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 08/22/12 EST. NO.20 TIME 10:42 AM R.E. NAME: HOPKINS, RAMON L. 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 0169 139.18 E.W. @ F.A.(+) 071212 N 0352.0 0170 358.43 062612 N 0335.0 0171 996.32 071312 N 0353.0 0172 637.46 071312 N 0354.0 0173 259.51 071312 N 0355.0 0174 856.51 070212 N 0337.0 0175 522.64 070212 N 0338.0 0176 67.47 080112 N 0362.0 0177 512.65 071112 N 0363.0 0178 644.95 071812 N 0360.0 0179 728.16 071712 N 0358.0 0180 752.91 071812 N 0359.0 0181 637.14 071812 N 0361.0 0182 406.86 041812 N 0302.0 0183 528.32 041912 N 0303.0 0184 362.21 042012 N 0304.0 0185 525.09 051012 N 0306.0 0186 398.04 051112 N 0307.0 0187 32.82 060712 N 0314.0 0188 156.44 060512 N 0315.0 0189 298.54 060412 N 0317.0 0190 659.79 061112 N 0326.0 0191 119.49 071612 N 0356.0 0192 489.73 071612 N 0357.0 0193 924.84 060112 N 0322.0 0194 59.38 060512 N 0316.0 0195 147.51 061212 N 0325.0 004 0011 750.00 E.W. @ F.A.(+) 052312 N 324.00 006 0036 349.98 E.W. @ F.A.(+) 042412 N 0298.0 0037 163.52 042512 N 0299.0 0038 47.17 042312 N 0297.0 0039 173.91 042012 N 0305.0 0040 889.16 041712 N 0308.0 0041 182.35 042012 N 0309.0 0043 104.21 051712 N 0321.0 0044 308.85 040312 N 802336 010 0014 474.52 E.W. @ F.A.(+) 062311 N 797597 014 0013 4,667.00 E.W. @ U.P (+) 082012 N 0013 0 018 0005 36,604.93 A.C. @ U.P.(+) 082012 N 0005 0 022 0015 181.52 E.W. @ F.A.(+) 072312 N 0364.0 034 0001 164.09 E.W. @ F.A.(+) 052212 N 0318.0 0003 689.17 052312 N 0331.0 0004 1,050.17 052412 N 0332.0 0005 1,083.20 052512 N 0333.0 035 0002 87,971.28 A.C. @ L.S.(+) 082012 N 0002 0 037 0001 323.01 E.W. @ F.A.(+) 051812 N 0330.0 0002 1,073.60 061112 N 0327.0 040 0001 672.39 E.W. @ F.A.(+) 062012 N 0340.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 08/22/12 EST. NO.20 TIME 10:42 AM R.E. NAME: HOPKINS, RAMON L. 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 --------------------------------------------------------------------------- 150,146.42 TOTAL THIS ESTIMATE 1,602,639.20 TOTAL PREVIOUS ESTIMATE 1,752,785.62 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 08/22/12 EST. NO.20 TIME 10:42 AM R.E. NAME: HOPKINS, RAMON L. 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 -20,284.75 -50,444.75 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 0.00 0.00 TOTAL DEDUCTIONS -20,284.75 -50,444.75 PROGRAM CAS145 PAGE 1 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 10:42 AM ESTIMATE NO. 20 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 08/20/12 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 08/22/12 LOCATION 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 21,421.0000 21,421.00 0.500 10,710.50 002 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 003 TIME-RELATED OVERHEAD WDAY 2,703.0000 1,892,100.00 21.000 56,763.00 338.000 913,614.00 004 TEMPORARY FENCE (TYPE ESA) LF 1.0500 5,082.00 790.000 829.50 5,039.000 5,290.95 005 CONSTRUCTION SITE MANAGEMENT LS 140,170.0000 140,170.00 0.030 4,205.10 0.480 67,281.60 006 PREPARE STORM WATER POLLUTION LS 2,200.0000 2,200.00 1.000 2,200.00 PREVENTION PLAN 007 TEMPORARY FIBER ROLL