PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 06/19/14 EST. NO.42 TIME 02:22 PM R.E. NAME: MIKEL, KARL 05-330724 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0297 207.28 E.W. @ F.A.(+) 042814 N 0719.0 0298 401.77 042914 N 0720.0 0299 584.03 043014 N 0721.0 0300 274.78 050114 N 0723.0 0301 437.43 050114 N 0724.0 0302 138.99 050214 N 0726.0 0303 2,752.49 041414 N 0706.0 0305 1,169.28 042314 N 0716.1 0306 493.40 052314 N 0740.0 014 0037 4,667.00 E.W. @ U.P (+) 061614 N 0037 0 022 0042 454.17 E.W. @ F.A.(+) 050714 N 0730.0 0043 583.41 050814 N 0731.0 0045 2,873.83 040914 N 0702.0 0046 6,253.77 041014 N 0704.0 0047 2,883.96 041014 N 0704.1 0048 1,471.17 051314 N 0733.0 0049 1,499.79 051414 N 0734.0 0050 737.47 051514 N 0735.0 0051 1,734.80 051214 N 0732.0 0052 848.20 051614 N 0736.0 0053 416.90 051914 N 0750.0 054 0001 764.86 E.W. @ F.A.(+) 042414 N 0718.0 0002 1,145.27 050214 N 0725.0 0003 258.38 043014 N 0729.0 0004 1,295.39 051214 N 0743.0 0005 3,746.66 051914 N 0744.0 0006 4,163.57 052014 N 0745.0 0008 863.60 052214 N 0747.1 0009 4,534.13 043014 N 0722.0 0010 2,890.68 052114 N 0746.0 055 0001 10,312.50 E.W. @ L.S.(+) 061614 N 0001 0 056 0001 4,400.00 E.W. @ F.A.(+) 052714 N 0748.0 0002 4,400.00 052814 N 0749.0 0003 622.79 052114 N 0738.0 0004 93.46 052214 N 0739.0 0005 1,472.11 052314 N 0741.0 0006 186.92 052914 N 0759.0 0008 518.79 053114 N 0761.0 72,553.03 TOTAL THIS ESTIMATE 3,493,537.94 TOTAL PREVIOUS ESTIMATE 3,566,090.97 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 06/19/14 EST. NO.42 TIME 02:22 PM R.E. NAME: MIKEL, KARL 05-330724 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SURVEY RE-STAKING -1,065.00 08 SURVEY RE-STAKING 1,065.00 11 FAILED MATERIAL -4,000.00 16 REJECTED LCB -4,860.00 16 CIDH PILING -21,300.00 18 SWPPP NON-COMPLIANCE -20,284.75 20 SWPPP COMPLIANCE 20,284.75 21 SWPPP VIOLATIONS -83,543.07 24 RELEASE SWPPP DEDUCT 83,543.07 25 25% WPC DEFICIENCY -153,143.18 33 RETURN SWPPP DEDUCT 153,143.18 34 RESTAKING FEE -710.00 37 25% SWPPP DEDUCT -98,058.60 37 RELEASE SWPPP DEDUCT 98,058.60 38 SWPPP NON-COMPLIANCE -187,466.06 39 RELEASE SWPPP DEDUCT 187,466.06 40 0.00 -30,870.00 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -1,000.00 10 RECD PARYOLLS #10 1,000.00 11 MISS PAYROLLS -1,500.00 16 RECD PAYROLLS #16 1,500.00 17 MISS PAYROLLS -1,200.00 28 RECD PAYROLLS #08 1,200.00 30 MISS PAYROLLS -10,000.00 38 MISS PAYROLLS -5,000.00 39 MISS PAYROLLS -5,000.00 40 MISS PAYROLLS -10,000.00 41 RECD PAYROLLS #38 10,000.00 42 10,000.00 -20,000.00 TOTAL DEDUCTIONS 10,000.00 -50,870.00 PROGRAM CAS145 PAGE 1 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 02:22 PM ESTIMATE NO. 42 BID OPENING 07/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: MIKEL, KARL DATE OF THIS ESTIMATE 06/19/14 LOCATION RERUN PROGRESS ESTIMATE 05-SLO-46-36.6/41.2 ----------------------- PAPICH CONSTRUCTION COMPANY IN SAN LUIS OBISPO COUNTY IN AND INC NEAR PASO ROBLES FROM 0.5 MILE WEST P O BOX 2210 OF GENESEO ROAD TO 0.6 MILE EAST PISMO BEACH CA 93448 OF ALMOND DRIVE FED. AID NO. ACST-P046(43)E ,PE-P046(43)E ,HPLU-6205(15)E WIDEN HIGHWAY TO FOUR LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 