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 04/20/16 EST. NO. 011 TIME 01:01 PM R.E. NAME: ABELA, FERNANDO 04-235624 --------------------------------------------------------------------------- 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 0056 1,421.55 E.W. @ F.A.(+) 021316 N 0031.0 0057 612.59 031416 N 0033.0 0059 4,384.88 030316 N 0032.0 0060 2,593.25 032816 N 0034.1 005 0001 2,343.71 E.W. @ F.A.(+) 030416 Y 5118.0 007 0061 2,635.09 E.W. @ F.A.(+) 081815 N 5109.1 0062 1,876.89 081915 N 5110.1 0063 1,851.54 081115 N 5111.1 0064 1,851.54 081215 N 5112.1 0065 1,851.54 081315 N 5113.1 0066 1,851.54 081415 N 5114.1 011 0002 273.85 E.W. @ F.A.(+) 022516 Y 5122.0 014 0012 3,220.83 E.W. @ F.A.(+) 030716 Y 5119.0 0013 3,258.05 031116 Y 5120.0 0014 2,134.22 031216 Y 5121.0 0015 1,610.41 031416 Y 5123.0 33,771.48 TOTAL THIS ESTIMATE 301,857.16 TOTAL PREVIOUS ESTIMATE 335,628.64 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 04/20/16 EST. NO. 011 TIME 01:01 PM R.E. NAME: ABELA, FERNANDO 04-235624 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235624 TIME 01:01 PM ESTIMATE NO. 011 BID OPENING 03/18/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 04/20/16 LOCATION PROGRESS ESTIMATE 04-SCL-101-52.0/52.6 ----------------- 04-SM-101-0.0/0.6 GHILOTTI BROS/RM HARRIS JV IN SANTA CLARA AND SAN MATEO 901 HOWE ROAD COUNTIES IN PALO ALTO AND EAST PALO MARTINEZ, CA 94553 FED. AID NO. CNHP-000C(366)E REPLACE BRIDGE STRUCTURE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,500.0000 4,500.00 0.330 1,485 003 TIME-RELATED OVERHEAD (WDAY) WDAY 225.0000 157,500.00 20.000 4,500.00 216.000 48,600 004 CONSTRUCTION AREA SIGNS LS 14,500.0000 14,500.00 0.100 1,450.00 0.500 7,250 005 TRAFFIC CONTROL SYSTEM LS 230,000.0000 230,000.00 0.100 23,000.00 0.400 92,000 006 TYPE III BARRICADE EA 50.0000 1,000.00 10.000 500 007 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 6,000.00 116.000 3,480 008 TEMPORARY SIGNAL SYSTEM LS 125,000.0000 125,000.00 0.870 108,750 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 0.300 6,000.00 0.500 10,000 010 TEMPORARY RAILING (TYPE K) LF 9.2500 201,650.00 1,540.000 14,245.00 8,638.000 79,901 011 TEMPORARY CRASH CUSHION MODULE EA 135.0000 31,050.00 14.000 1,890.00 57.000 7,695 012 TEMPORARY TRAFFIC SCREEN LF 2.7500 43,175.00 200.000 550.00 500.000 1,375 013 JOB SITE MANAGEMENT LS 125,000.0000 125,000.00 0.150 18,750.00 0.530 66,250 014 PREPARE STORM WATER POLLUTION PREVENTION LS 2,300.0000 2,300.00 0.500 1,150 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 55,000.00 2.000 1,000.00 16.000 8,000 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 75.0000 6,000.00 6.000 450 017 TEMPORARY CREEK DIVERSION SYSTEM LS 225,000.0000 225,000.00 0.100 22,500.00 0.500 112,500 018 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 019 TEMPORARY HYDRAULIC MULCH SQYD 2.0000 2,000.00 1,400.000 2,800 020 TEMPORARY COVER SQYD 8.0000 8,000.00 750.000 6,000 021 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 15,000.00 2.000 500.00 18.000 4,500 022 TEMPORARY FIBER ROLL LF 5.0000 2,500.00 130.000 650 PROGRAM CAS145 PAGE 2 DATE 