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 08/22/13 EST. NO.15 TIME 12:51 PM 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 0065 1,430.61 E.W. @ F.A.(+) 062713 N 229 0 005 0003 -15,090.09 A.C. @ U.P.(-) 081913 N 003 0 020 0011 904.89 E.W. @ F.A.(+) 060313 N 009 0 0012 1,206.52 060413 N 010 0 0014 1,012.77 061013 N 012 0 0015 1,212.34 061113 N 014 0 0016 909.26 061313 N 017 0 0017 1,153.43 061413 N 019 0 0021 239.01 070913 N 023 0 0022 757.72 071713 N 024 0 0024 940.63 071913 N 026 0 042 0008 557.55 E.W. @ F.A.(+) 071813 N SE-026 0009 965.67 080813 N SE-028 044 0003 94,652.60 E.W. @ U.P (+) 080913 N NA 0 0004 26,000.00 A.C. @ U.P.(+) 080913 N NA0004 045 0017 1,450.73 E.W. @ F.A.(+) 060313 N 012 0 0019 48,265.80 E.W. @ U.P (+) 080513 N NA0019 046 0003 669.72 E.W. @ F.A.(+) 062613 N 003 0 053 0001 3,926.09 E.W. @ F.A.(+) 050213 N 0001 0 171,165.25 TOTAL THIS ESTIMATE 1,937,808.28 TOTAL PREVIOUS ESTIMATE 2,108,973.53 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 08/22/13 EST. NO.15 TIME 12:51 PM R.E. NAME: HSU, PAUL 11-2T1814 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RESTAKING CHARGES -710.00 08 DRAINAGE RESTAKING -2,840.00 15 LANE CLOSURE SUSP. -2,650.00 15 -5,490.00 -6,200.00 EQUAL EMPLOYMENT OPPORTUNITY DEL FHWA 1391 -10,000.00 15 -10,000.00 -10,000.00 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 DEL DEC 12 CPR -2,000.00 08 RECD NOV 12 DEL 3,000.00 08 DEL JAN 13 CPR -5,000.00 09 DEL FEB 13 CPR -2,000.00 10 DEL MAR 13 CPR -5,000.00 11 PRTL JAN 13 DEL 3,000.00 11 PRTL SEPT 12 DEL 1,000.00 11 RECD DEC 12 DEL 2,000.00 11 DEL APR 13 CPR -5,000.00 12 DEL MAY 13 CPR -3,000.00 13 PRTL APR 13 DEL 1,000.00 13 DEL JUNE 13 CPR -5,000.00 14 DEL JULY 13 CPR -6,000.00 15 PRTL JUNE 13 DEL 2,000.00 15 -4,000.00 -27,000.00 OVERBID ITEMS OVERBID ITEM NO. 196 -946.00 03 OVERBID ITEM NO. 196 -473.00 04 OVERBID ITEM NO. 196 -378.40 06 OVERBID ITEM NO. 196 -94.60 13 0.00 -1,892.00 TOTAL DEDUCTIONS -19,490.00 -45,092.00 PROGRAM CAS145 PAGE 1 DATE 08/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1814 TIME 12:51 PM ESTIMATE NO. 15 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 08/20/13 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 08/22/13 LOCATION RERUN 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 0.070 91,000.00 1.000 1,300,000 003 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 0.050 2,500.00 1.000 50,000 005 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.900 3,600 PREVENTION PLAN 006 TEMPORARY FIBER ROLL LF 3.0000 37,500.00 1,800.000 5,400 007 TEMPORARY CONSTRUCTION ENTRANCE EA 7,000.0000 77,000.00 10.000 70,000 008 TEMPORARY CHECK DAM LF 4.0000 27,760.00 581.000 2,324 009 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 65.000 9,750 011 STREET SWEEPING LS 100,000.0000 100,000.00 0.050 5,000.00 1.000 100,000 012 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 50,000.0000 50,000.00 0.070 3,500.00 1.000 50,000 013 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 1.000 2,000 016 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 0.800 60,000 018 TRAFFIC CONTROL SYSTEM LS 1,026,300.0000 1,026,300.00 0.050 51,315.00 1.000 1,026,300 019 TYPE III BARRICADE EA 100.0000 100.00 0.000 0 020 TRAFFIC PLASTIC DRUM EA 10.0000 2,300.00 213.000 2,130 021 PORTABLE CHANGEABLE MESSAGE SIGN EA 3,000.0000 90,000.00 28.500 85,500 022 TEMPORARY RAILING (TYPE K) LF 4.0000 274,000.00 520.000 2,080.00 46,765.000 187,060 PROGRAM CAS145 PAGE 2 DATE 08/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1814 TIME 12:51 PM ESTIMATE NO. 15 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 08/20/13 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 08/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 46.000 115,000 SYSTEM 024 NOISE MONITORING LS 2,000.0000 2,000.00 1.000 2,000 025 ABANDON CULVERT LF 20.0000 15,800.00 457.130 9,142 026 ABANDON INLET EA 800.0000 4,000.00 3.000 2,400 027 ABANDON IRRIGATION CROSSOVER EA 800.0000 15,200.00 15.000 12,000 028 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 26,707.160 18,695 030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 28,000.00 2,768.440 2,214 031 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 7,080.00 348.000 1,392 032 UNCOVER SIGN PANEL EA 100.0000 3,400.00 5.000 500 033 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 10,550.00 515.000 2,575.00 1,071.000 5,355 034 REMOVE CULVERT LF 25.0000 5,500.00 0.000 0 035 REMOVE WATER METER EA 2,300.0000 