21,421.0000 21,421.00 0.500 10,710 002 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 2,703.0000 1,892,100.00 21.000 56,763.00 734.000 1,984,002 004 TEMPORARY FENCE (TYPE ESA) LF 1.0500 5,082.00 5,097.000 5,351 005 CONSTRUCTION SITE MANAGEMENT LS 140,170.0000 140,170.00 0.018 2,523.06 0.977 136,946 006 PREPARE STORM WATER POLLUTION LS 2,200.0000 2,200.00 1.000 2,200 PREVENTION PLAN 007 TEMPORARY FIBER ROLL LF 1.7200 107,672.00 48,230.000 82,955 008 TEMPORARY SILT FENCE LF 1.3200 77,352.00 9,179.000 12,116 009 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 30,000.00 7.000 14,000 010 TEMPORARY CONSTRUCTION ENTRANCE EA 2,900.0000 43,500.00 14.000 40,600 011 TEMPORARY CHECK DAM LF 1.7200 74,132.00 180.000 309.60 9,059.000 15,581 012 MOVE-IN/MOVE-OUT EA 1,000.0000 9,000.00 18.000 18,000 (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 130.0000 10,140.00 90.000 11,700 014 TEMPORARY HYDRAULIC MULCH SQYD 0.6900 73,140.00 483,514.500 333,625 (BONDED FIBER MATRIX) 015 STREET SWEEPING LS 9,600.0000 9,600.00 0.018 172.80 0.977 9,379 016 CONSTRUCTION AREA SIGNS LS 7,952.2500 7,952.25 0.860 6,838 017 TRAFFIC CONTROL SYSTEM LS 30,000.0000 30,000.00 0.018 540.00 0.977 29,310 018 TYPE III BARRICADE EA 17.1900 2,062.80 70.000 1,203 019 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 3,000.00 200.000 5,000 020 PORTABLE CHANGEABLE MESSAGE SIGN LS 3,800.0000 3,800.00 0.018 68.40 0.977 3,712 021 TEMPORARY RAILING (TYPE K) LF 6.2000 75,020.00 8,921.000 55,310 022 TEMPORARY CRASH CUSHION MODULE EA 165.0000 15,675.00 42.000 6,930 PROGRAM CAS145 PAGE 2 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 02:22 PM ESTIMATE NO. 42 BID OPENING 07/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: MIKEL, KARL DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY ALTERNATIVE CRASH CUSHION EA 4,000.0000 8,000.00 1.000 4,000 SYSTEM 024 ENVIRONMENTAL PROTECTION LS 156,264.0000 156,264.00 1.000 156,264 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5000 7,950.00 3,362.000 1,681 STRIPE (HAZARDOUS WASTE) 026 ABANDON CULVERT EA 723.0000 21,690.00 29.000 20,967 027 REMOVE FENCE LF 0.5000 18,000.00 1,180.000 590.00 36,874.000 18,437 028 REMOVE METAL BEAM GUARD RAILING LF 7.5000 3,150.00 228.000 1,710 029 REMOVE FLARED END SECTION EA 310.0000 2,480.00 8.000 2,480 030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 2,600.00 16,905.000 3,381 031 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 1,950.00 252.000 630 032 REMOVE PAVEMENT MARKER EA 0.5000 650.00 2,728.000 1,364 033 REMOVE ROADSIDE SIGN EA 45.0000 900.00 1.000 45 034 REMOVE CULVERT LF 28.0000 49,840.00 2,069.900 57,957 035 REMOVE SLOTTED CORRUGATED STEEL PIPE LF 20.0000 6,400.00 320.000 6,400 036 REMOVE INLET EA 440.0000 7,920.00 16.000 7,040 037 REMOVE HEADWALL EA 550.0000 18,150.00 33.000 18,150 038 RECONSTRUCT METAL BEAM GUARD RAILING LF 45.0000 60,300.00 797.000 35,865 039 RELOCATE GATE EA 940.0000 940.00 1.000 940.00 1.000 940 040 RELOCATE ROADSIDE SIGN EA 150.0000 6,000.00 21.000 3,150 041 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.2000 24,360.00 8,085.630 9,702.76 15,652.030 18,782 042 CLEARING AND GRUBBING LS 163,000.0000 163,000.00 1.000 163,000 