04/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235624 TIME 01:01 PM ESTIMATE NO. 011 BID OPENING 03/18/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 04/20/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY SILT FENCE LF 9.0000 4,500.00 140.000 1,260 024 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 52,500.00 5.000 17,500 025 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 026 STREET SWEEPING LS 50,000.0000 50,000.00 0.100 5,000.00 0.400 20,000 027 TEMPORARY ACTIVE TREATMENT SYSTEM LS 75,000.0000 75,000.00 0.250 18,750 028 TEMPORARY CONCRETE WASHOUT LS 12,000.0000 12,000.00 0.030 360.00 0.330 3,960 029 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 120.0000 38,520.00 5.000 600 030 WATER QUALITY MONITORING REPORT EA 225.0000 6,750.00 17.000 3,825 031 TEMPORARY FENCE (TYPE ESA) LF 6.0000 3,000.00 440.000 2,640 032 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.8000 8,720.00 9,865.000 7,892 STRIPE (HAZARDOUS WASTE) 033 TREATED WOOD WASTE LB 1.0000 1,360.00 1,360.000 1,360 034 TEMPORARY TIMBER CONSTRUCTION MAT LS 20,000.0000 20,000.00 0.330 6,600 035 ABANDON CULVERT (LF) LF 375.0000 16,125.00 0.000 0 036 REMOVE CHAIN LINK FENCE LF 19.0000 1,520.00 0.000 0 037 REMOVE GUARDRAIL LF 25.0000 2,500.00 100.000 2,500 038 REMOVE ALTERNATIVE SOUND WALL SYSTEM LF 60.0000 2,400.00 0.000 0 039 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 13,160.00 6,069.000 2,124.15 15,195.000 5,318 040 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 1,760.00 66.000 132.00 231.000 462 041 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 10,960.00 1,140.000 456.00 18,756.000 7,502 042 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 400.00 198.000 396 043 REMOVE PAVEMENT MARKER EA 1.0000 13,100.00 1,518.000 1,518.00 6,529.000 6,529 044 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 200.00 0.000 0 045 REMOVE ROADSIDE SIGN (METAL POST) EA 100.0000 100.00 0.000 0 046 REMOVE SIGN STRUCTURE (EA) EA 4,000.0000 4,000.00 1.000 4,000 047 REMOVE CULVERT (LF) LF 230.0000 36,800.00 20.000 4,600 048 REMOVE REINFORCED CONCRETE BOX CULVERT LF 475.0000 19,475.00 0.000 0 (LF) 049 REMOVE INLET EA 1,600.0000 4,800.00 1.000 1,600 PROGRAM CAS145 PAGE 3 DATE 04/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235624 TIME 01:01 PM ESTIMATE NO. 011 BID OPENING 03/18/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 04/20/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE JUNCTION BOX EA 6,500.0000 6,500.00 0.000 0 051 REMOVE ASPHALT CONCRETE SURFACING SQFT 6.0000 5,880.00 0.000 0 052 SALVAGE CONCRETE BARRIER (TYPE K) LF 5.0000 4,700.00 0.000 0 053 RESET ROADSIDE SIGN (WOOD POST) EA 200.0000 200.00 0.000 0 054 ADJUST INLET EA 2,300.0000 16,100.00 0.000 0 055 GRATE LOCKING DEVICE EA 500.0000 1,500.00 0.000 0 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 113,400.00 2,250.000 13,500.00 9,450.000 56,700 057 REMOVE CONCRETE CURB AND SIDEWALK (LF) LF 28.0000 12,040.00 400.000 11,200.00 400.000 11,200 058 REMOVE CONCRETE BARRIER LF 22.0000 65,780.00 3,257.000 71,654 059 TEMPORARY CAP INLET EA 1,400.0000 9,800.00 7.000 9,800 060 BRIDGE