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 12/20/12 EST. NO.24 TIME 01:14 PM 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 0009 144.51 E.W. @ F.A.(+) 050311 N 0017.0 0010 144.51 050411 N 0018.0 0061 194.17 072011 N 0082.0 0063 194.17 072211 N 0084.0 0064 194.17 072511 N 0085.0 0065 194.17 072611 N 0086.0 0078 133.49 071911 N 0081.0 0156 341.58 032112 N 0269.0 0198 152.62 091112 N 0369.0 0199 203.49 091212 N 0370.0 0200 340.05 091312 N 0371.0 0201 476.61 091712 N 0382.0 0202 476.61 091812 N 0383.0 0203 374.86 091912 N 0384.0 0204 425.73 092012 N 0385.0 0205 425.73 092112 N 0386.0 0206 451.17 092412 N 0387.0 0207 463.89 092512 N 0388.0 0208 451.17 092612 N 0389.0 0209 425.73 092712 N 0390.0 0210 425.73 092812 N 0394.0 0211 51.21 100212 N 0399.0 0212 528.32 041812 N 838810 0213 135.98 041712 N 838811 0214 161.18 031512 N 838814 003 0008 3,106.00 E.W. @ F.A.(+) 080211 N 838191 006 0003 183.31 E.W. @ F.A.(+) 100511 N 0162.0 0004 378.71 100611 N 0163.0 0006 261.07 111011 N 0169.0 0045 269.56 112012 N 0435.0 014 0016 5,667.00 E.W. @ U.P (+) 121912 N 0016 0 022 0017 5,925.01 E.W. @ F.A.(+) 050912 N 0417.0 0018 4,347.00 051412 N 0420.0 023 0001 1,624.21 E.W. @ F.A.(+) 120611 N 0197.0 0002 2,048.87 120811 N 0198.0 0003 537.67 120811 N 437 0 0005 448.06 120611 N 439.10 024 0003 739.11 E.W. @ F.A.(+) 120711 N 0200.0 0005 179.22 120711 N 438 0 025 0001 1,327.02 E.W. @ F.A.(+) 010912 N 0218.0 034 0006 301.73 E.W. @ F.A.(+) 100512 N 0400.0 041 0003 982.25 E.W. @ F.A.(+) 110512 N 0416.0 0004 542.83 092512 N 0391.0 0005 1,286.59 092612 N 0392.0 37,666.07 TOTAL THIS ESTIMATE 1,771,603.45 TOTAL PREVIOUS ESTIMATE 1,809,269.52 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 12/20/12 EST. NO.24 TIME 01:14 PM 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 SWPPP COMPLIANCE 20,284.75 21 SWPPP VIOLATIONS -83,543.07 24 -83,543.07 -113,703.07 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 -83,543.07 -113,703.07 PROGRAM CAS145 PAGE 1 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 01:14 PM ESTIMATE NO. 24 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 12/20/12 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 12/20/12 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 $ 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 7.000 18,921.00 407.000 1,100,121 004 TEMPORARY FENCE (TYPE ESA) LF 1.0500 5,082.00 5,039.000 5,290 005 CONSTRUCTION SITE MANAGEMENT LS 140,170.0000 140,170.00 0.010 1,401.70 0.580 81,298 006 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 1,336.000 2,297.92 26,464.000 45,518 008 TEMPORARY SILT FENCE LF 1.3200 77,352.00 169.000 223.08 5,792.000 7,645 009 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 74,132.00 274.000 471.28 3,282.000 5,645 012 MOVE-IN/MOVE-OUT EA 1,000.0000 9,000.00 16.000 16,000 (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 130.0000 10,140.00 17.000 2,210 014 TEMPORARY HYDRAULIC MULCH SQYD 0.6900 73,140.00 333,549.500 230,149 (BONDED FIBER MATRIX) 015 STREET SWEEPING LS 9,600.0000 9,600.00 0.010 96.00 0.580 5,568 016 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 0.010 300.00 0.580 17,400 018 TYPE III BARRICADE EA 17.1900 2,062.80 70.000 1,203 019 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 3,000.00 191.000 4,775 020 PORTABLE CHANGEABLE MESSAGE SIGN LS 3,800.0000 3,800.00 0.010 38.00 0.580 2,204 021 TEMPORARY RAILING (TYPE K) LF 6.2000 75,020.00 6,621.000 41,050 022 TEMPORARY CRASH