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 12/21/12 EST. NO.07 TIME 10:21 AM R.E. NAME: HSU, PAUL 11-2T1814 --------------------------------------------------------------------------- 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 0005 682.21 E.W. @ F.A.(+) 090512 N 003 0 0011 5,395.81 082112 N SE-010 0012 67.68 091312 N 100 0 0013 476.11 092512 N 101 0 007 0003 994.59 E.W. @ F.A.(+) 090412 N 004 0 0005 1,984.15 083012 N 008 0 0009 1,207.01 091212 N 017 0 0011 95.22 103112 N 100 0 0012 95.22 102312 N 101 0 0015 121.23 101512 N 103 0 0016 121.23 101612 N 104 0 0017 121.23 101712 N 105 0 0019 95.22 100412 N 107 0 0020 95.22 100512 N 108 0 0021 95.22 100812 N 109 0 0022 95.22 092712 N 110 0 0023 95.22 100912 N 111 0 0024 95.22 101012 N 112 0 0025 95.22 101212 N 113 0 0026 95.22 092812 N 114 0 0027 95.22 100112 N 115 0 0028 47.61 100212 N 116 0 0029 95.22 100312 N 117 0 0030 95.22 112112 N 118 0 0031 95.22 112012 N 119 0 0032 95.22 120312 N 25 0 0033 95.22 112712 N 26 0 0034 95.22 112612 N 27 0 0035 95.22 112812 N 28 0 0036 95.22 113012 N 29 0 018 0002 301.35 E.W. @ F.A.(+) 080912 N 842010 020 0003 1,362.45 E.W. @ F.A.(+) 082012 N 016 0 025 0001 19,412.00 E.W. @ U.P (+) 121812 N NA0001 029 0001 21,315.00 E.W. @ L.S.(+) 121812 N NA0001 0002 18,715.00 A.C. @ L.S.(+) 121812 N NA0002 032 0001 15,750.00 E.W. @ L.S.(+) 121812 N NA0001 89,883.84 TOTAL THIS ESTIMATE 3,450.44 TOTAL PREVIOUS ESTIMATE 93,334.28 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 12/21/12 EST. NO.07 TIME 10:21 AM R.E. NAME: HSU, PAUL 11-2T1814 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEL JULY 12 CPR -5,000.00 02 DEL AUG 12 CPR -1,000.00 03 PRTL JULY 12 DEL 3,000.00 03 DEL SEPT 12 CPR -5,000.00 05 DEL OCT 12 CPR -1,000.00 06 PRTL SEPT 12 DEL 2,000.00 06 RECD AUG 12 DEL 1,000.00 06 RECD JULY 12 DEL 2,000.00 06 DEL NOV 12 CPR -3,000.00 07 PRTL SEPT 12 DEL 1,000.00 07 -2,000.00 -6,000.00 OVERBID ITEMS OVERBID ITEM NO. 196 -946.00 03 OVERBID ITEM NO. 196 -473.00 04 OVERBID ITEM NO. 196 -378.40 06 0.00 -1,797.40 TOTAL DEDUCTIONS -2,000.00 -7,797.40 PROGRAM CAS145 PAGE 1 DATE 12/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1814 TIME 10:21 AM ESTIMATE NO. 07 BID OPENING 04/05/12 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: HSU, PAUL DATE OF THIS ESTIMATE 12/21/12 LOCATION PROGRESS ESTIMATE 11-SD-805-5.5/9.4 ----------------- GRANITE CONSTRUCTION COMPANY IN SAN DIEGO CNTY, IN CHULA VISTA & P O BOX 50085 NATIONAL CITY ON RTE 54 AT RTE 805/ WATSONVILLE CA 950775085 54 SEP & ON RTE 805 FR 0.4 MI N OF PALOMAR ST OC TO 0.6 MI N OF RTE 805/54 SEPARATION FED. AID NO. N O N E CONSTRUCT HOV 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 2,000.0000 2,000.00 0.000 0 002 TIME-RELATED OVERHEAD LS 1,300,000.0000 1,300,000.00 0.080 104,000.00 0.290 377,000 003 TEMPORARY FENCE (TYPE ESA) LF 3.5000 10,780.00 2,000.000 7,000 004 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.080 4,000.00 0.600 30,000 005 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.030 120.00 0.740 2,960 PREVENTION PLAN 006 TEMPORARY FIBER ROLL LF 3.0000 37,500.00 1,384.000 4,152 007 TEMPORARY CONSTRUCTION ENTRANCE EA 7,000.0000 77,000.00 1.000 7,000.00 8.000 56,000 008 TEMPORARY CHECK DAM LF 4.0000 27,760.00 36.000 144.00 54.000 216 009 MOVE-IN/MOVE-OUT EA 500.0000 1,000.00 1.000 