REMOVAL LS 476,790.7400 476,790.74 0.330 157,340 061 BRIDGE REMOVAL (PORTION) LS 9,500.0000 9,500.00 0.000 0 062 CLEARING AND GRUBBING (LS) LS 10,000.0000 10,000.00 0.300 3,000 063 ROADWAY EXCAVATION CY 50.0000 271,000.00 50.000 2,500.00 1,566.000 78,300 064 STRUCTURE EXCAVATION (BRIDGE) CY 100.0000 688,100.00 1,582.000 158,200 (F) 065 CONTROLLED LOW STRENGTH MATERIAL CY 160.0000 812,160.00 1,220.000 195,200 (F) (BRIDGE) 066 STRUCTURE EXCAVATION (TYPE D) CY 85.0000 131,070.00 370.000 31,450 (F) 067 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 1,200.0000 8,400.00 0.000 0 (F) 068 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 5,000.0000 5,000.00 0.000 0 (F) 069 PERVIOUS BACKFILL MATERIAL CY 95.0000 27,645.00 70.000 6,650 (F) 070 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 400.0000 34,800.00 0.000 0 (F) 071 LEAN CONCRETE BACKFILL CY 600.0000 22,800.00 0.000 0 (F) 072 DITCH EXCAVATION CY 50.0000 6,000.00 0.000 0 073 IMPORTED BIOFILTRATION SOIL CY 106.0000 6,254.00 0.000 0 074 HYDROMULCH SQFT 0.1800 738.00 1,400.000 252 075 HYDROSEED SQFT 0.2600 1,066.00 1,400.000 364 076 HOT MIX ASPHALT (TYPE A) TON 109.0000 933,040.00 840.890 91,657.01 2,668.740 290,892 PROGRAM CAS145 PAGE 4 DATE 04/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235624 TIME 01:01 PM ESTIMATE NO. 011 BID OPENING 03/18/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 04/20/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 130.0000 712,400.00 0.000 0 078 HOT MIX ASPHALT DIKE TYPE E (MODIFIED) LF 150.0000 1,500.00 40.000 6,000.00 40.000 6,000 079 TACK COAT TON 950.0000 19,950.00 0.660 627.00 7.760 7,372 080 SOLDIER PILE (W 14 X 233) LF 200.0000 139,200.00 0.000 0 081 30" DRILLED HOLE LF 90.0000 62,010.00 0.000 0 082 FURNISH PILING (CLASS 200) LF 70.0000 1,238,930.00 3,835.500 268,485 (ALTERNATIVE W) 083 DRIVE PILE (CLASS 200) EA 2,800.0000 646,800.00 50.000 140,000 (ALTERNATIVE W) 084 FURNISH PILING (CLASS 200) LF 225.0000 106,200.00 472.000 106,200 (ALTERNATIVE Y) 085 DRIVE PILE (CLASS 200)(ALTERNATIVE Y) EA 2,550.0000 35,700.00 14.000 35,700 086 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 450.0000 247,050.00 136.000 61,200 (F) 087 STRUCTURAL CONCRETE, BRIDGE CY 750.0000 2,290,500.00 660.000 495,000 (F) 088 STRUCTURAL CONCRETE, CAP CY 1,000.0000 16,000.00 0.000 0 (F) 089 STRUCTURAL CONCRETE, APPROACH SLAB CY 900.0000 156,600.00 41.000 36,900 (F) (TYPE N MODIFIED) 090 MINOR CONCRETE (MINOR STRUCTURE) CY 1,800.0000 27,360.00 9.200 16,560 (F) 091 DRILL AND BOND DOWEL LF 40.0000 8,240.00 0.000 0 092 JOINT SEAL (MR 1/2") LF 60.0000 28,680.00 111.000 6,660 093 JOINT SEAL (TYPE AL) LF 35.0000 8,750.00 0.000 0 094 BAR REINFORCING STEEL (BRIDGE) LB 0.8500 331,388.65 85,536.000 72,705 (F) 095 BAR REINFORCING STEEL (CAP) LB 1.0500 3,234.00 0.000 0 (F) 096 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3200 516,735.12 85,260.000 112,543 (F) (BRIDGE) 097 HEADED BAR REINFORCEMENT EA 8.5000 13,209.00 360.000 3,060 (F) 098 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 9.0000 15,363.00 0.000 0 (F) WITHOUT WALKWAY) 099 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 8.0000 13,656.00 0.000 0 (F) WITHOUT WALKWAY) 100 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 18.0000 4,860.00 0.000 0 101 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 272.00 0.000 0 (0.063"-FRAMED) 102 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 510.00 0.000 0 (0.080"-FRAMED) 103 RETRO-REFLECTIVE SHEETING (TYPE X1) SQFT 10.0000 2,660.