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 10/24/11 EST. NO.04 TIME 02:08 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 10/24/11 EST. NO.04 TIME 02:08 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 -1,770.00 -1,770.00 TOTAL DEDUCTIONS -1,770.00 -1,770.00 PROGRAM CAS145 PAGE 1 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235634 TIME 02:08 PM ESTIMATE NO. 04 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 10/20/11 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 10/24/11 LOCATION PROGRESS 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,000.0000 2,000.00 1.000 2,000.00 002 TIME-RELATED OVERHEAD LS 300,000.0000 300,000.00 0.200 60,000.00 0.420 126,000.00 003 CONSTRUCTION SITE MANAGEMENT LS 500.0000 500.00 0.220 110.00 004 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 2.8000 1,400.00 675.000 1,890.00 675.000 1,890.00 006 TEMPORARY CONSTRUCTION ENTRANCE EA 500.0000 17,500.00 2.000 1,000.00 3.000 1,500.00 007 TEMPORARY CHECK DAM LF 3.2500 975.00 0.000 0.00 008 MOVE-IN/MOVE-OUT EA 750.0000 9,000.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 009 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 30,000.00 18.000 3,600.00 42.000 8,400.00 010 TEMPORARY HYDRAULIC MULCH SQYD 0.6500 13,000.00 0.000 0.00 (BONDED FIBER MATRIX) 011 STREET SWEEPING LS 75,000.0000 75,000.00 0.450 33,750.00 0.480 36,000.00 012 TEMPORARY CONCRETE WASHOUT BIN EA 800.0000 28,000.00 4.000 3,200.00 4.000 3,200.00 013 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0.00 014 CONSTRUCTION AREA SIGNS LS 28,000.0000 28,000.00 0.450 12,600.00 015 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 0.380 133,000.00 0.550 192,500.00 016 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.5000 1,435.00 121.000 423.50 017 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3500 33,600.00 59,336.000 20,767.60 112,856.000 39,499.60 018 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 2,750.00 0.000 0.00 019 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.250 5,000.00 0.420 8,400.00 020 TEMPORARY RAILING (TYPE K) LF 6.0000 134,400.00 7,480.000 44,880.00 18,440.000 110,640.00 021 TEMPORARY CRASH CUSHION MODULE EA 200.0000 14,000.00 14.000 2,800.00 70.000 14,000.00 022 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.6500 1,209.00 0.000 0.00 (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235634 TIME 02:08 PM ESTIMATE NO. 04 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 10/20/11 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4500 12,195.00 1,674.000 753.30 26,684.000 12,007.80 STRIPE (HAZARDOUS WASTE) 024 NOISE MONITORING LS 3,000.0000 3,000.00 1.000 3,000.00 025 ABANDON CULVERT LF 3.0000 960.00 0.000 0.00 026 REMOVE METAL BEAM GUARD RAILING LF 26.0000 16,640.00 0.000 0.00 027 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 2,968.00 4,319.000 1,727.60 9,557.000 3,822.80 028 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 12,560.00 21,532.000 8,612.80 29,232.000 11,692.80 029 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 1,660.00 121.000 242.00 030 REMOVE PAVEMENT MARKER EA 1.0000 16,200.00 4,900.000 4,900.00 7,254.000 7,254.00 031 REMOVE ROADSIDE SIGN EA 100.0000 1,500.00 0.000 0.00 032 REMOVE SIGN STRUCTURE EA 2,550.0000 5,100.00 0.000 0.00 033 REMOVE INLET EA 700.0000 9,100.00 7.000 4,900.00 8.000 5,600.00 034 REMOVE HEADWALL EA 500.0000 2,000.00 1.000 500.00 1.000 500.00 035 REMOVE 12" REINFORCED CONCRETE PIPE LF 6.0000 8,160.00 510.000 3,060.00 510.000 3,060.00 036 REMOVE 18" REINFORCED CONCRETE PIPE LF 6.0000 180.00 22.000 132.00 037 REMOVE 24" REINFORCED CONCRETE PIPE LF 6.0000 204.00 0.000 0.00 038 RESET ROADSIDE SIGN EA 220.0000 1,100.00 0.000 0.00 039 RELOCATE ROADSIDE SIGN-ONE POST EA 220.0000 