CUSHION MODULE EA 165.0000 15,675.00 42.000 6,930 PROGRAM CAS145 PAGE 2 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 01:14 PM ESTIMATE NO. 24 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 12/20/12 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.035 5,469.24 0.855 133,605 025 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 10.000 7,230 027 REMOVE FENCE LF 0.5000 18,000.00 31,064.000 15,532 028 REMOVE METAL BEAM GUARD RAILING LF 7.5000 3,150.00 0.000 0 029 REMOVE FLARED END SECTION EA 310.0000 2,480.00 3.000 930 030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 2,600.00 9,896.000 1,979 031 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 1,950.00 252.000 630 032 REMOVE PAVEMENT MARKER EA 0.5000 650.00 2,466.000 1,233 033 REMOVE ROADSIDE SIGN EA 45.0000 900.00 0.000 0 034 REMOVE CULVERT LF 28.0000 49,840.00 38.000 1,064.00 729.100 20,414 035 REMOVE SLOTTED CORRUGATED STEEL PIPE LF 20.0000 6,400.00 60.000 1,200 036 REMOVE INLET EA 440.0000 7,920.00 3.000 1,320 037 REMOVE HEADWALL EA 550.0000 18,150.00 1.000 550.00 15.000 8,250 038 RECONSTRUCT METAL BEAM GUARD RAILING LF 45.0000 60,300.00 0.000 0 039 RELOCATE GATE EA 940.0000 940.00 0.000 0 040 RELOCATE ROADSIDE SIGN EA 150.0000 6,000.00 0.000 0 041 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.2000 24,360.00 627.400 752 042 CLEARING AND GRUBBING LS 163,000.0000 163,000.00 0.650 105,950 043 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 1.000 100,000 044 ROADWAY EXCAVATION CY 2.5000 4,675,000.00 94,997.000 237,492.50 1,328,451.000 3,321,127 045 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 33,480.00 452.280 12,211.56 1,453.310 39,239 049 STRUCTURE BACKFILL (BRIDGE) CY 110.0000 89,760.00 816.000 89,760 (F) PROGRAM CAS145 PAGE 3 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 01:14 PM ESTIMATE NO. 24 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 12/20/12 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 20,410.00 221.650 2,881.45 1,189.250 15,460 052 PERVIOUS BACKFILL MATERIAL (RETAINING CY 40.0000 5,200.00 19.010 760.40 88.910 3,556 WALL) 053 SAND BACKFILL CY 120.0000 44,400.00 169.250 20,310 054 DITCH EXCAVATION CY 21.0000 6,720.00 318.400 6,686 055 CULTIVATE (SOIL AMENDMENT) ACRE 7,080.0000 34,692.00 0.000 0 056 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 2,389.400 87,093 059 EROSION CONTROL ACRE 1,949.0000 122,787.00 2.240 4,365 (TYPE D)-TYPE1-SEED MIX1 060 EROSION CONTROL ACRE 2,301.0000 9,434.10 0.190 437 (TYPE D)-TYPE1-SEED MIX2 061 EROSION CONTROL ACRE 2,646.0000 142,884.00 14.230 37,652 (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 6,941.000 17,144 065 FIBER ROLLS LF 2.6300 286,670.00 39,664.000 104,316 066 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 560.0000 5,040.00 1.000 560.00 7.000 3,920 067 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 18,130.00 408.000 15,096 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 73,269.670 1,392,856 074 CLASS 2 AGGREGATE BASE CY 37.0000 481,000.00 84.440 3,124.28 6,716.500 248,510 075 LEAN CONCRETE BASE CY 76.0000 3,116,000.00 16,423.400 1,248,178 076 CRACK TREATMENT LNMI 3,700.0000 3,700.