500 (TEMPORARY EROSION CONTROL) 010 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 31,500.00 60.000 9,000 011 STREET SWEEPING LS 100,000.0000 100,000.00 0.080 8,000.00 0.600 60,000 012 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 50,000.0000 50,000.00 0.080 4,000.00 0.290 14,500 013 TEMPORARY HYDRAULIC MULCH SQYD 0.3000 32,400.00 0.000 0 014 RAIN EVENT ACTION PLAN EA 500.0000 1,500.00 0.000 0 015 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 25.0000 500.00 0.000 0 017 CONSTRUCTION AREA SIGNS LS 75,000.0000 75,000.00 0.040 3,000.00 0.600 45,000 018 TRAFFIC CONTROL SYSTEM LS 1,026,300.0000 1,026,300.00 0.730 749,199 019 TYPE III BARRICADE EA 100.0000 100.00 0.000 0 020 TRAFFIC PLASTIC DRUM EA 10.0000 2,300.00 5.000 50.00 120.000 1,200 021 PORTABLE CHANGEABLE MESSAGE SIGN EA 3,000.0000 90,000.00 2.400 7,200.00 18.000 54,000 022 TEMPORARY RAILING (TYPE K) LF 4.0000 274,000.00 25,885.000 103,540 PROGRAM CAS145 PAGE 2 DATE 12/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1814 TIME 10:21 AM ESTIMATE NO. 07 BID OPENING 04/05/12 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: HSU, PAUL DATE OF THIS ESTIMATE 12/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,500.0000 147,500.00 1.000 2,500.00 29.000 72,500 SYSTEM 024 NOISE MONITORING LS 2,000.0000 2,000.00 1.000 2,000 025 ABANDON CULVERT LF 20.0000 15,800.00 59.700 1,194.00 123.200 2,464 026 ABANDON INLET EA 800.0000 4,000.00 1.000 800.00 2.000 1,600 027 ABANDON IRRIGATION CROSSOVER EA 800.0000 15,200.00 0.000 0 028 REMOVE METAL BEAM GUARD RAILING LF 8.0000 11,120.00 0.000 0 029 REMOVE PAINTED TRAFFIC STRIPE LF 0.7000 266,700.00 19,050.160 13,335 030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 28,000.00 2,768.440 2,214 031 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 7,080.00 236.000 944 032 UNCOVER SIGN PANEL EA 100.0000 3,400.00 0.000 0 033 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 10,550.00 0.000 0 034 REMOVE CULVERT LF 25.0000 5,500.00 0.000 0 035 REMOVE WATER METER EA 2,300.0000 2,300.00 0.000 0 036 REMOVE THRIE BEAM BARRIER LF 10.0000 5,900.00 155.000 1,550.00 279.000 2,790 037 REMOVE CONCRETE CURB AND SIDEWALK CY 120.0000 3,720.00 30.820 3,698 038 REMOVE CONCRETE BARRIER LF 8.0000 136,000.00 7,798.000 62,384 039 REMOVE CONCRETE BARRIER (TYPE K) LF 1.0000 2,580.00 2,580.000 2,580 040 BRIDGE REMOVAL (PORTION), LOCATION A LS 30,000.0000 30,000.00 0.290 8,700 041 BRIDGE REMOVAL (PORTION), LOCATION B LS 50,000.0000 50,000.00 0.750 37,500 042 BRIDGE REMOVAL (PORTION), LOCATION C LS 60,000.0000 60,000.00 0.000 0 043 BRIDGE REMOVAL (PORTION), LOCATION D LS 20,000.0000 20,000.00 0.000 0 044 BRIDGE REMOVAL (PORTION), LOCATION E LS 60,000.0000 60,000.00 0.000 0 045 BRIDGE REMOVAL (PORTION), LOCATION F LS 60,000.0000 60,000.00 0.000 0 046 BRIDGE REMOVAL (PORTION), LOCATION G LS 50,000.0000 50,000.00 0.000 0 047 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 0.560 56,000 048 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 1.000 50,000 049 ROADWAY EXCAVATION CY 12.0000 733,200.00 17,777.900 213,334 PROGRAM CAS145 PAGE 3 DATE 12/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1814 TIME 10:21 AM ESTIMATE NO. 07 BID OPENING 04/05/12 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: HSU, PAUL DATE OF THIS ESTIMATE 