043 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 1.000 100,000 044 ROADWAY EXCAVATION CY 2.5000 4,675,000.00 807.000 2,017.50 1,934,107.800 4,835,269 045 LEAD COMPLIANCE PLAN LS 785.0000 785.00 1.000 785 046 GEOSYNTHETIC REINFORCED EMBANKMENT CY 4.8000 209,280.00 42,327.700 203,172 047 STRUCTURE EXCAVATION (BRIDGE) CY 25.0000 36,700.00 1,468.000 36,700 (F) 048 STRUCTURE EXCAVATION (RETAINING WALL) CY 27.0000 33,480.00 912.190 24,629 049 STRUCTURE BACKFILL (BRIDGE) CY 110.0000 89,760.00 816.000 89,760 (F) PROGRAM CAS145 PAGE 3 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 02:22 PM ESTIMATE NO. 42 BID OPENING 07/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: MIKEL, KARL DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (SLURRY CEMENT) CY 65.0000 8,450.00 0.000 0 051 STRUCTURE BACKFILL (RETAINING WALL) CY 13.0000 20,410.00 1,275.280 16,578 052 PERVIOUS BACKFILL MATERIAL (RETAINING CY 40.0000 5,200.00 91.440 3,657 WALL) 053 SAND BACKFILL CY 120.0000 44,400.00 293.320 35,198 054 DITCH EXCAVATION CY 21.0000 6,720.00 318.400 6,686 055 CULTIVATE (SOIL AMENDMENT) ACRE 7,080.0000 34,692.00 3.040 21,523 056 PLACE CHIPPED MATERIAL CY 25.0000 5,500.00 139.000 3,475 057 PLACE TREE TRUNK EA 440.0000 3,520.00 8.000 3,520 058 EROSION CONTROL (COMPOST BLANKET) CY 36.4500 492,075.00 197.500 7,198.88 12,131.880 442,207 059 EROSION CONTROL ACRE 1,949.0000 122,787.00 49.610 96,689 (TYPE D)-TYPE1-SEED MIX1 060 EROSION CONTROL ACRE 2,301.0000 9,434.10 0.130 299.13 0.750 1,725 (TYPE D)-TYPE1-SEED MIX2 061 EROSION CONTROL ACRE 2,646.0000 142,884.00 1.340 3,545.64 38.870 102,850 (TYPE D)-TYPE2-SEED MIX1 062 EROSION CONTROL (DRILL SEED)-SEED MIX1 ACRE 1,160.0000 24,360.00 0.000 0 063 EROSION CONTROL (DRILL SEED)-SEED MIX2 ACRE 4,179.0000 19,223.40 3.040 12,704 064 EROSION CONTROL (NETTING) SQYD 2.4700 582,920.00 183,179.000 452,452 065 FIBER ROLLS LF 2.6300 286,670.00 46,295.500 121,757 066 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 560.0000 5,040.00 8.000 4,480 067 WILLOW AND COTTONWOOD POLE CUTTINGS EA 18.5000 19,425.00 1,050.000 19,425 068 EROSION CONTROL (NATIVE GRASS SOD) SQFT 1.3500 17,820.00 0.000 0 069 IRRIGATION SYSTEM LS 10,000.0000 10,000.00 0.000 0 070 3" SUPPLY LINE (BRIDGE) LF 40.0000 40,960.00 1,024.000 40,960 (F) 071 8" CORRUGATED HIGH DENSITY LF 37.0000 18,130.00 565.000 20,905 POLYETHYLENE PIPE CONDUIT 072 FINISHING ROADWAY LS 9,000.0000 9,000.00 0.000 0 073 CLASS 1 AGGREGATE SUBBASE CY 19.0100 2,718,430.00 149,957.770 2,850,697 074 CLASS 2 AGGREGATE BASE CY 37.0000 481,000.00 10,710.300 396,281 075 LEAN CONCRETE BASE CY 76.0000 3,116,000.00 44,387.900 3,373,480 076 CRACK TREATMENT LNMI 3,700.0000 3,700.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 02:22 PM ESTIMATE NO. 42 BID OPENING 07/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: MIKEL, KARL DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 HOT MIX ASPHALT TON 67.0000 7,236,000.00 75.080 5,030.36 110,986.000 7,436,062 078 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 92.0000 2,281,600.00 17,456.570 1,606,004.44 24,239.470 2,230,031 079 RUMBLE STRIP STA 13.5500 20,460.50 845.700 11,459 080 DATA CORE LS 6,600.0000 