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 10/29/13 EST. NO.25 TIME 02:26 PM R.E. NAME: ABELA, FERNANDO 04-235634 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 018 0032 645.29 E.W. @ F.A.(+) 100113 N X018.4 645.29 TOTAL THIS ESTIMATE 2,261,529.03 TOTAL PREVIOUS ESTIMATE 2,262,174.32 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 10/29/13 EST. NO.25 TIME 02:26 PM R.E. NAME: ABELA, FERNANDO 04-235634 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE GAMMA-GAMMA ANOMALY -1,770.00 04 ITEM 95 36 CIDH -486.00 06 HETCH HETCHY AQUADUC -1,260.00 07 0.00 -3,516.00 TOTAL DEDUCTIONS 0.00 -3,516.00 PROGRAM CAS145 PAGE 1 DATE 10/29/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235634 TIME 02:26 PM ESTIMATE NO. 25 BID OPENING 04/13/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/25/13 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 10/29/13 LOCATION FINAL ESTIMATE 04-SM-101-0.9/3.6 -------------- GRANITE CONSTRUCTION COMPANY IN SAN MATEO COUNT IN MENLO PARK P O BOX 50085 AND EAST PALO ALTO FROM UNIVERSITY WATSONVILLE CA 95076 AVENUE OVERCROSSING TO ROUTE 84/101 SEPARATION FED. AID NO. N O N E WIDEN ROADWAY AND BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 2,000 002 TIME-RELATED OVERHEAD LS 300,000.0000 300,000.00 1.000 300,000 003 CONSTRUCTION SITE MANAGEMENT LS 500.0000 500.00 1.000 500 004 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 2.8000 1,400.00 1,062.000 2,973 006 TEMPORARY CONSTRUCTION ENTRANCE EA 500.0000 17,500.00 26.000 13,000 007 TEMPORARY CHECK DAM LF 3.2500 975.00 275.000 893 008 MOVE-IN/MOVE-OUT EA 750.0000 9,000.00 3.000 2,250 (TEMPORARY EROSION CONTROL) 009 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 30,000.00 80.000 16,000 010 TEMPORARY HYDRAULIC MULCH SQYD 0.6500 13,000.00 24,244.200 15,758 (BONDED FIBER MATRIX) 011 STREET SWEEPING LS 75,000.0000 75,000.00 1.000 75,000 012 TEMPORARY CONCRETE WASHOUT BIN EA 800.0000 28,000.00 17.000 13,600 013 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 014 CONSTRUCTION AREA SIGNS LS 28,000.0000 28,000.00 1.000 28,000 015 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 1.000 350,000 016 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.5000 1,435.00 121.000 423 017 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3500 33,600.00 117,656.000 41,179 018 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 2,750.00 0.000 0 019 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 1.000 20,000 020 TEMPORARY RAILING (TYPE K) LF 6.0000 134,400.00 22,400.000 134,400 021 TEMPORARY CRASH CUSHION MODULE EA 200.0000 14,000.00 73.000 14,600 022 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.6500 1,209.00 0.000 0 (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 10/29/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235634 TIME 02:26 PM ESTIMATE NO. 25 BID OPENING 04/13/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/25/13 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 10/29/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4500 12,195.00 26,684.000 12,007 STRIPE (HAZARDOUS WASTE) 024 NOISE MONITORING LS 3,000.0000 3,000.00 1.000 3,000 025 ABANDON CULVERT LF 3.0000 960.00 250.000 750 026 REMOVE METAL BEAM GUARD RAILING LF 26.0000 16,640.00 640.000 16,640 027 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 2,968.00 10,757.000 4,302 028 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 12,560.00 32,832.000 13,132 029 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 1,660.00 121.000 242 030 REMOVE PAVEMENT MARKER EA 1.0000 16,200.00 14,774.000 14,774 031 REMOVE ROADSIDE SIGN EA 100.0000 1,500.00 15.000 1,500 032 REMOVE SIGN STRUCTURE EA 2,550.0000 5,100.00 2.000 5,100 033 REMOVE INLET EA 700.0000 9,100.00 12.000 8,400 034 REMOVE HEADWALL EA 500.0000 2,000.00 3.000 1,500 035 REMOVE 12" REINFORCED CONCRETE PIPE LF 6.0000 8,160.00 1,469.500 8,817 036 REMOVE 