12/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 051 STRUCTURE EXCAVATION (BRIDGE) CY 160.0000 291,360.00 223.000 35,680.00 1,784.000 285,440 (F) 052 STRUCTURE EXCAVATION (RETAINING WALL) CY 25.0000 351,575.00 14,062.900 351,572 (F) 053 STRUCTURE BACKFILL (BRIDGE) CY 50.0000 51,400.00 82.830 4,141.50 116.830 5,841 (F) 054 STRUCTURE BACKFILL (RETAINING WALL) CY 12.0000 106,668.00 3,228.000 38,736.00 4,360.000 52,320 (F) 055 PERVIOUS BACKFILL MATERIAL (RETAINING CY 24.0000 53,088.00 0.000 0 (F) WALL) 056 SAND BACKFILL CY 100.0000 7,100.00 5.500 550.00 8.950 895 057 DITCH EXCAVATION CY 5.0000 13,650.00 0.000 0 058 HIGHWAY PLANTING LS 45,000.0000 45,000.00 0.000 0 059 FIBER ROLLS LF 2.5000 11,800.00 0.000 0 060 CHECK DAM (EROSION CONTROL) LF 3.0000 4,740.00 0.000 0 061 DRAINAGE INLET PROTECTION EA 175.0000 1,925.00 0.000 0 (EROSION CONTROL) 062 COMPOST (INCORPORATE) SQYD 4.5000 5,670.00 0.000 0 063 PLANT ESTABLISHMENT WORK LS 30,000.0000 30,000.00 0.000 0 064 IRRIGATION SYSTEM LS 100,000.0000 100,000.00 0.156 15,600 065 WATER METER EA 9,850.0000 19,700.00 0.000 0 066 10" CORRUGATED HIGH DENSITY LF 24.0000 23,280.00 0.000 0 POLYETHYLENE PIPE CONDUIT 067 CLASS 2 AGGREGATE BASE CY 13.0000 362,700.00 0.000 0 068 AGGREGATE BASE (APPROACH SLAB) CY 275.0000 7,150.00 0.000 0 069 ASPHALTIC EMULSION (FOG SEAL COAT) TON 500.0000 2,500.00 0.000 0 070 HOT MIX ASPHALT (TYPE A) TON 85.0000 1,751,000.00 0.000 0 071 MINOR HOT MIX ASPHALT TON 150.0000 5,850.00 0.000 0 072 DATA CORE LS 1,500.0000 1,500.00 0.000 0 073 PLACE HOT MIX ASPHALT DIKE LF 4.5000 8,460.00 0.000 0 074 PLACE HOT MIX ASPHALT SQYD 200.0000 9,600.00 0.000 0 (MISCELLANEOUS AREA) 075 TACK COAT TON 500.0000 19,500.00 0.000 0 076 JOINTED PLAIN CONCRETE PAVEMENT CY 150.0000 2,850,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 12/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1814 TIME 10:21 AM ESTIMATE NO. 07 BID OPENING 04/05/12 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: HSU, PAUL DATE OF THIS ESTIMATE 12/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 SEAL PAVEMENT JOINT LF 1.5300 114,903.00 0.000 0 078 SEAL LONGITUDINAL ISOLATION JOINT LF 3.3700 93,349.00 8,310.000 28,004 079 CONCRETE PAVEMENT TRANSITION PANEL CY 200.0000 15,000.00 0.000 0 080 GRIND EXISTING CONCRETE SQYD 4.2500 206,125.00 38,880.420 165,241 PAVEMENT 081 FURNISH STEEL PILING (HP 10 X 57) LF 32.5000 32,500.00 1,117.370 36,314 082 DRIVE STEEL PILE (HP 10 X 57) EA 2,160.0000 47,520.00 22.000 47,520 083 FURNISH STEEL PILING (HP 14 X 89) LF 56.0000 566,720.00 11,492.440 643,576 084 DRIVE STEEL PILE (HP 14 X 89) EA 1,516.0000 372,936.00 242.000 366,872 085 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 99.2500 39,700.00 0.000 0 086 FURNISH PILING (CLASS 200) LF 62.6300 25,052.00 803.200 50,304 (ALTERNATIVE W) 087 DRIVE PILE (CLASS 200) EA 2,675.0000 32,100.00 24.000 64,200 (ALTERNATIVE W) 088 PRESTRESSING CAST-IN-PLACE CONCRETE LS 280,000.0000 280,000.00 0.116 32,480.00 0.167 46,760 089 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 250.0000 147,750.00 76.300 19,075.00 342.300 85,575 (F) 090 STRUCTURAL CONCRETE, BRIDGE CY 600.0000 2,286,600.00 281.000 168,600.00 715.000 429,000 (F) 091 STRUCTURAL CONCRETE, JUNCTION CY 2,000.0000 70,000.00 0.000 0 (F) STRUCTURE 092 STRUCTURAL CONCRETE, RETAINING WALL CY 250.0000 1,047,000.00 