6,600.00 0.000 0 081 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 0.7500 832.50 258.000 193.50 995.500 746 082 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 0.7500 472.50 620.000 465 083 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 0.7500 25,350.00 143.000 107.25 36,377.500 27,283 084 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 0.7500 2,325.00 923.000 692.25 3,619.000 2,714 085 PLACE HOT MIX ASPHALT SQYD 20.0000 24,000.00 11.500 230.00 420.030 8,400 (MISCELLANEOUS AREA) 086 TACK COAT TON 400.0000 76,000.00 39.220 15,688.00 264.180 105,672 087 120" CAST-IN-DRILLED-HOLE CONCRETE LF 1,800.0000 3,184,200.00 1,671.500 3,008,700 PILING 088 FURNISH PILING (CLASS 140) LF 45.0000 250,110.00 5,558.000 250,110 (ALTERNATIVE W) 089 DRIVE PILE (CLASS 140) EA 1,600.0000 126,400.00 79.000 126,400 (ALTERNATIVE W) 090 PRESTRESSING CAST-IN-PLACE CONCRETE LS 350,000.0000 350,000.00 1.002 350,700 091 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 350.0000 65,800.00 188.000 65,800 (F) 092 STRUCTURAL CONCRETE, BRIDGE CY 511.0000 4,690,980.00 9,180.000 4,690,980 (F) 093 STRUCTURAL CONCRETE, RETAINING WALL CY 470.0000 300,800.00 439.710 206,663 094 STRUCTURAL CONCRETE, APPROACH SLAB CY 750.0000 163,500.00 218.000 163,500 (F) (TYPE N) 095 CLASS 1 CONCRETE (BOX CULVERT) CY 500.0000 410,000.00 883.330 441,665 096 MINOR CONCRETE (MINOR STRUCTURE) CY 1,180.0000 318,600.00 269.700 318,246 097 MINOR CONCRETE (INVERT PAVING) CY 260.0000 28,600.00 85.000 22,100 098 MINOR CONCRETE (BACKFILL) CY 179.0000 13,425.00 53.300 9,540 099 ARCHITECTURAL TEXTURE SQFT 40.0000 124,440.00 3,111.100 124,444 (F) (RANDOM FIELD STONE) 100 PTFE SPHERICAL BEARING EA 6,000.0000 108,000.00 18.000 108,000 101 JOINT SEAL ASSEMBLY (MR 6") LF 930.0000 169,260.00 182.000 169,260 102 BAR REINFORCING STEEL (BRIDGE) LB 0.6500 2,657,197.40 3,938,271.000 2,559,876 (F) 103 BAR REINFORCING STEEL (RETAINING WALL) LB 0.7000 48,300.00 48,066.610 33,646 PROGRAM CAS145 PAGE 5 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 02:22 PM ESTIMATE NO. 42 BID OPENING 07/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: MIKEL, KARL DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 BAR REINFORCING STEEL (BOX CULVERT) LB 0.7500 105,000.00 149,565.500 112,174 105 HEADED BAR REINFORCEMENT EA 5.0000 2,020.00 405.000 2,025 (F) 106 DEER GUARD EA 58,856.9400 235,427.76 4.000 235,427 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.9500 5,970.00 140.000 1,393.00 732.930 7,292 (0.063"-UNFRAMED) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.5500 6,435.50 292.000 3,080.60 925.750 9,766 (0.080"-UNFRAMED) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.6500 941.85 68.250 931 (0.063"-FRAMED) 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.2500 1,852.50 128.250 1,827 (0.080"-FRAMED) 111 ROADSIDE SIGN - ONE POST EA 215.0000 19,780.00 6.000 1,290.00 89.000 19,135 112 ROADSIDE SIGN - TWO POST EA 365.0000 3,650.00 10.000 3,650 113 ROADSIDE SIGN - METAL POST EA 300.0000 1,500.00 6.000 1,800 114 CONCRETE STAINING SQYD 3.9600 34,412.40 0.000 0 115 18" ALTERNATIVE PIPE CULVERT LF 105.0000 144,900.00 1,351.400 141,897 116 24" ALTERNATIVE PIPE CULVERT LF 