LF 1.7200 107,672.00 5,315.000 9,141.80 16,670.000 28,672.40 008 TEMPORARY SILT FENCE LF 1.3200 77,352.00 4,303.000 5,679.96 009 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 30,000.00 7.000 14,000.00 010 TEMPORARY CONSTRUCTION ENTRANCE EA 2,900.0000 43,500.00 1.000 2,900.00 14.000 40,600.00 011 TEMPORARY CHECK DAM LF 1.7200 74,132.00 2,229.000 3,833.88 012 MOVE-IN/MOVE-OUT EA 1,000.0000 9,000.00 15.000 15,000.00 (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 130.0000 10,140.00 17.000 2,210.00 014 TEMPORARY HYDRAULIC MULCH SQYD 0.6900 73,140.00 295,169.500 203,666.96 (BONDED FIBER MATRIX) 015 STREET SWEEPING LS 9,600.0000 9,600.00 0.030 288.00 0.480 4,608.00 016 CONSTRUCTION AREA SIGNS LS 7,952.2500 7,952.25 0.860 6,838.94 017 TRAFFIC CONTROL SYSTEM LS 30,000.0000 30,000.00 0.030 900.00 0.480 14,400.00 018 TYPE III BARRICADE EA 17.1900 2,062.80 70.000 1,203.30 019 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 3,000.00 191.000 4,775.00 020 PORTABLE CHANGEABLE MESSAGE SIGN LS 3,800.0000 3,800.00 0.030 114.00 0.480 1,824.00 021 TEMPORARY RAILING (TYPE K) LF 6.2000 75,020.00 6,621.000 41,050.20 022 TEMPORARY CRASH CUSHION MODULE EA 165.0000 15,675.00 42.000 6,930.00 PROGRAM CAS145 PAGE 2 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 10:42 AM ESTIMATE NO. 20 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 08/20/12 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY ALTERNATIVE CRASH CUSHION EA 4,000.0000 8,000.00 1.000 4,000.00 SYSTEM 024 ENVIRONMENTAL PROTECTION LS 156,264.0000 156,264.00 0.035 5,469.24 0.715 111,728.76 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5000 7,950.00 3,362.000 1,681.00 STRIPE (HAZARDOUS WASTE) 026 ABANDON CULVERT EA 723.0000 21,690.00 1.000 723.00 4.000 2,892.00 027 REMOVE FENCE LF 0.5000 18,000.00 208.000 104.00 31,064.000 15,532.00 028 REMOVE METAL BEAM GUARD RAILING LF 7.5000 3,150.00 0.000 0.00 029 REMOVE FLARED END SECTION EA 310.0000 2,480.00 3.000 930.00 030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 2,600.00 9,896.000 1,979.20 031 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 1,950.00 252.000 630.00 032 REMOVE PAVEMENT MARKER EA 0.5000 650.00 2,466.000 1,233.00 033 REMOVE ROADSIDE SIGN EA 45.0000 900.00 0.000 0.00 034 REMOVE CULVERT LF 28.0000 49,840.00 280.900 7,865.20 691.100 19,350.80 035 REMOVE SLOTTED CORRUGATED STEEL PIPE LF 20.0000 6,400.00 40.000 800.00 40.000 800.00 036 REMOVE INLET EA 440.0000 7,920.00 1.000 440.00 2.000 880.00 037 REMOVE HEADWALL EA 550.0000 18,150.00 4.000 2,200.00 12.000 6,600.00 038 RECONSTRUCT METAL BEAM GUARD RAILING LF 45.0000 60,300.00 0.000 0.00 039 RELOCATE GATE EA 940.0000 940.00 0.000 0.00 040 RELOCATE ROADSIDE SIGN EA 150.0000 6,000.00 0.000 0.00 041 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.2000 24,360.00 627.400 752.88 042 CLEARING AND GRUBBING LS 163,000.0000 163,000.00 0.650 105,950.00 043 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 1.000 100,000.00 044 ROADWAY EXCAVATION CY 2.5000 4,675,000.00 10,445.000 26,112.50 1,011,841.000 2,529,602.50 045 LEAD COMPLIANCE PLAN LS 785.0000 785.00 1.000 785.00 