301.000 75,250.00 3,347.000 836,750 (F) 093 STRUCTURAL CONCRETE, APPROACH SLAB CY 450.0000 229,500.00 0.000 0 (F) (TYPE N) 094 STRUCTURAL CONCRETE, APPROACH SLAB CY 900.0000 233,100.00 0.000 0 (TYPE R) 095 MINOR CONCRETE (MINOR STRUCTURE) CY 900.0000 403,110.00 0.000 0 (F) 096 PAVING NOTCH EXTENSION CF 250.0000 35,250.00 0.000 0 097 FRACTURED RIB TEXTURE SQFT 6.0000 303,732.00 6,744.240 40,465.44 27,094.470 162,566 (F) 098 DRILL AND BOND DOWEL LF 20.0000 5,120.00 20.000 400.00 206.000 4,120 099 JOINT SEAL (MR 1 1/2") LF 40.0000 10,720.00 0.000 0 100 JOINT SEAL (MR 2") LF 50.0000 18,000.00 0.000 0 101 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 1,127,248.00 73,384.000 73,384.00 225,412.000 225,412 (F) 102 BAR REINFORCING STEEL (RETAINING WALL) LB 1.5000 425,430.00 22,735.180 34,102.77 223,165.210 334,747 (F) 103 BAR REINFORCING STEEL (EPOXY COATED) LB 1.0000 19,586.00 0.000 0 (F) (BRIDGE) PROGRAM CAS145 PAGE 5 DATE 12/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1814 TIME 10:21 AM ESTIMATE NO. 07 BID OPENING 04/05/12 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: HSU, PAUL DATE OF THIS ESTIMATE 12/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 HEADED BAR REINFORCEMENT EA 62.0000 4,464.00 0.000 0 105 COLUMN CASING LB 3.5000 1,113,322.00 0.000 0 106 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 6.0000 113,364.00 0.000 0 (F) 107 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.7500 13,875.00 0.000 0 (F) 108 FURNISH SIGN STRUCTURE (TRUSS) LB 3.5000 238,994.00 0.000 0 (F) 109 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 20,100.00 0.000 0 (F) 110 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 20.0000 45,600.00 0.000 0 111 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 4,620.00 0.000 0 (0.063"-UNFRAMED) 112 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 8,550.00 0.000 0 (0.080"-UNFRAMED) 113 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 680.00 0.000 0 (0.080"-FRAMED) 114 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 400.0000 36,000.00 90.000 36,000 (SIGN FOUNDATION) 115 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 680.0000 53,040.00 26.000 17,680 (SIGN FOUNDATION) 116 METAL (RAIL MOUNTED SIGN) LB 16.0000 17,600.00 0.000 0 117 ROADSIDE SIGN ONE-POST EA 375.0000 750.00 0.000 0 (WEED CONTROL MAT RUBBER) 118 ROADSIDE SIGN - ONE POST EA 375.0000 2,250.00 0.000 0 119 ROADSIDE SIGN - TWO POST EA 700.0000 700.00 0.000 0 120 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 6,000.00 0.000 0 METHOD) 121 INSTALL SIGN PANEL ON EXISTING SIGN SQFT 8.0000 8,640.00 0.000 0 STRUCTURE 122 18" ALTERNATIVE PIPE CULVERT LF 55.0000 98,450.00 0.000 0 123 24" ALTERNATIVE PIPE CULVERT LF 65.0000 715,000.00 0.000 0 124 18" REINFORCED CONCRETE PIPE LF 60.0000 22,800.00 0.000 0 125 24" REINFORCED CONCRETE PIPE LF 80.0000 102,400.00 12.800 1,024 126 36" REINFORCED CONCRETE PIPE LF 40.0000 400.00 0.000 0 127 18" BITUMINOUS COATED PAVED INVERT LF 70.0000 11,900.00 0.000 0 CORRUGATED STEEL PIPE (.109" THICK) 128 24" STEEL CASING PIPE (0.375" THICK) LF 200.0000 8,800.00 28.400 5,680 129 18" BITUMINOUS COATED PAVED INVERT LF 40.0000 12,800.00 40.000 1,600 CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK) PROGRAM CAS145 PAGE 6 DATE 12/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1814 