70.0000 522,200.00 7,144.500 500,115 117 30" ALTERNATIVE PIPE CULVERT LF 110.0000 105,600.00 925.100 101,761 118 36" ALTERNATIVE PIPE CULVERT LF 97.0000 44,620.00 457.400 44,367 119 48" ALTERNATIVE PIPE CULVERT LF 94.0000 231,240.00 2,470.000 232,180 120 10" PLASTIC PIPE LF 43.0000 13,330.00 297.000 12,771 121 8" PLASTIC PIPE LF 45.0000 6,300.00 132.000 5,940 122 36" REINFORCED CONCRETE PIPE LF 120.0000 108,000.00 937.500 112,500 123 42" REINFORCED CONCRETE PIPE LF 140.0000 28,000.00 194.000 27,160 124 66" REINFORCED CONCRETE PIPE LF 280.0000 89,600.00 318.000 89,040 125 JACKED 24" REINFORCED CONCRETE PIPE LF 510.0000 41,310.00 81.000 41,310 (CLASS III) 126 138" STRUCTURAL STEEL PIPE (8 GAGE) LF 1,220.0000 231,800.00 190.800 232,776 127 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 38.0000 7,980.00 205.000 7,790 (.079" THICK) 128 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 42.0000 21,420.00 467.400 19,630 (.079" THICK) 129 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 58.0000 21,460.00 272.000 15,776 (.138" THICK) 130 30" CORRUGATED STEEL PIPE DOWNDRAIN LF 63.0000 4,410.00 70.000 4,410 (.138" THICK) PROGRAM CAS145 PAGE 6 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 02:22 PM ESTIMATE NO. 42 BID OPENING 07/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: MIKEL, KARL DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 48" CORRUGATED STEEL PIPE DOWNDRAIN LF 83.0000 28,220.00 332.000 27,556 (.138" THICK) 132 12" ENTRANCE TAPER EA 450.0000 4,950.00 10.000 4,500 133 12" DOWNDRAIN SLIP JOINT EA 420.0000 4,620.00 8.000 3,360 134 12" ANCHOR ASSEMBLY EA 370.0000 3,700.00 13.000 4,810 135 36" CORRUGATED STEEL PIPE INLET LF 330.0000 9,900.00 28.200 9,306 (.138" THICK) 136 24" WELDED STEEL PIPE CASING (BRIDGE) LF 400.0000 63,200.00 158.000 63,200 137 18" ALTERNATIVE FLARED END SECTION EA 408.2000 2,857.40 7.000 2,857 138 24" ALTERNATIVE FLARED END SECTION EA 453.7400 15,880.90 29.000 13,158 139 30" ALTERNATIVE FLARED END SECTION EA 561.9900 1,685.97 3.000 1,685 140 36" ALTERNATIVE FLARED END SECTION EA 702.7200 2,810.88 4.000 2,810 141 EMERGENCY DRAIN VALVE EA 1,700.0000 3,400.00 2.000 3,400 142 ROCK SLOPE PROTECTION CY 56.0000 239,680.00 4,064.000 227,584 (1/2 TON, METHOD B) 143 ROCK SLOPE PROTECTION CY 63.0000 29,610.00 491.400 30,958 (1/4 TON, METHOD B) 144 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 62.0000 229,400.00 4,201.000 260,462 145 ROCK SLOPE PROTECTION CY 75.0000 171,000.00 2,659.100 199,432 (BACKING NO. 2, METHOD B) 146 CONCRETE (SLOPE PROTECTION) CY 370.0000 27,750.00 74.700 27,639 147 CONCRETE (DITCH LINING) CY 390.0000 198,900.00 467.620 182,371 148 CONCRETE (CONCRETE APRON) CY 675.0000 49,275.00 2.260 1,525.50 62.520 42,201 149 SLOPE PAVING (EXPOSED AGGREGATE) CY 925.0000 189,625.00 279.000 258,075 (F) 150 ROCK SLOPE PROTECTION FABRIC SQYD 1.1500 15,755.00 15,805.200 18,175 151 MINOR CONCRETE (GUTTER) CY 510.0000 7,140.00 13.250 6,757 152 MISCELLANEOUS IRON AND STEEL LB 1.4000 50,414.00 34,098.000 47,737 (F) 153 ISOLATION CASING LB 5.1000 77,856.60 15,266.000 77,856 (F) 154 MISCELLANEOUS METAL (BRIDGE) LB 5.1000 29,559.60 5,796.000 29,559 (F) 155 BRIDGE DECK DRAINAGE