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 04/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235624 TIME 01:01 PM ESTIMATE NO. 011 BID OPENING 03/18/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 04/20/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 METAL (BARRIER MOUNTED SIGN) LB 8.0000 12,400.00 0.000 0 105 ROADSIDE SIGN - ONE POST EA 250.0000 750.00 0.000 0 106 TIMBER LAGGING MFBM 3,300.0000 19,800.00 0.000 0 (F) 107 SOUND WALL (MASONRY BLOCK) SQFT 36.0000 92,844.00 1,010.000 36,360 (F) 108 ALTERNATIVE SOUND WALL SYSTEM LF 500.0000 20,000.00 20.000 10,000 109 CLEAN AND PAINT STEEL SOLDIER PILING LS 30,000.0000 30,000.00 0.000 0 110 18" ALTERNATIVE PIPE CULVERT LF 145.0000 20,300.00 130.000 18,850.00 147.000 21,315 111 12" TEMPORARY CULVERT LF 170.0000 27,200.00 123.000 20,910 112 18" SLOTTED PLASTIC PIPE LF 145.0000 17,400.00 0.000 0 113 36" REINFORCED CONCRETE PIPE LF 775.0000 20,150.00 0.000 0 114 96" REINFORCED CONCRETE PIPE LF 1,400.0000 105,000.00 0.000 0 115 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 63.0000 5,229.00 0.000 0 116 36" AUTOMATIC DRAINAGE GATE EA 8,300.0000 8,300.00 0.000 0 117 SMALL-ROCK SLOPE PROTECTION CY 150.0000 300.00 0.000 0 118 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 175.0000 2,625.00 0.000 0 (CY) 119 CONCRETE (DITCH LINING) CY 710.0000 4,260.00 0.000 0 120 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQFT 0.5000 200.00 0.000 0 121 MINOR CONCRETE (MISCELLANEOUS CY 1,000.0000 2,000.00 0.000 0 CONSTRUCTION) 122 MINOR CONCRETE (CURB, SIDEWALK AND CY 675.0000 43,200.00 6.000 4,050.00 6.000 4,050 CURB RAMP) 123 MISCELLANEOUS IRON AND STEEL LB 1.5000 6,846.00 2,282.000 3,423 (F) 124 MISCELLANEOUS METAL (BRIDGE) LB 10.0000 2,620.00 0.000 0 (F) 125 BRIDGE DECK DRAINAGE SYSTEM LB 8.0000 29,360.00 0.000 0 (F) 126 TEMPORARY DEBRIS RACK LS 19,000.0000 19,000.00 0.900 17,100 127 TEMPORARY FENCE (TYPE CL-6) LF 11.0000 12,210.00 280.000 3,080 128 CHAIN LINK FENCE (TYPE CL-3, VINYL-CLAD) LF 17.0000 13,430.00 0.000 0 129 CHAIN LINK FENCE (TYPE CL-8) LF 55.0000 5,005.00 0.000 0 130 16' TEMPORARY GATE (TYPE CL-6) EA 1,600.0000 17,600.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 04/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235624 TIME 01:01 PM ESTIMATE NO. 011 BID OPENING 03/18/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 04/20/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 CHAIN LINK RAILING (TYPE 7) LF 80.0000 13,600.00 0.000 0 (F) 132 TUBULAR HANDRAILING LF 60.0000 8,700.00 0.000 0 (F) 133 CONCRETE BARRIER (TYPE 26) LF 235.0000 34,075.00 0.000 0 (F) 134 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 210.0000 30,450.00 0.000 0 (F) 135 CONCRETE BARRIER MARKER EA 25.0000 2,425.00 