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 01:14 PM ESTIMATE NO. 24 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 12/20/12 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 49,189.630 3,295,705 078 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 92.0000 2,281,600.00 0.000 0 079 RUMBLE STRIP STA 13.5500 20,460.50 352.900 4,781 080 DATA CORE LS 6,600.0000 6,600.00 0.000 0 081 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 0.7500 832.50 517.000 387 082 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 0.7500 472.50 0.000 0 083 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 0.7500 25,350.00 16,049.000 12,036 084 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 0.7500 2,325.00 2,491.000 1,868 085 PLACE HOT MIX ASPHALT SQYD 20.0000 24,000.00 213.000 4,260 (MISCELLANEOUS AREA) 086 TACK COAT TON 400.0000 76,000.00 94.580 37,832 087 120" 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 410,000.00 868.030 434,015 096 MINOR CONCRETE (MINOR STRUCTURE) CY 1,180.0000 318,600.00 9.200 10,856.00 152.480 179,926 097 MINOR CONCRETE (INVERT PAVING) CY 260.0000 28,600.00 0.000 0 098 MINOR CONCRETE (BACKFILL) CY 179.0000 13,425.00 27.500 4,922 099 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 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 01:14 PM ESTIMATE NO. 24 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 12/20/12 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 105,000.00 146,134.550 109,600 105 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 5,970.00 100.190 996 (0.063"-UNFRAMED) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.5500 6,435.50 21.500 226 (0.080"-UNFRAMED) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.6500 941.85 0.000 0 (0.063"-FRAMED) 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.2500 1,852.50 77.500 1,104 (0.080"-FRAMED) 111 ROADSIDE SIGN - ONE POST EA 215.0000 19,780.00 11.000 2,365 112 ROADSIDE SIGN - TWO POST EA 365.0000 3,650.00 4.000 1,460 113 ROADSIDE SIGN - METAL POST EA 300.0000 1,500.00 2.000 600 114 CONCRETE STAINING SQYD 3.9600 34,412.40 0.000 0 115 18" ALTERNATIVE PIPE CULVERT LF 105.0000 144,900.00 920.400 96,642 116 24" ALTERNATIVE PIPE CULVERT LF 70.0000 522,200.00 35.000 2,450.00 3,751.700 262,619 117 30" ALTERNATIVE PIPE CULVERT LF 110.0000 105,600.00 498.000 54,780 118 36" ALTERNATIVE PIPE CULVERT LF 97.0000 44,620.00 251.400 24,385 119 48" ALTERNATIVE PIPE CULVERT LF 94.0000 231,240.00 92.000 8,648.00 218.000 20,492 120 10" PLASTIC PIPE LF 43.0000 13,330.00 229.000 9,847 121 8" PLASTIC PIPE LF 45.0000 6,300.00 52.000 2,340 122 36" REINFORCED CONCRETE PIPE LF 120.0000 108,000.00 363.500 43,620 123 42" REINFORCED CONCRETE PIPE LF 140.0000 28,000.00 96.000 13,440 124 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 61.000 2,318 (.079" THICK) 128 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 42.0000 21,420.00 305.000 12,810 (.079" THICK) 129 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 58.0000 21,460.00 218.600 12,678 (.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 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 01:14 PM ESTIMATE NO. 24 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 12/20/12 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 28,220.00 272.000 22,576.00 272.000 22,576 (.138" THICK) 132 12" ENTRANCE TAPER EA 450.0000 4,950.00 5.000 2,250 133 12" DOWNDRAIN SLIP JOINT EA 420.0000 4,620.00 4.000 1,680 134 12" ANCHOR ASSEMBLY EA 370.0000 3,700.00 4.000 1,480 135 36" CORRUGATED STEEL PIPE INLET LF 330.0000 9,900.00 9.700 3,201 (.