,114.88 |
| 8003 | PORTLAND CEMENT | 307(C) 4220 | TON | 0.000 | 465.600 | 355.450 | $80.00 | $0.00 | $28,436.00 | |
| Subtotals For Category 0100/ROADWAY | $228,831.52 | $2,115,443.91 | ||||||||
| Fed/State Project Number: IMY-0035-1(161)003 | Project: 28584(04) | Category: 0300/TRAFFIC SIGNALS | ||||||||
| 0055 | 2" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8310 | LF | 305.000 | 305.000 | 302.000 | 302.000 | $19.17 | $5,789.34 | $5,789.34 |
| 0056 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 450.000 | 450.000 | 205.000 | 205.000 | $15.98 | $3,275.90 | $3,275.90 |
| 0057 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 1,185.000 | 1,185.000 | 1,365.000 | 1,365.000 | $4.26 | $5,814.90 | $5,814.90 |
| 0058 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 180.000 | 180.000 | 171.000 | 171.000 | $19.17 | $3,278.07 | $3,278.07 |
| 0059 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 55.000 | 55.000 | 50.000 | 50.000 | $8.52 | $426.00 | $426.00 |
| 0060 | JUNCTION BOX(6" X 6" X 4") | 802(E) 8370 | EA | 2.000 | 2.000 | 0.000 | $532.50 | $0.00 | $0.00 | |
| 0061 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 11.000 | 11.000 | 11.000 | 11.000 | $319.50 | $3,514.50 | $3,514.50 |
| 0062 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 2.000 | 2.000 | 2.000 | 2.000 | $372.75 | $745.50 | $745.50 |
| 0063 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 153.000 | 153.000 | 17.500 | 17.500 | $426.00 | $7,455.00 | $7,455.00 |
| 0064 | REINFORCING STEEL | 804(B) 2916 | LB | 2,287.000 | 2,287.000 | 2,520.300 | 2,520.300 | $1.33 | $3,352.00 | $3,352.00 |
| 0065 | 32'MH POLE 35'TS & 10'LMA(G.STL.) | 806(A) 8311 | EA | 1.000 | 1.000 | 3.000 | 3.000 | $6,207.89 | $18,623.67 | $18,623.67 |
| 0066 | 32'MH POLE 40'TS & 10'LMA(G.STL.) | 806(A) 8312 | EA | 2.000 | 2.000 | 0.000 | $7,033.26 | $0.00 | $0.00 | |
| 0067 | 32'MH POLE 45'TS & 10'LMA(G.STL.) | 806(A) 8313 | EA | 1.000 | 1.000 | 1.000 | 1.000 | $8,646.74 | $8,646.74 | $8,646.74 |
| 0068 | POLE & 20' TS MST.ARM(G.STL.) | 806(A) 8724 | EA | 1.000 | 1.000 | 1.000 | 1.000 | $3,084.24 | $3,084.24 | $3,084.24 |
| 0069 | POLE & 35' TS MST.ARM(G.STL.) | 806(A) 8730 | EA | 1.000 | 1.000 | 1.000 | 1.000 | $5,301.57 | $5,301.57 | $5,301.57 |
| 0070 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 5.000 | 5.000 | 4.000 | 4.000 | $372.75 | $1,491.00 | $1,491.00 |
| 0071 | SERVICE POLE | 810(A) 3118 | EA | 2.000 | 2.000 | 2.000 | 2.000 | $532.50 | $1,065.00 | $1,065.00 |
| 0072 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 2,175.000 | 2,175.000 | 907.000 | 907.000 | $1.07 | $970.49 | $970.49 |
| 0073 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 1,010.000 | 1,010.000 | 376.000 | 376.000 | $0.43 | $161.68 | $161.68 |
| 0074 | (SP)MASTER CONTROLLER | 824(A) 8340 | EA | 1.000 | 1.000 | 1.000 | 1.000 | $3,887.25 | $3,887.25 | $3,887.25 |
| 0075 | TRAFFIC SIGNAL CONTROLLER ASSEMBLY | 825 8550 | EA | 2.000 | 2.000 | 2.000 | 2.000 | $26,897.64 | $53,795.28 | $53,795.28 |
| 0076 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 1.000 | 1.000 | $35,007.62 | $35,007.62 | $35,007.62 |
| 0077 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 11.000 | 11.000 | 12.000 | 12.000 | $532.50 | $6,390.00 | $6,390.00 |
| 0078 | 1WAY 3SEC. ADJ. SIG. HD. S-10 | 831 8262 | EA | 2.000 | 2.000 | 2.000 | 2.000 | $553.80 | $1,107.60 | $1,107.60 |
| 0079 | 1WAY 5SEC. ADJ. SIG. HD. S-19 | 831 8286 | EA | 1.000 | 1.000 | 1.000 | 1.000 | $905.25 | $905.25 | $905.25 |
| 0080 | BACKPLATE | 833 3030 | EA | 14.000 | 14.000 | 14.000 | 14.000 | $74.55 | $1,043.70 | $1,043.70 |
| 0081 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8207 | LF | 290.000 | 290.000 | 997.000 | 997.000 | $1.33 | $1,326.01 | $1,326.01 |
| 0082 | 9/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8209 | LF | 245.000 | 245.000 | 297.000 | 297.000 | $1.86 | $552.42 | $552.42 |