0.000 0 136 CONCRETE BARRIER (TYPE 60A MODIFIED) LF 62.0000 8,990.00 0.000 0 137 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 138 CONCRETE BARRIER (TYPE 736S MODIFIED) LF 250.0000 20,750.00 83.000 20,750 (F) 139 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 250.0000 202,500.00 0.000 0 140 CONCRETE BARRIER (TYPE 60P) LF 600.0000 7,200.00 0.000 0 141 CONCRETE BARRIER (TYPE 60) LF 68.0000 24,480.00 0.000 0 142 CONCRETE BARRIER (TYPE 60C) LF 77.0000 200,970.00 0.000 0 143 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 490.0000 9,800.00 0.000 0 (F) 144 CALIFORNIA ST-30 BRIDGE RAIL LF 250.0000 31,250.00 125.000 31,250 (F) 145 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 25,350.00 0.000 0 146 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,880.00 0.000 0 147 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 4,833.00 0.000 0 (BROKEN 12-3) 148 THERMOPLASTIC PAVEMENT MARKING SQFT 8.0000 1,600.00 0.000 0 149 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 273.00 0.000 0 (BROKEN 17-7) 150 PAINT TRAFFIC STRIPE (1-COAT) LF 0.3000 17,190.00 11,395.000 3,418.50 38,711.000 11,613 151 PAINT PAVEMENT MARKING (1-COAT) SQFT 1.6000 1,408.00 233.000 372.80 486.000 777 152 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 18,640.00 1,406.000 2,812.00 5,089.000 10,178 153 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 11,670.00 478.000 1,434.00 1,774.000 5,322 154 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 155 SIGN ILLUMINATION LS 15,000.0000 15,000.00 0.000 0 156 MODIFY TRAFFIC OPERATIONS SYSTEM LS 237,000.0000 237,000.00 0.350 82,950 157 MODIFY TRAFFIC OPERATIONS SYSTEM LS 110,000.0000 110,000.00 0.950 104,500 (STAGE CONSTRUCTION) PROGRAM CAS145 PAGE 7 DATE 04/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235624 TIME 01:01 PM ESTIMATE NO. 011 BID OPENING 03/18/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 04/20/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 SPECIES PROTECTION LS 10,000.0000 10,000.00 0.300 3,000 159 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 160 VIBRATION MONITORING LS 28,000.0000 28,000.00 0.300 8,400 161 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 300.0000 37,500.00 0.000 0 (BRIDGE) PROGRAM CAS145 PAGE 8 DATE 04/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235624 TIME 01:01 PM ESTIMATE NO. 011 BID OPENING 03/18/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 04/20/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 260,396.46 3,518,999.45 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 33,771.48 335,628.64 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 294,167.94 3,854,628.09 162 MOBILIZATION LS 1,500,000.0000 1,500,000.00 0.950 1,425,000 ORIGINAL CONTRACT AMOUNT 15,166,909.51 TOTAL WORK COMPLETED 294,167.94 5,279,628.09 MATERIALS ON HAND ON SITE 718,871.13 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 294,167.94 5,998,499.22 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 05/15/15 700 06/02/15 06/05/15 04/17/18 197 15 0 0 34% 28% PROGRESS IS SATISFACTORY ABELA, FERNANDO RESIDENT ENGINEER PROGRAM CAS145 DATE 04/20/16