18" REINFORCED CONCRETE PIPE LF 6.0000 180.00 26.000 156 037 REMOVE 24" REINFORCED CONCRETE PIPE LF 6.0000 204.00 34.000 204 038 RESET ROADSIDE SIGN EA 220.0000 1,100.00 4.000 880 039 RELOCATE ROADSIDE SIGN-ONE POST EA 220.0000 220.00 0.000 0 040 RELOCATE ROADSIDE SIGN-TWO POST EA 550.0000 2,200.00 1.000 550 041 ADJUST INLET TO GRADE EA 2,200.0000 48,400.00 22.000 48,400 042 ADJUST FRAME AND GRATE TO GRADE EA 450.0000 3,150.00 3.000 1,350 043 MODIFY INLET EA 4,000.0000 8,000.00 2.000 8,000 044 MODIFY INLET TO MANHOLE EA 4,200.0000 4,200.00 1.000 4,200 045 REMOVE UNDERDRAIN LF 6.0000 5,340.00 1,420.000 8,520 046 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 170,200.00 73,517.000 147,034 047 REMOVE CONCRETE CY 10.0000 13.00 0.000 0 048 REMOVE CONCRETE CURB LF 3.0000 6,540.00 2,180.000 6,540 049 REMOVE CONCRETE (CURB AND GUTTER) LF 5.0000 21,950.00 4,190.000 20,950 PROGRAM CAS145 PAGE 3 DATE 10/29/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235634 TIME 02:26 PM ESTIMATE NO. 25 BID OPENING 04/13/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/25/13 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 10/29/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE SIDEWALK LF 9.5000 20,235.00 2,130.000 20,235 051 REMOVE CONCRETE BARRIER (TYPE 50C) LF 21.0000 10,500.00 500.000 10,500 052 CAP INLET EA 1,800.0000 3,600.00 1.000 1,800 053 BRIDGE REMOVAL LS 97,000.0000 97,000.00 1.000 97,000 054 BRIDGE REMOVAL (PORTION) LS 160,000.0000 160,000.00 1.000 160,000 055 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000 056 DEVELOP WATER SUPPLY LS 16,000.0000 16,000.00 1.000 16,000 057 ROADWAY EXCAVATION CY 24.0000 321,600.00 13,503.000 324,072 058 ROADWAY EXCAVATION (TYPE Z-2) CY 34.5000 731,400.00 21,386.000 737,817 (AERIALLY DEPOSITED LEAD) 059 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 060 STRUCTURE EXCAVATION (BRIDGE) CY 60.0000 19,500.00 325.000 19,500 (F) 061 STRUCTURE EXCAVATION (RETAINING WALL) CY 67.0000 60,032.00 714.000 47,838 (F) 062 STRUCTURE EXCAVATION (TYPE Z-2) CY 78.0000 28,938.00 371.000 28,938 (AERIALLY DEPOSITED LEAD) 063 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 30,500.00 305.000 30,500 (F) 064 STRUCTURE BACKFILL (RETAINING WALL) CY 54.0000 35,640.00 520.000 28,080 (F) 065 PERVIOUS BACKFILL MATERIAL (RETAINING CY 139.0000 13,205.00 95.000 13,205 (F) WALL) 066 SAND BACKFILL CY 320.0000 3,200.00 0.000 0 067 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 068 IMPORTED MATERIAL (SHOULDER BACKING) TON 180.0000 8,100.00 59.000 10,620 069 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 1.0000 870.00 870.000 870 070 HIGHWAY PLANTING LS 23,000.0000 23,000.00 1.000 23,000 071 MULCH (EROSION CONTROL) CY 32.0000 13,120.00 442.000 14,144 072 EROSION CONTROL (COMPOST BLANKET) CY 70.0000 980.00 0.000 0 073 COMPOST (INCORPORATE) SQYD 4.5000 22,455.00 1,350.000 6,075 074 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 4,500.00 1.000 750 075 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1000 5,160.00 87,120.000 8,712 076 ROLLED EROSION CONTROL PRODUCT SQFT 0.4000 5,440.00 18,645.000 7,458 (NETTING) PROGRAM CAS145 PAGE 4 DATE 10/29/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235634 TIME 02:26 PM ESTIMATE NO. 25 BID OPENING 04/13/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/25/13 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 10/29/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 LINER PLANTS (PLANT GROUP M) EA 2.5000 1,925.00 0.000 0 078 MAINTAIN EXISTING PLANTED AREAS LS 2,500.0000 2,500.00 0.000 0 079 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 1.000 15,000 080 MAINTAIN EXISTING IRRIGATION FACILITIES LS 10,400.0000 10,400.00 0.000 0 081 IRRIGATION SYSTEM LS 10,000.0000 10,000.00 1.000 10,000 082 FINISHING ROADWAY LS 60,000.0000 60,000.00 1.000 60,000 083 CLASS 4 AGGREGATE SUBBASE CY 22.0000 248,600.00 12,354.000 271,788 084 CLASS 