TIME 10:21 AM ESTIMATE NO. 07 BID OPENING 04/05/12 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: HSU, PAUL DATE OF THIS ESTIMATE 12/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 GRATED LINE DRAIN LF 90.0000 40,500.00 0.000 0 131 24" CONCRETE FLARED END SECTION EA 1,000.0000 2,000.00 0.000 0 132 36" REINFORCED CONCRETE PIPE RISER LF 300.0000 5,550.00 0.000 0 133 ROCK SLOPE PROTECTION CY 300.0000 3,000.00 0.000 0 (NO. 3, METHOD B) 134 SLOPE PAVING (MASONRY BLOCK) SQFT 15.0000 448,620.00 0.000 0 (F) 135 MINOR CONCRETE (DITCH LINING) CY 600.0000 10,200.00 0.000 0 136 ROCK SLOPE PROTECTION FABRIC SQFT 1.0000 420.00 0.000 0 137 MINOR CONCRETE (CURB AND SIDEWALK) CY 400.0000 12,400.00 0.000 0 138 MINOR CONCRETE (TEXTURED PAVING) SQFT 9.0000 53,640.00 0.000 0 139 MISCELLANEOUS IRON AND STEEL LB 1.0000 108,574.00 0.000 0 (F) 140 BRIDGE DECK DRAINAGE SYSTEM LB 6.0000 347,802.00 0.000 0 141 GUARD RAILING DELINEATOR EA 20.0000 180.00 0.000 0 142 METAL BEAM GUARD RAILING LF 18.5000 23,680.00 0.000 0 143 SINGLE THRIE BEAM BARRIER LF 20.0000 11,800.00 0.000 0 144 TRANSITION RAILING (TYPE WB) EA 2,950.0000 8,850.00 0.000 0 145 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,375.0000 2,375.00 0.000 0 146 CONCRETE BARRIER (TYPE 60) LF 48.0000 139,680.00 0.000 0 147 CONCRETE BARRIER (TYPE 60A) LF 62.0000 11,470.00 0.000 0 (F) 148 CONCRETE BARRIER (TYPE 60C) LF 92.0000 505,080.00 0.000 0 149 CONCRETE BARRIER (TYPE 60D) LF 20.0000 110,800.00 0.000 0 150 CONCRETE BARRIER (TYPE 60E) LF 280.0000 7,280.00 0.000 0 151 CONCRETE BARRIER (TYPE 60G) LF 73.0000 41,610.00 0.000 0 152 CONCRETE BARRIER (TYPE 60GA) LF 92.0000 98,532.00 0.000 0 (F) 153 CONCRETE BARRIER (TYPE 60GC) LF 99.0000 167,310.00 0.000 0 154 CONCRETE BARRIER LF 130.0000 36,660.00 0.000 0 (F) (TYPE 60GA MODIFIED) 155 CONCRETE BARRIER LF 108.0000 42,660.00 0.000 0 (F) (TYPE 60A MODIFIED) 156 CONCRETE BARRIER (TYPE 60R1) LF 259.0000 95,830.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 12/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1814 TIME 10:21 AM ESTIMATE NO. 07 BID OPENING 04/05/12 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: HSU, PAUL DATE OF THIS ESTIMATE 12/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 CONCRETE BARRIER (TYPE 60R2) LF 251.0000 82,830.00 0.000 0 158 CONCRETE BARRIER (TYPE 60R3) LF 251.0000 52,710.00 0.000 0 159 CONCRETE BARRIER (TYPE 60R4) LF 270.0000 43,200.00 0.000 0 160 CONCRETE BARRIER (TYPE 736) LF 66.0000 304,260.00 0.000 0 161 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2400 86,640.00 0.000 0 162 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 12,080.00 0.000 0 163 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 4,680.00 0.000 0 (BROKEN 12-3) 164 THERMOPLASTIC PAVEMENT MARKING SQFT 2.8000 12,152.00 0.000 0 165 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 32,000.00 0.000 0 (BROKEN 36-12) 166 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 2,922.00 0.000 0 (BROKEN 17-7) 167 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 6,647.00 0.000 0 (BROKEN 36-12) 168 PAINT TRAFFIC STRIPE (1-COAT) LF 0.1500 25,650.00 12,656.000 1,898 169 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1800 56,700.00 172,720.000 31,089 170 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0000 1,530.00 228.000 684 171 