2,300.00 1.000 2,300 036 REMOVE THRIE BEAM BARRIER LF 10.0000 5,900.00 279.000 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 16,930.500 135,444 039 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 0.510 15,300 041 BRIDGE REMOVAL (PORTION), LOCATION B LS 50,000.0000 50,000.00 1.000 50,000 042 BRIDGE REMOVAL (PORTION), LOCATION C LS 60,000.0000 60,000.00 1.000 60,000 043 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 1.000 60,000 045 BRIDGE REMOVAL (PORTION), LOCATION F LS 60,000.0000 60,000.00 0.480 28,800 046 BRIDGE REMOVAL (PORTION), LOCATION G LS 50,000.0000 50,000.00 0.750 37,500 047 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 0.210 21,000.00 0.800 80,000 048 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 1.000 50,000 049 ROADWAY EXCAVATION CY 12.0000 733,200.00 1,153.000 13,836.00 55,238.210 662,858 PROGRAM CAS145 PAGE 3 DATE 08/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1814 TIME 12:51 PM ESTIMATE NO. 15 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 08/20/13 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 08/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,821.000 291,360 (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 22.000 1,100.00 620.830 31,041 (F) 054 STRUCTURE BACKFILL (RETAINING WALL) CY 12.0000 106,668.00 8,889.000 106,668 (F) 055 PERVIOUS BACKFILL MATERIAL (RETAINING CY 24.0000 53,088.00 2,212.000 53,088 (F) WALL) 056 SAND BACKFILL CY 100.0000 7,100.00 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 0.202 20,200 065 WATER METER EA 9,850.0000 19,700.00 2.000 19,700 066 10" CORRUGATED HIGH DENSITY LF 24.0000 23,280.00 0.000 0 POLYETHYLENE PIPE CONDUIT 067 CLASS 2 AGGREGATE BASE CY 13.0000 362,700.00 876.130 11,389.69 25,109.890 326,428 068 AGGREGATE BASE (APPROACH SLAB) CY 275.0000 7,150.00 6.000 1,650 069 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 3,721.790 316,352.15 17,394.610 1,478,541 071 MINOR HOT MIX ASPHALT TON 150.0000 5,850.00 37.810 5,671 072 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 32.000 6,400 (MISCELLANEOUS AREA) 075 TACK COAT TON 500.0000 19,500.00 3.370 1,685.00 15.730 7,865 076 JOINTED PLAIN CONCRETE PAVEMENT CY 150.0000 2,850,000.00 2,014.880 302,232.00 2,231.900 334,785 PROGRAM CAS145 PAGE 4 DATE 08/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1814 TIME 12:51 PM ESTIMATE NO. 15 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 08/20/13 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 08/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,880.400 6,336.95 10,190.400 34,341 079 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 39,700.00 323.050 32,062 086 FURNISH PILING (CLASS 200) LF 62.6300 25,052.00 401.600 25,152 (ALTERNATIVE W) 087 DRIVE PILE (CLASS 200) EA 2,675.0000 32,100.00 12.000 32,100 (ALTERNATIVE W) 088 PRESTRESSING CAST-IN-PLACE CONCRETE LS 280,000.0000 280,000.00 0.167 46,760.00 0.837 234,360 089 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 250.0000 147,750.00 591.000 147,750 (F) 090 STRUCTURAL CONCRETE, BRIDGE CY 600.0000 2,286,600.00 499.000 299,400.00 3,389.490 2,033,694 (F) 091 STRUCTURAL CONCRETE, JUNCTION CY 2,000.0000 70,000.00 17.000 34,000 (F) STRUCTURE 092 STRUCTURAL CONCRETE, RETAINING WALL CY 250.0000 1,047,000.00 4,026.750 1,006,687 (F) 093 STRUCTURAL CONCRETE, APPROACH SLAB CY 450.0000 229,500.00 49.000 22,050.00 290.000 130,500 (F) (TYPE N) 094 STRUCTURAL CONCRETE, APPROACH SLAB CY 900.0000 233,100.00 30.250 27,225.00 146.750 132,075 (TYPE R) 095 MINOR CONCRETE (MINOR STRUCTURE) CY 900.0000 403,110.00 15.400 13,860.00 331.210 298,089 (F) 096 PAVING NOTCH EXTENSION CF 250.0000 35,250.00 8.500 2,125.00 19.000 4,750 097 FRACTURED RIB TEXTURE SQFT 6.0000 303,732.00 50,622.010 303,732 (F) 098 DRILL AND BOND DOWEL LF 20.0000 5,120.00 226.000 4,520 099 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 1,127,248.00 160,630.000 160,630.00 1,047,805.000 1,047,805 (F) 102 BAR REINFORCING STEEL (RETAINING WALL) LB 1.5000 425,430.00 283,620.000 425,430 (F) 103 BAR REINFORCING STEEL (EPOXY COATED) LB 1.0000 19,586.00 0.000 0 (F) (BRIDGE) PROGRAM CAS145 PAGE 5 DATE 08/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1814 TIME 12:51 PM ESTIMATE NO. 15 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 08/20/13 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 08/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 72.000 4,464 105 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 78.000 