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 05/22/13 EST. NO.29 TIME 02:02 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 0234 270.70 E.W. @ F.A.(+) 040813 N 0503.0 0235 270.70 040913 N 0504.0 0236 267.50 041013 N 0505.0 0237 267.50 041113 N 0506.0 0239 219.55 041713 N 0507.0 0240 84.59 041513 N 0508.0 0241 267.50 041213 N 0509.0 0242 84.59 041613 N 0510.0 0243 101.51 041813 N 0511.0 0246 336.38 042913 N 0518.0 014 0023 4,667.00 E.W. @ U.P (+) 051713 N 0023 0 022 0023 5,307.03 E.W. @ F.A.(+) 051012 N 0418.0 028 0001 23,570.00 E.W. @ L.S.(+) 050813 N 001 0 031 0001 13,813.00 E.W. @ L.S.(+) 050813 N 0001 0 033 0001 1,215.00 A.C. @ L.S.(+) 050813 N 0001 0 034 0011 3,051.83 E.W. @ F.A.(+) 100112 N 0430.0 0012 3,051.83 100212 N 0431.0 0013 3,769.85 100312 N 0432.0 0015 1,695.68 100512 N 0434.0 040 0003 210.83 E.W. @ F.A.(+) 062012 N 0339.1 042 0001 693.00 E.W. @ L.S.(+) 050813 N 0001 0 043 0004 3,882.65 E.W. @ F.A.(+) 011513 N 0485.1 0005 50.77 010713 N 0486.1 0006 2,347.43 010913 N 0487.1 0007 436.43 012413 N 0488.1 0008 132.18 021313 N 0489.1 0011 441.08 022713 N 0492.1 0012 1,472.88 022813 N 0493.1 0013 1,892.31 010913 N 0480.1 0016 5,179.59 011113 N 0483.1 0017 5,147.82 011413 N 0484.1 0023 726.27 011113 N 0516.0 044 0001 5,000.00 E.W. @ L.S.(+) 041813 N 0001 0 045 0001 3,650.00 A.C. @ L.S.(+) 041813 N 0001 0 93,574.98 TOTAL THIS ESTIMATE 1,964,741.99 TOTAL PREVIOUS ESTIMATE 2,058,316.97 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 05/22/13 EST. NO.29 TIME 02:02 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 RELEASE SWPPP DEDUCT 83,543.07 25 0.00 -30,160.00 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 0.00 -1,200.00 TOTAL DEDUCTIONS 0.00 -31,360.00 PROGRAM CAS145 PAGE 1 DATE 05/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 02:02 PM ESTIMATE NO. 29 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 05/20/13 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 05/22/13 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 21.000 56,763.00 490.000 1,324,470 004 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 0.030 4,205.10 0.700 98,119 006 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 44,335.000 76,256 008 TEMPORARY SILT FENCE LF 1.3200 77,352.00 901.000 1,189.32 6,835.000 9,022 009 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 3,554.000 6,112 012 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 31.000 4,030 014 TEMPORARY HYDRAULIC MULCH SQYD 0.6900 73,140.00 366,790.500 253,085 (BONDED FIBER MATRIX) 015 STREET SWEEPING LS 9,600.0000 9,600.00 0.030 288.00 0.700 6,720 016 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 0.030 900.00 0.700 21,000 018 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 0.030 114.00 0.700 2,660 021 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 05/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 02:02 PM ESTIMATE NO. 29 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 05/20/13 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 05/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.010 1,562.64 0.955 149,232 025 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 2.000 1,446.00 12.000 8,676 027 REMOVE FENCE LF 0.5000 18,000.00 3,603.000 1,801.50 34,667.000 17,333 028 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 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 49,840.00 128.000 3,584.00 928.100 25,986 035 REMOVE SLOTTED CORRUGATED STEEL PIPE LF 20.0000 6,400.00 140.000 2,800 036 REMOVE INLET EA 440.0000 7,920.00 1.000 440.00 4.000 1,760 037 REMOVE HEADWALL EA 550.0000 18,150.00 1.000 550.00 18.000 9,900 038 RECONSTRUCT METAL BEAM GUARD RAILING LF 45.0000 60,300.00 522.000 23,490 039 RELOCATE GATE EA 940.0000 940.00 0.000 0 040 RELOCATE ROADSIDE SIGN EA 150.0000 6,000.00 11.000 1,650 041 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 0.800 130,400 043 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 1.000 100,000 044 ROADWAY EXCAVATION CY 2.5000 4,675,000.00 8,084.000 20,210.00 1,699,108.000 4,247,770 045 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 05/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 02:02 PM ESTIMATE NO. 29 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 05/20/13 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 05/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,189.250 15,460 052 PERVIOUS BACKFILL MATERIAL (RETAINING