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 2.000 816.40 6.000 2,449 138 24" ALTERNATIVE FLARED END SECTION EA 453.7400 15,880.90 2.000 907.48 9.000 4,083 139 30" ALTERNATIVE FLARED END SECTION EA 561.9900 1,685.97 1.000 561 140 36" ALTERNATIVE FLARED END SECTION EA 702.7200 2,810.88 2.000 1,405 141 EMERGENCY DRAIN VALVE EA 1,700.0000 3,400.00 1.000 1,700 142 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 3,740.000 231,880 145 ROCK SLOPE PROTECTION CY 75.0000 171,000.00 583.600 43,770 (BACKING NO. 2, METHOD B) 146 CONCRETE (SLOPE PROTECTION) CY 370.0000 27,750.00 30.000 11,100 147 CONCRETE (DITCH LINING) CY 390.0000 198,900.00 183.050 71,389 148 CONCRETE (CONCRETE APRON) CY 675.0000 49,275.00 0.750 506 149 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 8,419.100 9,681 151 MINOR CONCRETE (GUTTER) CY 510.0000 7,140.00 8.600 4,386 152 MISCELLANEOUS IRON AND STEEL LB 1.4000 50,414.00 16,654.000 23,315 (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 14,930.500 91,076 (F) 156 FENCE (TYPE BW, 5 STRAND, METAL POST) LF 3.2000 115,200.00 27,720.000 88,704 157 FENCE (TYPE WM, MODIFIED) LF 6.0000 54,000.00 9,089.000 54,534 PROGRAM CAS145 PAGE 7 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 01:14 PM ESTIMATE NO. 24 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 12/20/12 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 87,630.00 102.000 1,759 159 16' CHAIN LINK GATE (TYPE CL-7) EA 915.0000 33,855.00 0.000 0 160 SURVEY MONUMENT EA 370.0000 9,250.00 0.000 0 161 DELINEATOR (CLASS 1) EA 28.0000 12,600.00 2.000 56.00 119.000 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 2,750.000 56,375 165 VEGETATION CONTROL (MINOR CONCRETE) SQYD 69.0000 179,400.00 1,101.400 75,996 166 CABLE RAILING LF 20.0000 18,000.00 355.000 7,100 167 TRANSITION RAILING (TYPE WB) EA 3,200.0000 41,600.00 1.000 3,200 168 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 1,400.00 2.000 1,400 169 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,900.0000 30,400.00 4.000 7,600 170 ALTERNATIVE CRASH CUSHION SYSTEM EA 5,500.0000 11,000.00 0.000 0 171 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 102,400.00 351.500 56,240 173 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 3,650.00 5,702.000 1,425 174 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 5,145.00 0.000 0 175 THERMOPLASTIC PAVEMENT MARKING SQFT 2.2500 17,550.00 1,846.000 4,153 176 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 103.50 0.000 0 (BROKEN 12-3) 177 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 9,435.00 0.000 0 (BROKEN 36-12) 178 THERMOPLASTIC TRAFFIC STRIPE LF 1.7500 402,500.00 103,973.000 181,952 (SPRAYABLE) 179 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 11,220.00 184.000 368 180 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.4000 29,240.00 3,300.000 11,220 PROGRAM CAS145 PAGE 8 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 01:14 PM ESTIMATE NO. 24 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 12/20/12 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 334,172.29 28,213,988.35 ADJUSTMENT OF COMPENSATION 0.00 1,045,428.41 EXTRA WORK 37,666.07 763,841.11 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 371,838.36 30,023,257.87 181 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 371,838.36 32,226,952.07 MATERIALS ON HAND ON SITE 262,516.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -83,543.07 -113,703.07 TOTAL 288,295.29 32,375,765.00 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 03/25/12 409 85 19 0 66% 57% PROGRESS IS SATISFACTORY HOPKINS, RAMON L. RESIDENT ENGINEER PROGRAM CAS145 DATE 12/20/12