2 AGGREGATE BASE CY 110.0000 34,100.00 1,149.330 126,426 085 LEAN CONCRETE BASE CY 125.0000 1,080,000.00 7,725.010 965,626 086 HOT MIX ASPHALT TON 90.0000 1,296,000.00 14,860.000 1,337,400 087 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 92.0000 2,401,200.00 17,974.000 1,653,608 088 DATA CORE LS 500.0000 500.00 1.000 500 089 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 735.00 163.000 489 090 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 11,190.00 3,852.000 11,556 091 TACK COAT TON 1,200.0000 58,800.00 65.650 78,780 092 REPLACE CONCRETE PAVEMENT CY 1,200.0000 48,000.00 44.000 52,800 (RAPID STRENGTH CONCRETE) 093 REPAIR SPALLED JOINTS (POLYESTER GROUT) SQYD 26.0000 1,040.00 86.410 2,246 094 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 215.0000 297,130.00 1,382.000 297,130 095 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 525.0000 253,575.00 483.000 253,575 096 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 650.0000 97,500.00 150.000 97,500 097 PRESTRESSING CAST-IN-PLACE CONCRETE LS 27,000.0000 27,000.00 1.000 27,000 098 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 500.0000 46,000.00 92.000 46,000 (F) 099 STRUCTURAL CONCRETE, BRIDGE CY 575.0000 420,900.00 732.000 420,900 (F) 100 STRUCTURAL CONCRETE, RETAINING WALL CY 550.0000 211,750.00 385.000 211,750 (F) 101 MINOR CONCRETE (MINOR STRUCTURE) CY 1,200.0000 85,200.00 61.800 74,160 (F) 102 EXPOSED AGGREGATE FINISH SQFT 10.0000 8,420.00 842.000 8,420 (F) 103 FRACTURED RIB TEXTURE SQFT 15.0000 19,500.00 1,300.000 19,500 (F) PROGRAM CAS145 PAGE 5 DATE 10/29/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235634 TIME 02:26 PM ESTIMATE NO. 25 BID OPENING 04/13/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/25/13 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 10/29/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 DRILL AND BOND DOWEL LF 8.0000 640.00 80.000 640 105 JOINT SEAL (MR 2") LF 145.0000 5,800.00 40.000 5,800 106 BAR REINFORCING STEEL (BRIDGE) LB 1.2000 384,000.00 324,300.000 389,160 (F) 107 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2500 38,000.00 30,400.000 38,000 (F) 108 FURNISH SIGN STRUCTURE (TRUSS) LB 4.5000 208,305.00 46,290.000 208,305 (F) 109 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 11,572.50 46,290.000 11,572 (F) 110 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 17.0000 2,890.00 337.000 5,729 111 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 520.00 40.000 520 (0.063"-UNFRAMED) 112 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.5000 5,920.00 461.000 8,528 (0.080"-FRAMED) 113 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 655.0000 45,195.00 69.000 45,195 (SIGN FOUNDATION) 114 ROADSIDE SIGN - ONE POST EA 275.0000 1,650.00 9.000 2,475 115 ROADSIDE SIGN - TWO POST EA 625.0000 4,375.00 8.000 5,000 116 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 90.0000 360.00 0.000 0 METHOD) 117 12" ALTERNATIVE PIPE CULVERT LF 104.0000 520.00 5.000 520 118 18" ALTERNATIVE PIPE CULVERT LF 53.0000 329,660.00 6,214.000 329,342 119 24" ALTERNATIVE PIPE CULVERT LF 98.0000 28,420.00 137.000 13,426 120 42" ALTERNATIVE PIPE CULVERT LF 107.0000 1,284.00 12.000 1,284 121 8" PLASTIC PIPE LF 54.0000 1,620.00 30.000 1,620 122 18" REINFORCED CONCRETE PIPE LF 89.0000 36,490.00 410.000 36,490 123 PERMEABLE MATERIAL (BLANKET) CY 68.0000 23,120.00 255.000 17,340 124 GEOMEMBRANE (IMPERMEABLE LINER) SQYD 2.0000 1,880.00 0.000 0 125 8" ALTERNATIVE PIPE UNDERDRAIN LF 35.0000 85,050.00 1,561.000 54,635 126 GRATED LINE DRAIN LF 220.0000 57,200.00 344.000 75,680 127 6" WELDED STEEL PIPE (.105" THICK) LF 205.0000 28,700.00 54.500 11,172 128 24" CONCRETE FLARED END SECTION EA 550.0000 550.00 1.000 550 129 MINOR CONCRETE (MISCELLANEOUS CY 450.0000 166,500.00 281.840 126,828 CONSTRUCTION) 130 MINOR CONCRETE (GUTTER) LF 26.0000 15,704.00 604.000 15,704 PROGRAM CAS145 PAGE 6 