| 0083 | 12/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8210 | LF | 225.000 | 225.000 | 186.000 | 186.000 | $2.40 | $446.40 | $446.40 |
| 0084 | UNDERGROUND COMMUNICATION CABLE | 834(C) 8359 | LF | 1,120.000 | 1,120.000 | 0.000 | $1.28 | $0.00 | $0.00 | |
| 0085 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 69.000 | 69.000 | 69.000 | 69.000 | $42.60 | $2,939.40 | $2,939.40 |
| Subtotals For Category 0300/TRAFFIC SIGNALS | $180,396.53 | $180,396.53 | ||||||||
| Fed/State Project Number: IMY-0035-1(161)003 | Project: 28584(04) | Category: 0301/TRAFFIC SIGNING & STRIPING | ||||||||
| 0086 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 14.000 | 14.000 | 11.600 | 11.600 | $319.50 | $3,706.20 | $3,706.20 |
| 0087 | REINFORCING STEEL | 804(B) 2916 | LB | 1,996.000 | 1,996.000 | 1,738.000 | 1,738.000 | $1.28 | $2,224.64 | $2,224.64 |
| 0088 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 2.000 | 2.000 | 2.000 | 2.000 | $69.23 | $138.46 | $138.46 |
| 0089 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 195.000 | 195.000 | 194.310 | 194.310 | $14.91 | $2,897.16 | $2,897.16 |
| 0090 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 377.000 | 377.000 | 376.500 | 376.500 | $14.91 | $5,613.62 | $5,613.62 |
| 0091 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 45.000 | 45.000 | 33.000 | 33.000 | $13.85 | $457.05 | $457.05 |
| 0092 | 6"@20 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3208 | LF | 260.000 | 260.000 | 168.168 | 168.168 | $21.30 | $3,581.98 | $3,581.98 |
| 0093 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 319.000 | 319.000 | 320.834 | 320.834 | $14.91 | $4,783.63 | $4,783.63 |
| 0094 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 17,285.000 | 17,285.000 | 12,816.000 | 12,816.000 | $0.66 | $8,458.56 | $8,458.56 |
| 0095 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 2,327.000 | 2,327.000 | 2,456.000 | 2,456.000 | $1.07 | $2,627.92 | $2,627.92 |
| 0096 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 6,436.000 | 6,436.000 | 6,904.000 | 6,904.000 | $1.49 | $10,286.96 | $10,286.96 |
| 0097 | TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | 856(A) 8548 | LF | 1,922.000 | 1,922.000 | 2,188.000 | 2,188.000 | $2.13 | $4,660.44 | $4,660.44 |
| 0098 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 147.000 | 147.000 | 126.000 | 126.000 | $4.15 | $522.90 | $522.90 |
| 0099 | TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | 856(B) 8860 | EA | 9.000 | 9.000 | 11.000 | 11.000 | $213.00 | $2,343.00 | $2,343.00 |
| 0100 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 11,746.000 | 11,746.000 | 5,614.000 | 5,614.000 | $0.53 | $2,975.42 | $2,975.42 |
| 0101 | PAVEMENT MARKING REMOVAL(ARROWS) | 857(F) 8007 | EA | 6.000 | 6.000 | 6.000 | 6.000 | $37.28 | $223.68 | $223.68 |
| 0102 | PAVEMENT MARKING REMOVAL(WORDS) | 857(F) 8008 | EA | 3.000 | 3.000 | 3.000 | 3.000 | $69.23 | $207.69 | $207.69 |
| 8001 | CONSTRUCTION TRAFF.STR.(PAINT)(4" WIDE) | 857(A) 8839 | LF | 0.000 | 8,000.000 | 0.000 | $0.16 | $0.00 | $0.00 | |
| Subtotals For Category 0301/TRAFFIC SIGNING & STRIPING | $55,709.31 | $55,709.31 | ||||||||
| Fed/State Project Number: IMY-0035-1(161)003 | Project: 28584(04) | Category: 0302/LIGHTING | ||||||||
| 0103 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 80.000 | 80.000 | 80.000 | $15.98 | $0.00 | $1,278.40 | |
| 0104 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 4,850.000 | 4,850.000 | 4,850.000 | $4.26 | $0.00 | $20,661.00 | |
| 0105 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 3.000 | 3.000 | 4.000 | $319.50 | $0.00 | $1,278.00 | |
| 0106 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 21.000 | 21.000 | 21.000 | $426.00 | $0.00 | $8,946.00 | |
| 0107 | REINFORCING STEEL | 804(B) 2916 | LB | 1,236.000 | 1,236.000 | 1,236.000 | $1.33 | $0.00 | $1,643.88 | |
| 0108 | 38' MTG.HT.HL.PTP.(G.STL.) | 806(D) 8997 | EA | 37.000 | 37.000 | 37.000 | 37.000 | $1,361.07 | $50,359.59 | $50,359.59 |