53,040 (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 68.000 3,740.00 1,568.000 86,240 123 24" ALTERNATIVE PIPE CULVERT LF 65.0000 715,000.00 605.000 39,325.00 10,039.000 652,535 124 18" REINFORCED CONCRETE PIPE LF 60.0000 22,800.00 386.000 23,160 125 24" REINFORCED CONCRETE PIPE LF 80.0000 102,400.00 1,128.000 90,240 126 36" REINFORCED CONCRETE PIPE LF 40.0000 400.00 8.000 320 127 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 46.000 9,200 129 18" BITUMINOUS COATED PAVED INVERT LF 40.0000 12,800.00 116.000 4,640 CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK) PROGRAM CAS145 PAGE 6 DATE 08/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1814 TIME 12:51 PM ESTIMATE NO. 15 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 08/20/13 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 08/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 16.000 1,440 131 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 2.040 816 138 MINOR CONCRETE (TEXTURED PAVING) SQFT 9.0000 53,640.00 0.000 0 139 MISCELLANEOUS IRON AND STEEL LB 1.0000 108,574.00 2,418.000 2,418.00 12,237.000 12,237 (F) 140 BRIDGE DECK DRAINAGE SYSTEM LB 6.0000 347,802.00 2,571.000 15,426.00 22,570.000 135,420 141 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 41.500 11,620 151 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 42,660.00 282.000 30,456 (F) (TYPE 60A MODIFIED) 156 CONCRETE BARRIER (TYPE 60R1) LF 259.0000 95,830.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 08/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1814 TIME 12:51 PM ESTIMATE NO. 15 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 08/20/13 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 08/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 17.000 4,590.00 17.000 4,590 160 CONCRETE BARRIER (TYPE 736) LF 66.0000 304,260.00 2,852.000 188,232.00 2,852.000 188,232 161 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 21,624.000 3,243 169 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 1,530.00 509.000 1,527 171 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.9000 23,400.00 10,818.000 9,736 172 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.9000 67,280.00 4,167.000 12,084 173 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 0.008 3,312.00 0.236 97,704 176 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 1.000 25,000 (LOCATION 1) 183 CLOSED CIRCUIT TELEVISION SYSTEM LS 26,000.0000 26,000.00 1.000 26,000 (LOCATION 2) PROGRAM CAS145 PAGE 8 DATE 08/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1814 TIME 12:51 PM ESTIMATE NO. 15 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 08/20/13 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 08/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 24,000 (LOCATION 3) 185 CLOSED CIRCUIT TELEVISION SYSTEM LS 25,000.0000 25,000.00 1.000 25,000 (LOCATION 4) 186 MODIFY RAMP METERING SYSTEM LS 26,000.0000 26,000.00 0.089 2,314 (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 0.070 980 (LOCATION 3) 189 MODIFY RAMP METERING SYSTEM LS 11,000.0000 11,000.00 0.072 792 (LOCATION 4) 190 MODIFY RAMP METERING SYSTEM LS 28,000.0000 28,000.00 0.035 980.00 0.035 980 (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 0.102 2,754 193 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 194 TEMPORARY CURB RAMP DETECTABLE WARNING SQYD 180.0000 1,440.00 5.320 957 SURFACE 195 ELECTROLIER/CONCRETE BARRIER LF 145.0000 60,900.00 0.000 0 (TYPE 60 GC) PROGRAM CAS145 PAGE 9 DATE 08/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1814 TIME 12:51 PM ESTIMATE NO. 15 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 08/20/13 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 08/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,661,974.79 16,161,582.59 ADJUSTMENT OF COMPENSATION 10,909.91 67,342.82 EXTRA WORK 160,255.34 2,041,630.71 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,833,140.04 18,270,556.12 196 MOBILIZATION LS 2,920,000.0000 2,920,000.00 1.000 2,920,000 ORIGINAL CONTRACT AMOUNT 29,181,080.00 TOTAL WORK COMPLETED 1,833,140.04 21,190,556.12 MATERIALS ON HAND ON SITE 218,544.50 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -19,490.00 -45,092.00 TOTAL 1,813,650.04 21,364,008.62 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 09/17/14 197 33 23 0 65% 92% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PENDING DEFFERED TIME CC HSU, PAUL RESIDENT ENGINEER PROGRAM CAS145 DATE 08/22/13