046 GEOSYNTHETIC REINFORCED EMBANKMENT CY 4.8000 209,280.00 42,327.700 203,172.96 047 STRUCTURE EXCAVATION (BRIDGE) CY 25.0000 36,700.00 1,468.000 36,700.00 (F) 048 STRUCTURE EXCAVATION (RETAINING WALL) CY 27.0000 33,480.00 1,001.030 27,027.81 049 STRUCTURE BACKFILL (BRIDGE) CY 110.0000 89,760.00 816.000 89,760.00 (F) PROGRAM CAS145 PAGE 3 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 10:42 AM ESTIMATE NO. 20 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 08/20/12 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (SLURRY CEMENT) CY 65.0000 8,450.00 0.000 0.00 051 STRUCTURE BACKFILL (RETAINING WALL) CY 13.0000 20,410.00 967.600 12,578.80 052 PERVIOUS BACKFILL MATERIAL (RETAINING CY 40.0000 5,200.00 69.900 2,796.00 WALL) 053 SAND BACKFILL CY 120.0000 44,400.00 3.200 384.00 19.500 2,340.00 054 DITCH EXCAVATION CY 21.0000 6,720.00 189.300 3,975.30 055 CULTIVATE (SOIL AMENDMENT) ACRE 7,080.0000 34,692.00 0.000 0.00 056 PLACE CHIPPED MATERIAL CY 25.0000 5,500.00 0.000 0.00 057 PLACE TREE TRUNK EA 440.0000 3,520.00 0.000 0.00 058 EROSION CONTROL (COMPOST BLANKET) CY 36.4500 492,075.00 1,499.500 54,656.78 059 EROSION CONTROL ACRE 1,949.0000 122,787.00 1.440 2,806.56 (TYPE D)-TYPE1-SEED MIX1 060 EROSION CONTROL ACRE 2,301.0000 9,434.10 0.000 0.00 (TYPE D)-TYPE1-SEED MIX2 061 EROSION CONTROL ACRE 2,646.0000 142,884.00 8.580 22,702.68 (TYPE D)-TYPE2-SEED MIX1 062 EROSION CONTROL (DRILL SEED)-SEED MIX1 ACRE 1,160.0000 24,360.00 0.000 0.00 063 EROSION CONTROL (DRILL SEED)-SEED MIX2 ACRE 4,179.0000 19,223.40 0.000 0.00 064 EROSION CONTROL (NETTING) SQYD 2.4700 582,920.00 6,941.000 17,144.27 065 FIBER ROLLS LF 2.6300 286,670.00 26,126.000 68,711.38 066 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 560.0000 5,040.00 1.000 560.00 4.000 2,240.00 067 WILLOW AND COTTONWOOD POLE CUTTINGS EA 18.5000 19,425.00 1,050.000 19,425.00 068 EROSION CONTROL (NATIVE GRASS SOD) SQFT 1.3500 17,820.00 0.000 0.00 069 IRRIGATION SYSTEM LS 10,000.0000 10,000.00 0.000 0.00 070 3" SUPPLY LINE (BRIDGE) LF 40.0000 40,960.00 1,024.000 40,960.00 (F) 071 8" CORRUGATED HIGH DENSITY LF 37.0000 18,130.00 408.000 15,096.00 POLYETHYLENE PIPE CONDUIT 072 FINISHING ROADWAY LS 9,000.0000 9,000.00 0.000 0.00 073 CLASS 1 AGGREGATE SUBBASE CY 19.0100 2,718,430.00 64,785.370 1,231,569.88 074 CLASS 2 AGGREGATE BASE CY 37.0000 481,000.00 6,632.060 245,386.22 075 LEAN CONCRETE BASE CY 76.0000 3,116,000.00 16,423.400 1,248,178.40 076 CRACK TREATMENT LNMI 3,700.0000 3,700.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 10:42 AM ESTIMATE NO. 20 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 08/20/12 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 HOT MIX ASPHALT TON 67.0000 7,236,000.00 49,189.630 3,295,705.21 078 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 92.0000 2,281,600.00 0.000 0.00 079 RUMBLE STRIP STA 13.5500 20,460.50 352.900 4,781.80 080 DATA CORE LS 6,600.0000 6,600.00 0.000 0.00 081 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 0.7500 832.50 517.000 387.75 082 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 0.7500 472.50 0.000 0.00 083 