| 0109 | BREAKAWAY BASE (DES. B) | 807 8092 | EA | 37.000 | 37.000 | 37.000 | 37.000 | $426.00 | $15,762.00 | $15,762.00 |
| 0110 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 37.000 | 37.000 | 37.000 | 37.000 | $958.50 | $35,464.50 | $35,464.50 |
| 0111 | SERVICE POLE | 810(A) 3118 | EA | 2.000 | 2.000 | 2.000 | 2.000 | $3,727.50 | $7,455.00 | $7,455.00 |
| 0112 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 10,000.000 | 10,000.000 | 10,000.000 | 10,000.000 | $1.07 | $10,700.00 | $10,700.00 |
| 0113 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 4,625.000 | 4,625.000 | 4,625.000 | 4,625.000 | $0.37 | $1,711.25 | $1,711.25 |
| Subtotals For Category 0302/LIGHTING | $121,452.34 | $155,259.62 | ||||||||
| Fed/State Project Number: IMY-0035-1(161)003 | Project: 28584(04) | Category: 0303/TRAFFIC CONTROL | ||||||||
| 0114 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 857(C) 8851 | LF | 10,978.000 | 2,978.000 | 9,526.000 | $0.80 | $0.00 | $7,620.80 | |
| 0115 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 10,978.000 | 10,978.000 | 9,341.000 | $0.37 | $0.00 | $3,456.17 | |
| 0116 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 225.000 | 225.000 | 24.000 | 266.000 | $8.52 | $204.48 | $2,266.32 |
| 0117 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 10.000 | 10.000 | 0.000 | $42.60 | $0.00 | $0.00 | |
| 0118 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 5,600.000 | 5,600.000 | 4,448.000 | $30.55 | $0.00 | $135,886.40 | |
| 0119 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 825.000 | 825.000 | 825.000 | $18.26 | $0.00 | $15,064.50 | |
| 0120 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 150.000 | 150.000 | 38.000 | $2.13 | $0.00 | $80.94 | |
| 0121 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 3,975.000 | 3,975.000 | 336.000 | 3,372.000 | $0.53 | $178.08 | $1,787.16 |
| 0122 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 2,100.000 | 2,100.000 | 324.000 | 2,155.000 | $1.07 | $346.68 | $2,305.85 |
| 0123 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 4,575.000 | 4,575.000 | 424.000 | 4,778.000 | $1.07 | $453.68 | $5,112.46 |
| 0124 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,025.000 | 2,025.000 | 284.000 | 2,764.000 | $3.20 | $908.80 | $8,844.80 |
| 0125 | WING BARRICADES | 880(C) 8848 | SD | 675.000 | 675.000 | 128.000 | 1,416.000 | $3.20 | $409.60 | $4,531.20 |
| 0126 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 2,175.000 | 2,175.000 | 872.000 | 8,557.000 | $0.69 | $601.68 | $5,904.33 |
| 0127 | DRUMS | 880(F) 8878 | SD | 14,850.000 | 14,850.000 | 924.000 | 8,858.000 | $0.05 | $46.20 | $442.90 |
| 0128 | CHANNELIZER CONES | 880(G) 8890 | SD | 750.000 | 750.000 | 754.000 | 4,092.000 | $0.02 | $15.08 | $81.84 |
| 0129 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 300.000 | 300.000 | 37.000 | $59.46 | $0.00 | $2,200.02 | |
| 0130 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 750.000 | 750.000 | 16.000 | 427.000 | $4.26 | $68.16 | $1,819.02 |
| Subtotals For Category 0303/TRAFFIC CONTROL | $3,232.44 | $197,404.71 | ||||||||
| Fed/State Project Number: IMY-0035-1(161)003 | Project: 28584(04) | Category: 0600/STAKING | ||||||||
| 0131 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.150 | 0.900 | $65,000.00 | $9,750.00 | $58,500.00 |
| Subtotals For Category 0600/STAKING | $9,750.00 | $58,500.00 | ||||||||
| Fed/State Project Number: IMY-0035-1(161)003 | Project: 28584(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0132 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.500 | $567.11 | $0.00 | $283.55 | |
| 0133 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $9,479.25 | $0.00 | $9,479.25 | |
| 0134 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $200,000.00 | $0.00 | $200,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $209,762.80 | ||||||||
| Subtotals For Project IMY-0035-1(161)003 /28584(04) | $599,372.14 | $2,972,476.88 | ||||||||