220.00 0.000 0.00 040 RELOCATE ROADSIDE SIGN-TWO POST EA 550.0000 2,200.00 0.000 0.00 041 ADJUST INLET TO GRADE EA 2,200.0000 48,400.00 5.000 11,000.00 5.000 11,000.00 042 ADJUST FRAME AND GRATE TO GRADE EA 450.0000 3,150.00 0.000 0.00 043 MODIFY INLET EA 4,000.0000 8,000.00 0.000 0.00 044 MODIFY INLET TO MANHOLE EA 4,200.0000 4,200.00 0.000 0.00 045 REMOVE UNDERDRAIN LF 6.0000 5,340.00 0.000 0.00 046 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 170,200.00 23,000.000 46,000.00 23,000.000 46,000.00 047 REMOVE CONCRETE CY 10.0000 13.00 0.000 0.00 048 REMOVE CONCRETE CURB LF 3.0000 6,540.00 727.000 2,181.00 049 REMOVE CONCRETE (CURB AND GUTTER) LF 5.0000 21,950.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235634 TIME 02:08 PM ESTIMATE NO. 04 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 10/20/11 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE SIDEWALK LF 9.5000 20,235.00 2,111.000 20,054.50 2,111.000 20,054.50 051 REMOVE CONCRETE BARRIER (TYPE 50C) LF 21.0000 10,500.00 500.000 10,500.00 052 CAP INLET EA 1,800.0000 3,600.00 0.000 0.00 053 BRIDGE REMOVAL LS 97,000.0000 97,000.00 0.000 0.00 054 BRIDGE REMOVAL (PORTION) LS 160,000.0000 160,000.00 0.000 0.00 055 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 0.420 42,000.00 0.750 75,000.00 056 DEVELOP WATER SUPPLY LS 16,000.0000 16,000.00 0.280 4,480.00 0.750 12,000.00 057 ROADWAY EXCAVATION CY 24.0000 321,600.00 3,192.000 76,608.00 058 ROADWAY EXCAVATION (TYPE Z-2) CY 34.5000 731,400.00 2,386.000 82,317.00 8,210.000 283,245.00 (AERIALLY DEPOSITED LEAD) 059 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 060 STRUCTURE EXCAVATION (BRIDGE) CY 60.0000 19,500.00 107.500 6,450.00 107.500 6,450.00 (F) 061 STRUCTURE EXCAVATION (RETAINING WALL) CY 67.0000 60,032.00 0.000 0.00 (F) 062 STRUCTURE EXCAVATION (TYPE Z-2) CY 78.0000 28,938.00 165.000 12,870.00 (AERIALLY DEPOSITED LEAD) 063 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 30,500.00 116.000 11,600.00 120.000 12,000.00 (F) 064 STRUCTURE BACKFILL (RETAINING WALL) CY 54.0000 35,640.00 0.000 0.00 (F) 065 PERVIOUS BACKFILL MATERIAL (RETAINING CY 139.0000 13,205.00 0.000 0.00 (F) WALL) 066 SAND BACKFILL CY 320.0000 3,200.00 0.000 0.00 067 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 068 IMPORTED MATERIAL (SHOULDER BACKING) TON 180.0000 8,100.00 0.000 0.00 069 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 1.0000 870.00 0.000 0.00 070 HIGHWAY PLANTING LS 23,000.0000 23,000.00 0.000 0.00 071 MULCH (EROSION CONTROL) CY 32.0000 13,120.00 0.000 0.00 072 EROSION CONTROL (COMPOST BLANKET) CY 70.0000 980.00 0.000 0.00 073 COMPOST (INCORPORATE) SQYD 4.5000 22,455.00 0.000 0.00 074 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 4,500.00 0.000 0.00 075 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1000 5,160.00 0.000 0.00 076 ROLLED EROSION CONTROL PRODUCT SQFT 0.4000 5,440.00 0.000 0.00 (NETTING) PROGRAM CAS145 PAGE 4 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235634 TIME 02:08 PM ESTIMATE NO. 04 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 10/20/11 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 LINER PLANTS (PLANT GROUP M) EA 2.5000 1,925.00 0.000 0.00 078 MAINTAIN EXISTING PLANTED AREAS LS 2,500.0000 2,500.00 0.000 0.00 079 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 0.000 0.00 080 MAINTAIN EXISTING IRRIGATION FACILITIES LS 10,400.0000 10,400.00 0.000 0.00 081 IRRIGATION SYSTEM LS 10,000.0000 10,000.00 0.000 0.00 082 FINISHING ROADWAY LS 60,000.0000 60,000.00 0.150 9,000.00 0.150 9,000.00 083 CLASS 4 AGGREGATE SUBBASE CY 22.0000 248,600.00 3,350.000 73,700.00 084 CLASS 2 AGGREGATE BASE CY 110.0000 34,100.00 130.000 14,300.00 085 LEAN CONCRETE BASE CY 125.0000 1,080,000.00 1,283.010 