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 0.7500 25,350.00 16,049.000 12,036.75 084 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 0.7500 2,325.00 2,491.000 1,868.25 085 PLACE HOT MIX ASPHALT SQYD 20.0000 24,000.00 213.000 4,260.00 (MISCELLANEOUS AREA) 086 TACK COAT TON 400.0000 76,000.00 94.580 37,832.00 087 120" CAST-IN-DRILLED-HOLE CONCRETE LF 1,800.0000 3,184,200.00 1,671.500 3,008,700.00 PILING 088 FURNISH PILING (CLASS 140) LF 45.0000 250,110.00 5,558.000 250,110.00 (ALTERNATIVE W) 089 DRIVE PILE (CLASS 140) EA 1,600.0000 126,400.00 79.000 126,400.00 (ALTERNATIVE W) 090 PRESTRESSING CAST-IN-PLACE CONCRETE LS 350,000.0000 350,000.00 1.002 350,700.00 091 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 350.0000 65,800.00 188.000 65,800.00 (F) 092 STRUCTURAL CONCRETE, BRIDGE CY 511.0000 4,690,980.00 9,180.000 4,690,980.00 (F) 093 STRUCTURAL CONCRETE, RETAINING WALL CY 470.0000 300,800.00 301.110 141,521.70 094 STRUCTURAL CONCRETE, APPROACH SLAB CY 750.0000 163,500.00 218.000 163,500.00 (F) (TYPE N) 095 CLASS 1 CONCRETE (BOX CULVERT) CY 500.0000 410,000.00 482.600 241,300.00 096 MINOR CONCRETE (MINOR STRUCTURE) CY 1,180.0000 318,600.00 4.200 4,956.00 135.580 159,984.40 097 MINOR CONCRETE (INVERT PAVING) CY 260.0000 28,600.00 0.000 0.00 098 MINOR CONCRETE (BACKFILL) CY 179.0000 13,425.00 15.900 2,846.10 099 ARCHITECTURAL TEXTURE SQFT 40.0000 124,440.00 3,111.100 124,444.00 (F) (RANDOM FIELD STONE) 100 PTFE SPHERICAL BEARING EA 6,000.0000 108,000.00 18.000 108,000.00 101 JOINT SEAL ASSEMBLY (MR 6") LF 930.0000 169,260.00 182.000 169,260.00 102 BAR REINFORCING STEEL (BRIDGE) LB 0.6500 2,657,197.40 3,938,271.000 2,559,876.15 (F) 103 BAR REINFORCING STEEL (RETAINING WALL) LB 0.7000 48,300.00 33,256.520 23,279.56 PROGRAM CAS145 PAGE 5 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 10:42 AM ESTIMATE NO. 20 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 08/20/12 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 BAR REINFORCING STEEL (BOX CULVERT) LB 0.7500 105,000.00 79,782.490 59,836.87 105 HEADED BAR REINFORCEMENT EA 5.0000 2,020.00 405.000 2,025.00 (F) 106 DEER GUARD EA 58,856.9400 235,427.76 4.000 235,427.76 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.9500 5,970.00 100.190 996.89 (0.063"-UNFRAMED) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.5500 6,435.50 21.500 226.83 (0.080"-UNFRAMED) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.6500 941.85 0.000 0.00 (0.063"-FRAMED) 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.2500 1,852.50 77.500 1,104.38 (0.080"-FRAMED) 111 ROADSIDE SIGN - ONE POST EA 215.0000 19,780.00 11.000 2,365.00 112 ROADSIDE SIGN - TWO POST EA 365.0000 3,650.00 4.000 1,460.00 113 ROADSIDE SIGN - METAL POST EA 300.0000 1,500.00 2.000 600.00 114 CONCRETE STAINING SQYD 3.9600 34,412.40 0.000 0.00 115 18" ALTERNATIVE PIPE CULVERT LF 105.0000 144,900.00 920.400 96,642.00 116 24" ALTERNATIVE PIPE CULVERT LF 70.0000 522,200.00 361.000 25,270.00 3,160.700 221,249.00 117 30" ALTERNATIVE PIPE CULVERT LF 110.0000 105,600.00 498.000 54,780.00 118 36" ALTERNATIVE PIPE CULVERT LF 97.0000 44,620.00 