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.9000 23,400.00 10,748.000 9,673 172 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.9000 67,280.00 4,003.000 11,608 173 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.500 1,000 SYSTEM ELEMENTS DURING CONSTRUCTION 174 LIGHTING (CITY STREET) LS 157,000.0000 157,000.00 0.000 0 175 LIGHTING AND SIGN ILLUMINATION LS 414,000.0000 414,000.00 0.093 38,502 176 INDUCTIVE LOOP DETECTOR (TEMPORARY) EA 900.0000 54,000.00 0.000 0 177 MODIFY TRAFFIC MONITORING STATION LS 21,000.0000 21,000.00 0.000 0 178 MICROWAVE VEHICLE DETECTION SYSTEM LS 17,000.0000 17,000.00 0.000 0 (LOCATION 1) 179 MICROWAVE VEHICLE DETECTION SYSTEM LS 17,000.0000 17,000.00 0.000 0 (LOCATION 2) 180 MICROWAVE VEHICLE DETECTION SYSTEM LS 17,000.0000 17,000.00 0.000 0 (LOCATION 3) 181 MICROWAVE VEHICLE DETECTION SYSTEM LS 17,000.0000 17,000.00 0.000 0 (LOCATION 4) 182 CLOSED CIRCUIT TELEVISION SYSTEM LS 25,000.0000 25,000.00 0.000 0 (LOCATION 1) 183 CLOSED CIRCUIT TELEVISION SYSTEM LS 26,000.0000 26,000.00 0.091 2,366 (LOCATION 2) PROGRAM CAS145 PAGE 8 DATE 12/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1814 TIME 10:21 AM ESTIMATE NO. 07 BID OPENING 04/05/12 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: HSU, PAUL DATE OF THIS ESTIMATE 12/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 CLOSED CIRCUIT TELEVISION SYSTEM LS 24,000.0000 24,000.00 0.102 2,448.00 0.102 2,448 (LOCATION 3) 185 CLOSED CIRCUIT TELEVISION SYSTEM LS 25,000.0000 25,000.00 0.094 2,350.00 0.119 2,975 (LOCATION 4) 186 MODIFY RAMP METERING SYSTEM LS 26,000.0000 26,000.00 0.063 1,638 (LOCATION 1) 187 MODIFY RAMP METERING SYSTEM LS 31,000.0000 31,000.00 0.070 2,170 (LOCATION 2) 188 MODIFY RAMP METERING SYSTEM LS 14,000.0000 14,000.00 0.000 0 (LOCATION 3) 189 MODIFY RAMP METERING SYSTEM LS 11,000.0000 11,000.00 0.000 0 (LOCATION 4) 190 MODIFY RAMP METERING SYSTEM LS 28,000.0000 28,000.00 0.000 0 (LOCATION 5) 191 MODIFY RAMP METERING SYSTEM LS 25,000.0000 25,000.00 0.025 625 (LOCATION 6) 192 MODIFY WEIGH-IN-MOTION SYSTEM LS 27,000.0000 27,000.00 0.000 0 193 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 194 TEMPORARY CURB RAMP DETECTABLE WARNING SQYD 180.0000 1,440.00 0.000 0 SURFACE 195 ELECTROLIER/CONCRETE BARRIER LF 145.0000 60,900.00 0.000 0 (TYPE 60 GC) PROGRAM CAS145 PAGE 9 DATE 12/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1814 TIME 10:21 AM ESTIMATE NO. 07 BID OPENING 04/05/12 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: HSU, PAUL DATE OF THIS ESTIMATE 12/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 671,220.71 6,458,608.68 ADJUSTMENT OF COMPENSATION 18,715.00 16,715.00 EXTRA WORK 71,168.84 76,619.28 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 761,104.55 6,551,942.96 196 MOBILIZATION LS 2,920,000.0000 2,920,000.00 0.950 2,774,000 ORIGINAL CONTRACT AMOUNT 29,181,080.00 TOTAL WORK COMPLETED 761,104.55 9,325,942.96 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -2,000.00 -7,797.40 TOTAL 759,104.55 9,318,145.56 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 196 MOBILIZATION 2,918,108.00 2,920,000.00 1,892.00 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 05/22/12 190 06/27/12 09/18/12 08/08/14 50 5 23 0 31% 23% PROGRESS IS SATISFACTORY HSU, PAUL RESIDENT ENGINEER PROGRAM CAS145 DATE 12/21/12