SYSTEM LB 6.1000 91,567.10 15,011.000 91,567 (F) 156 FENCE (TYPE BW, 5 STRAND, METAL POST) LF 3.2000 115,200.00 1,689.000 5,404.80 39,442.000 126,214 157 FENCE (TYPE WM, MODIFIED) LF 6.0000 54,000.00 9,192.000 55,152 PROGRAM CAS145 PAGE 7 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 02:22 PM ESTIMATE NO. 42 BID OPENING 07/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: MIKEL, KARL DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 CHAIN LINK FENCE (TYPE CL-7) LF 17.2500 87,630.00 475.000 8,193.75 3,737.000 64,463 159 16' CHAIN LINK GATE (TYPE CL-7) EA 915.0000 33,855.00 20.000 18,300.00 28.000 25,620 160 SURVEY MONUMENT EA 370.0000 9,250.00 0.000 0 161 DELINEATOR (CLASS 1) EA 28.0000 12,600.00 119.000 3,332 162 MILEPOST MARKER EA 40.0000 400.00 0.000 0 163 OBJECT MARKER EA 40.0000 1,160.00 10.000 400 164 METAL BEAM GUARD RAILING (STEEL POST) LF 20.5000 72,980.00 4,476.000 91,758 165 VEGETATION CONTROL (MINOR CONCRETE) SQYD 69.0000 179,400.00 401.500 27,703.50 2,546.900 175,736 166 CABLE RAILING LF 20.0000 18,000.00 897.000 17,940 167 TRANSITION RAILING (TYPE WB) EA 3,200.0000 41,600.00 4.000 12,800 168 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 1,400.00 7.000 4,900 169 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,900.0000 30,400.00 10.000 19,000 170 ALTERNATIVE CRASH CUSHION SYSTEM EA 5,500.0000 11,000.00 1.000 5,500 171 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 75.0000 302,250.00 4,038.000 302,850 (F) 172 CONCRETE BARRIER (TYPE 732) LF 160.0000 102,400.00 497.630 79,620 173 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 3,650.00 158.500 39.63 7,602.500 1,900 174 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 5,145.00 2,598.000 909.30 6,008.000 2,102 175 THERMOPLASTIC PAVEMENT MARKING SQFT 2.2500 17,550.00 307.500 691.88 5,015.000 11,283 176 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 103.50 446.000 66.90 526.000 78 (BROKEN 12-3) 177 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 9,435.00 14,746.000 2,211 (BROKEN 36-12) 178 THERMOPLASTIC TRAFFIC STRIPE LF 1.7500 402,500.00 22,161.000 38,781.75 235,552.000 412,216 (SPRAYABLE) 179 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 11,220.00 1,481.000 2,962 180 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.4000 29,240.00 6,384.000 21,705 PROGRAM CAS145 PAGE 8 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 02:22 PM ESTIMATE NO. 42 BID OPENING 07/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: MIKEL, KARL DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,819,997.18 44,157,978.94 ADJUSTMENT OF COMPENSATION 0.00 1,810,383.18 EXTRA WORK 72,553.03 1,755,707.79 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,892,550.21 47,724,069.91 181 MOBILIZATION LS 2,203,694.2000 2,203,694.20 1.000 2,203,694 ORIGINAL CONTRACT AMOUNT 46,614,551.61 TOTAL WORK COMPLETED 1,892,550.21 49,927,764.11 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -50,870.00 TOTAL 1,902,550.21 49,876,894.11 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 11/05/10 700 12/30/10 12/30/10 08/04/14 736 130 65 0 97% 96% PROGRESS IS SATISFACTORY MIKEL, KARL RESIDENT ENGINEER PROGRAM CAS145 DATE 06/19/14