251.400 24,385.80 119 48" ALTERNATIVE PIPE CULVERT LF 94.0000 231,240.00 126.000 11,844.00 120 10" PLASTIC PIPE LF 43.0000 13,330.00 229.000 9,847.00 121 8" PLASTIC PIPE LF 45.0000 6,300.00 52.000 2,340.00 122 36" REINFORCED CONCRETE PIPE LF 120.0000 108,000.00 363.500 43,620.00 123 42" REINFORCED CONCRETE PIPE LF 140.0000 28,000.00 96.000 13,440.00 124 66" REINFORCED CONCRETE PIPE LF 280.0000 89,600.00 143.000 40,040.00 125 JACKED 24" REINFORCED CONCRETE PIPE LF 510.0000 41,310.00 0.000 0.00 (CLASS III) 126 138" STRUCTURAL STEEL PIPE (8 GAGE) LF 1,220.0000 231,800.00 32.800 40,016.00 190.800 232,776.00 127 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 38.0000 7,980.00 61.000 2,318.00 (.079" THICK) 128 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 42.0000 21,420.00 5.700 239.40 298.500 12,537.00 (.079" THICK) 129 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 58.0000 21,460.00 5.100 295.80 213.900 12,406.20 (.138" THICK) 130 30" CORRUGATED STEEL PIPE DOWNDRAIN LF 63.0000 4,410.00 70.000 4,410.00 (.138" THICK) PROGRAM CAS145 PAGE 6 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 10:42 AM ESTIMATE NO. 20 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 08/20/12 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 48" CORRUGATED STEEL PIPE DOWNDRAIN LF 83.0000 28,220.00 0.000 0.00 (.138" THICK) 132 12" ENTRANCE TAPER EA 450.0000 4,950.00 5.000 2,250.00 133 12" DOWNDRAIN SLIP JOINT EA 420.0000 4,620.00 4.000 1,680.00 134 12" ANCHOR ASSEMBLY EA 370.0000 3,700.00 4.000 1,480.00 135 36" CORRUGATED STEEL PIPE INLET LF 330.0000 9,900.00 4.000 1,320.00 (.138" THICK) 136 24" WELDED STEEL PIPE CASING (BRIDGE) LF 400.0000 63,200.00 158.000 63,200.00 137 18" ALTERNATIVE FLARED END SECTION EA 408.2000 2,857.40 1.000 408.20 4.000 1,632.80 138 24" ALTERNATIVE FLARED END SECTION EA 453.7400 15,880.90 1.000 453.74 4.000 1,814.96 139 30" ALTERNATIVE FLARED END SECTION EA 561.9900 1,685.97 1.000 561.99 140 36" ALTERNATIVE FLARED END SECTION EA 702.7200 2,810.88 2.000 1,405.44 141 EMERGENCY DRAIN VALVE EA 1,700.0000 3,400.00 1.000 1,700.00 142 ROCK SLOPE PROTECTION CY 56.0000 239,680.00 4,064.000 227,584.00 (1/2 TON, METHOD B) 143 ROCK SLOPE PROTECTION CY 63.0000 29,610.00 96.400 6,073.20 96.400 6,073.20 (1/4 TON, METHOD B) 144 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 62.0000 229,400.00 3,727.500 231,105.00 145 ROCK SLOPE PROTECTION CY 75.0000 171,000.00 68.200 5,115.00 114.200 8,565.00 (BACKING NO. 2, METHOD B) 146 CONCRETE (SLOPE PROTECTION) CY 370.0000 27,750.00 30.000 11,100.00 147 CONCRETE (DITCH LINING) CY 390.0000 198,900.00 183.050 71,389.50 148 CONCRETE (CONCRETE APRON) CY 675.0000 49,275.00 0.750 506.25 149 SLOPE PAVING (EXPOSED AGGREGATE) CY 925.0000 189,625.00 279.000 258,075.00 (F) 150 ROCK SLOPE PROTECTION FABRIC SQYD 1.1500 15,755.00 192.000 220.80 6,936.000 7,976.40 151 MINOR CONCRETE (GUTTER) CY 510.0000 7,140.00 8.600 4,386.00 152 MISCELLANEOUS IRON AND STEEL LB 1.4000 50,414.00 16,654.000 23,315.60 (F) 153 ISOLATION CASING LB 5.1000 77,856.60 15,266.000 77,856.60 (F) 154 MISCELLANEOUS METAL (BRIDGE) LB 5.1000 