160,376.25 2,473.010 309,126.25 086 HOT MIX ASPHALT TON 90.0000 1,296,000.00 5,051.000 454,590.00 5,582.000 502,380.00 087 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 92.0000 2,401,200.00 5,650.000 519,800.00 5,650.000 519,800.00 088 DATA CORE LS 500.0000 500.00 0.000 0.00 089 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 735.00 0.000 0.00 090 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 11,190.00 0.000 0.00 091 TACK COAT TON 1,200.0000 58,800.00 10.000 12,000.00 10.000 12,000.00 092 REPLACE CONCRETE PAVEMENT CY 1,200.0000 48,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 093 REPAIR SPALLED JOINTS (POLYESTER GROUT) SQYD 26.0000 1,040.00 10.000 260.00 10.000 260.00 094 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 215.0000 297,130.00 0.000 0.00 095 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 525.0000 253,575.00 50.000 26,250.00 243.000 127,575.00 096 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 650.0000 97,500.00 105.300 68,445.00 097 PRESTRESSING CAST-IN-PLACE CONCRETE LS 27,000.0000 27,000.00 0.000 0.00 098 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 500.0000 46,000.00 46.000 23,000.00 46.000 23,000.00 (F) 099 STRUCTURAL CONCRETE, BRIDGE CY 575.0000 420,900.00 19.000 10,925.00 28.000 16,100.00 (F) 100 STRUCTURAL CONCRETE, RETAINING WALL CY 550.0000 211,750.00 0.000 0.00 (F) 101 MINOR CONCRETE (MINOR STRUCTURE) CY 1,200.0000 85,200.00 7.200 8,640.00 7.200 8,640.00 (F) 102 EXPOSED AGGREGATE FINISH SQFT 10.0000 8,420.00 421.000 4,210.00 421.000 4,210.00 (F) 103 FRACTURED RIB TEXTURE SQFT 15.0000 19,500.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 5 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235634 TIME 02:08 PM ESTIMATE NO. 04 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 10/20/11 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 DRILL AND BOND DOWEL LF 8.0000 640.00 0.000 0.00 105 JOINT SEAL (MR 2") LF 145.0000 5,800.00 0.000 0.00 106 BAR REINFORCING STEEL (BRIDGE) LB 1.2000 384,000.00 33,320.000 39,984.00 104,820.000 125,784.00 (F) 107 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2500 38,000.00 0.000 0.00 (F) 108 FURNISH SIGN STRUCTURE (TRUSS) LB 4.5000 208,305.00 0.000 0.00 (F) 109 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 11,572.50 0.000 0.00 (F) 110 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 17.0000 2,890.00 0.000 0.00 111 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 520.00 0.000 0.00 (0.063"-UNFRAMED) 112 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.5000 5,920.00 0.000 0.00 (0.080"-FRAMED) 113 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 655.0000 45,195.00 0.000 0.00 (SIGN FOUNDATION) 114 ROADSIDE SIGN - ONE POST EA 275.0000 1,650.00 0.000 0.00 115 ROADSIDE SIGN - TWO POST EA 625.0000 4,375.00 0.000 0.00 116 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 90.0000 360.00 0.000 0.00 METHOD) 117 12" ALTERNATIVE PIPE CULVERT LF 104.0000 520.00 0.000 0.00 118 18" ALTERNATIVE PIPE CULVERT LF 53.0000 329,660.00 1,499.000 79,447.00 119 24" ALTERNATIVE PIPE CULVERT LF 98.0000 28,420.00 0.000 0.00 120 42" ALTERNATIVE PIPE CULVERT LF 107.0000 1,284.00 0.000 0.00 121 8" PLASTIC PIPE LF 54.0000 1,620.00 0.000 0.00 122 18" REINFORCED CONCRETE PIPE LF 89.0000 36,490.00 0.000 0.00 123 PERMEABLE MATERIAL (BLANKET) CY 68.0000 23,120.00 0.000 0.00 124 GEOMEMBRANE (IMPERMEABLE LINER) SQYD 2.0000 1,880.00 0.000 0.00 125 8" ALTERNATIVE PIPE UNDERDRAIN LF 35.0000 85,050.00 0.000 0.00 126 GRATED LINE DRAIN LF 220.0000 57,200.00 0.000 0.00 127 6" WELDED STEEL PIPE (.105" THICK) LF 205.0000 28,700.00 0.000 0.00 128 24" CONCRETE FLARED END SECTION EA 550.0000 550.00 0.000 0.00 129 MINOR CONCRETE (MISCELLANEOUS CY 450.0000 166,500.00 6.300 2,835.00 6.300 2,835.00 CONSTRUCTION) 130 MINOR CONCRETE (GUTTER) LF 26.0000 15,704.