CY 40.0000 5,200.00 88.910 3,556 WALL) 053 SAND BACKFILL CY 120.0000 44,400.00 3.000 360.00 172.250 20,670 054 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 1,772.000 64,589.40 5,724.280 208,650 059 EROSION CONTROL ACRE 1,949.0000 122,787.00 12.200 23,777.80 23.880 46,542 (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 15.150 40,086 (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 25,263.300 62,400.35 80,729.800 199,402 065 FIBER ROLLS LF 2.6300 286,670.00 44,226.500 116,315 066 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 5,762.900 109,552.73 83,235.270 1,582,302 074 CLASS 2 AGGREGATE BASE CY 37.0000 481,000.00 7,371.300 272,738 075 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 05/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 02:02 PM ESTIMATE NO. 29 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 05/20/13 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 05/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 50,374.450 3,375,088 078 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 94.660 37,864 087 120" 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 10.900 12,862.00 200.180 236,212 097 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 05/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 02:02 PM ESTIMATE NO. 29 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 05/20/13 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 05/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 30.500 303.48 130.690 1,300 (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 2.000 600.00 4.000 1,200 114 CONCRETE STAINING SQYD 3.9600 34,412.40 0.000 0 115 18" ALTERNATIVE PIPE CULVERT LF 105.0000 144,900.00 971.400 101,997 116 24" ALTERNATIVE PIPE CULVERT LF 70.0000 522,200.00 764.000 53,480.00 5,142.700 359,989 117 30" ALTERNATIVE PIPE CULVERT LF 110.0000 105,600.00 132.000 14,520.00 738.000 81,180 118 36" ALTERNATIVE PIPE CULVERT LF 97.0000 44,620.00 457.400 44,367 119 48" ALTERNATIVE PIPE CULVERT LF 94.0000 231,240.00 398.000 37,412.00 2,470.000 232,180 120 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 96.000 11,520.00 581.500 69,780 123 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 05/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 02:02 PM ESTIMATE NO. 29 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 05/20/13 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 05/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 (.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 13.900 4,587 (.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 1.000 453.74 11.000 4,991 139 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 1.000 702.72 3.000 2,108 141 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 171,000.00 990.600 74,295 (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 9,657.100 11,105 151 MINOR CONCRETE (GUTTER) CY 510.0000 7,140.00 8.600 4,386 152 MISCELLANEOUS IRON AND STEEL LB 1.4000 50,414.00 19,280.000 26,992 (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 6,693.000 21,417.60 34,413.000 110,121 157 FENCE (TYPE WM, MODIFIED) LF 6.0000 54,000.00 9,089.000 54,534 PROGRAM CAS145 PAGE 7 DATE 05/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 02:02 PM ESTIMATE NO. 29 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 05/20/13 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 05/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 12,600.00 119.000 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 7.000 13,300 170 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 05/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 02:02 PM ESTIMATE NO. 29 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 05/20/13 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 05/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 507,005.38 30,712,005.24 ADJUSTMENT OF COMPENSATION 4,865.00 1,059,824.41 EXTRA WORK 88,709.98 998,492.56 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 600,580.36 32,770,322.21 181 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 600,580.36 34,974,016.41 MATERIALS ON HAND ON SITE 169,399.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -31,360.00 TOTAL 600,580.36 35,112,055.41 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 04/22/14 492 104 19 0 72% 68% PROGRESS IS SATISFACTORY HOPKINS, RAMON L. RESIDENT ENGINEER PROGRAM CAS145 DATE 05/22/13