29,559.60 5,796.000 29,559.60 (F) 155 BRIDGE DECK DRAINAGE SYSTEM LB 6.1000 91,567.10 14,930.500 91,076.05 (F) 156 FENCE (TYPE BW, 5 STRAND, METAL POST) LF 3.2000 115,200.00 27,720.000 88,704.00 157 FENCE (TYPE WM, MODIFIED) LF 6.0000 54,000.00 9,089.000 54,534.00 PROGRAM CAS145 PAGE 7 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 10:42 AM ESTIMATE NO. 20 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 08/20/12 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 CHAIN LINK FENCE (TYPE CL-7) LF 17.2500 87,630.00 102.000 1,759.50 159 16' CHAIN LINK GATE (TYPE CL-7) EA 915.0000 33,855.00 0.000 0.00 160 SURVEY MONUMENT EA 370.0000 9,250.00 0.000 0.00 161 DELINEATOR (CLASS 1) EA 28.0000 12,600.00 113.000 3,164.00 162 MILEPOST MARKER EA 40.0000 400.00 0.000 0.00 163 OBJECT MARKER EA 40.0000 1,160.00 10.000 400.00 164 METAL BEAM GUARD RAILING (STEEL POST) LF 20.5000 72,980.00 2,750.000 56,375.00 165 VEGETATION CONTROL (MINOR CONCRETE) SQYD 69.0000 179,400.00 1,101.400 75,996.60 166 CABLE RAILING LF 20.0000 18,000.00 355.000 7,100.00 167 TRANSITION RAILING (TYPE WB) EA 3,200.0000 41,600.00 1.000 3,200.00 168 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 1,400.00 2.000 1,400.00 169 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,900.0000 30,400.00 4.000 7,600.00 170 ALTERNATIVE CRASH CUSHION SYSTEM EA 5,500.0000 11,000.00 0.000 0.00 171 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 75.0000 302,250.00 4,038.000 302,850.00 (F) 172 CONCRETE BARRIER (TYPE 732) LF 160.0000 102,400.00 351.500 56,240.00 173 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 3,650.00 5,702.000 1,425.50 174 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 5,145.00 0.000 0.00 175 THERMOPLASTIC PAVEMENT MARKING SQFT 2.2500 17,550.00 1,846.000 4,153.50 176 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 103.50 0.000 0.00 (BROKEN 12-3) 177 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 9,435.00 0.000 0.00 (BROKEN 36-12) 178 THERMOPLASTIC TRAFFIC STRIPE LF 1.7500 402,500.00 103,973.000 181,952.75 (SPRAYABLE) 179 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 11,220.00 184.000 368.00 180 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.4000 29,240.00 3,300.000 11,220.00 PROGRAM CAS145 PAGE 8 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 10:42 AM ESTIMATE NO. 20 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 08/20/12 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 202,847.48 26,261,252.51 ADJUSTMENT OF COMPENSATION 124,576.21 1,045,428.41 EXTRA WORK 25,570.21 707,357.21 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 352,993.90 28,014,038.13 181 MOBILIZATION LS 203,694.2000 2,203,694.20 1.000 2,203,694.20 ORIGINAL CONTRACT AMOUNT 46,614,551.61 TOTAL WORK COMPLETED 352,993.90 30,217,732.33 MATERIALS ON HAND ON SITE 308,126.92 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -20,284.75 -50,444.75 TOTAL 332,709.15 30,475,414.50 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 00/00/00 03/06/14 338 22 19 0 62% 47% PROGRESS IS SATISFACTORY HOPKINS, RAMON L. RESIDENT ENGINEER PROGRAM CAS145 DATE 08/22/12