DATE 10/29/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235634 TIME 02:26 PM ESTIMATE NO. 25 BID OPENING 04/13/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/25/13 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 10/29/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MISCELLANEOUS IRON AND STEEL LB 2.0000 38,400.00 19,200.000 38,400 (F) 132 MISCELLANEOUS METAL (BRIDGE) LB 10.0000 11,780.00 913.000 9,130 (F) 133 CHAIN LINK FENCE (TYPE CL-3, VINYL-CLAD) LF 19.0000 2,660.00 140.000 2,660 134 CHAIN LINK FENCE (TYPE CL-6) LF 25.0000 4,000.00 160.000 4,000 135 METAL BEAM GUARD RAILING (WOOD POST) LF 39.5000 19,355.00 400.000 15,800 136 CHAIN LINK RAILING (TYPE 7L) LF 79.7500 123,453.00 1,548.000 123,453 (F) 137 CABLE RAILING LF 17.5000 10,325.00 590.000 10,325 138 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 1,300.00 2.000 1,300 139 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,675.0000 13,375.00 2.000 5,350 140 CONCRETE BARRIER (TYPE 60) LF 155.0000 24,800.00 533.000 82,615 141 CONCRETE BARRIER (TYPE 60D) LF 51.0000 30,090.00 4,440.000 226,440 142 CONCRETE BARRIER (TYPE 60G) LF 112.0000 45,920.00 411.000 46,032 143 CONCRETE BARRIER (TYPE 60R) LF 264.0000 23,760.00 90.000 23,760 144 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3600 48,960.00 136,681.000 49,205 145 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 6,390.00 10,043.000 10,043 146 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 2,680.00 616.000 2,464 147 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 6,160.00 4,961.000 2,728 (BROKEN 12-3) 148 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 34.00 0.000 0 (BROKEN 17-7) 149 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 13,920.00 12,946.000 15,535 150 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 15,540.00 5,005.000 15,015 151 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.0000 3,000.00 1.000 3,000 SYSTEM ELEMENTS DURING CONSTRUCTION 152 MODIFY LIGHTING AND SIGN ILLUMINATION LS 275,000.0000 275,000.00 1.000 275,000 153 MODIFY TRAFFIC OPERATION SYSTEM LS 690,000.0000 690,000.00 1.000 690,000 154 MODIFY LIGHTING AND SIGN ILLUMINATION LS 30,000.0000 30,000.00 1.000 30,000 (STAGE CONSTRUCTION) STAGE 1 155 MODIFY LIGHTING AND SIGN ILLUMINATION LS 38,500.0000 38,500.00 1.000 38,500 (STAGE CONSTRUCTION) STAGE 2 156 MODIFY TRAFFIC OPERATIONS SYSTEM LS 95,000.0000 95,000.00 1.000 95,000 (STAGE CONSTRUCTION) STAGE 1 157 MODIFY TRAFFIC OPERATIONS SYSTEM LS 91,500.0000 91,500.00 1.000 91,500 (STAGE CONSTRUCTION) STAGE 2 PROGRAM CAS145 PAGE 7 DATE 10/29/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235634 TIME 02:26 PM ESTIMATE NO. 25 BID OPENING 04/13/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/25/13 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 10/29/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 159 TEMPORARY ACTIVE TREATMENT SYSTEM LS 20,000.0000 20,000.00 1.000 20,000 160 MINOR CONCRETE (BACKFILL) CY 400.0000 28,000.00 37.000 14,800 PROGRAM CAS145 PAGE 8 DATE 10/29/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235634 TIME 02:26 PM ESTIMATE NO. 25 BID OPENING 04/13/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/25/13 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 10/29/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 12,473,871.20 ADJUSTMENT OF COMPENSATION 0.00 597,995.81 EXTRA WORK 645.29 1,664,178.51 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 645.29 14,736,045.52 161 MOBILIZATION LS 1,117,800.0000 1,117,800.00 1.000 1,117,800 ORIGINAL CONTRACT AMOUNT 14,235,576.50 TOTAL WORK COMPLETED 645.29 15,853,845.52 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -3,516.00 TOTAL 645.29 15,850,329.52 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 06/29/11 343 07/10/11 08/23/11 06/25/13 192 100 71 0 100% 100% ABELA, FERNANDO RESIDENT ENGINEER PROGRAM CAS145 DATE 10/29/13