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235634 TIME 02:08 PM ESTIMATE NO. 04 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 10/20/11 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 MISCELLANEOUS IRON AND STEEL LB 2.0000 38,400.00 1,630.000 3,260.00 (F) 132 MISCELLANEOUS METAL (BRIDGE) LB 10.0000 11,780.00 0.000 0.00 (F) 133 CHAIN LINK FENCE (TYPE CL-3, VINYL-CLAD) LF 19.0000 2,660.00 0.000 0.00 134 CHAIN LINK FENCE (TYPE CL-6) LF 25.0000 4,000.00 0.000 0.00 135 METAL BEAM GUARD RAILING (WOOD POST) LF 39.5000 19,355.00 0.000 0.00 136 CHAIN LINK RAILING (TYPE 7L) LF 79.7500 123,453.00 0.000 0.00 (F) 137 CABLE RAILING LF 17.5000 10,325.00 0.000 0.00 138 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 1,300.00 0.000 0.00 139 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,675.0000 13,375.00 0.000 0.00 140 CONCRETE BARRIER (TYPE 60) LF 155.0000 24,800.00 0.000 0.00 141 CONCRETE BARRIER (TYPE 60D) LF 51.0000 30,090.00 0.000 0.00 142 CONCRETE BARRIER (TYPE 60G) LF 112.0000 45,920.00 0.000 0.00 143 CONCRETE BARRIER (TYPE 60R) LF 264.0000 23,760.00 0.000 0.00 144 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3600 48,960.00 0.000 0.00 145 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 6,390.00 0.000 0.00 146 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 2,680.00 0.000 0.00 147 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 6,160.00 0.000 0.00 (BROKEN 12-3) 148 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 34.00 0.000 0.00 (BROKEN 17-7) 149 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 13,920.00 3,738.000 4,485.60 5,496.000 6,595.20 150 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 15,540.00 1,245.000 3,735.00 1,784.000 5,352.00 151 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.0000 3,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 152 MODIFY LIGHTING AND SIGN ILLUMINATION LS 275,000.0000 275,000.00 0.090 24,750.00 0.090 24,750.00 153 MODIFY TRAFFIC OPERATION SYSTEM LS 690,000.0000 690,000.00 0.170 117,300.00 154 MODIFY LIGHTING AND SIGN ILLUMINATION LS 30,000.0000 30,000.00 0.450 13,500.00 (STAGE CONSTRUCTION) STAGE 1 155 MODIFY LIGHTING AND SIGN ILLUMINATION LS 38,500.0000 38,500.00 0.000 0.00 (STAGE CONSTRUCTION) STAGE 2 156 MODIFY TRAFFIC OPERATIONS SYSTEM LS 95,000.0000 95,000.00 0.180 17,100.00 (STAGE CONSTRUCTION) STAGE 1 157 MODIFY TRAFFIC OPERATIONS SYSTEM LS 91,500.0000 91,500.00 0.000 0.00 (STAGE CONSTRUCTION) STAGE 2 PROGRAM CAS145 PAGE 7 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235634 TIME 02:08 PM ESTIMATE NO. 04 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 10/20/11 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 159 TEMPORARY ACTIVE TREATMENT SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 160 MINOR CONCRETE (BACKFILL) CY 400.0000 28,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235634 TIME 02:08 PM ESTIMATE NO. 04 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 10/20/11 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,863,083.65 3,264,342.45 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 5,117.53 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,863,083.65 3,269,459.98 161 MOBILIZATION LS 117,800.0000 1,117,800.00 0.200 223,560.00 0.950 1,061,910.00 ORIGINAL CONTRACT AMOUNT 14,235,576.50 TOTAL WORK COMPLETED 2,086,643.65 4,331,369.98 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,770.00 -1,770.00 TOTAL 2,084,873.65 4,329,599.98 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 06/29/11 343 07/10/11 08/23/11 01/13/11 37 4 0 0 30% 11% PROGRESS IS SATISFACTORY ABELA, FERNANDO RESIDENT ENGINEER PROGRAM CAS145 DATE 10/24/11