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 06/21/16 EST. NO. 026 TIME 10:33 AM R.E. NAME: CLARK, MARTIN 03-3E1004 --------------------------------------------------------------------------- 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 0160 224.79 E.W. @ F.A.(+) 042516 N 0752.0 0161 1,803.15 042616 N 0753.0 0162 922.63 042716 N 0754.0 0163 1,450.91 042816 N 0755.0 0164 1,550.86 042916 N 0756.0 0165 1,244.05 042916 N 0757.0 0166 642.24 050216 N 0758.0 0167 521.95 050316 N 0759.0 0168 617.17 041816 N 0741.0 0169 2,890.90 041916 N 0742.0 0170 299.70 041916 N 0743.0 0171 795.56 042016 N 0744.0 0172 365.71 042016 N 0745.0 0173 517.86 042016 N 0746.0 0174 304.07 042116 N 0747.0 0175 1,325.37 042116 N 0748.0 0176 176.66 042216 N 0749.0 0177 1,672.59 042516 N 0750.0 0178 516.75 042516 N 0751.0 0179 335.44 051116 N 0771.0 0180 256.18 051216 N 0802.0 0181 479.92 051316 N 0803.0 0182 705.23 051616 N 0823.0 0183 220.39 051716 N 0836.0 0184 378.41 052416 N 0854.0 0186 819.78 052616 N 0856.0 0188 819.78 052716 N 0858.0 008 0006 2,250.00 E.W. @ F.A.(+) 031616 N 0736.0 024 0154 4,992.98 E.W. @ F.A.(+) 042016 N 0761.0 0155 5,638.37 042216 N 0824.0 0158 3,925.69 050316 N 0827.0 032 0005 4,258.08 E.W. @ F.A.(+) 031715 N 0242.0 0006 1,474.62 032015 N 0243.0 034 0017 531.82 E.W. @ F.A.(+) 071015 N 0457.0 0018 378.28 110315 N 0570.0 0019 699.07 121115 N 0637.0 050 0001 2,430.17 E.W. @ F.A.(+) 033116 N 0727.0 0002 8,842.29 040616 N 0762.0 0003 1,527.60 040716 N 0763.0 0004 863.56 040716 N 0765.0 0005 2,119.60 040816 N 0767.0 0006 1,393.61 041416 N 0769.0 0007 5,961.71 032316 N 0728.0 0008 6,408.71 032416 N 0729.0 0009 48.97 040716 N 0764.0 0010 146.92 040816 N 0768.0 0011 68.21 040716 N 0766.0 0015 1,448.36 031716 N 770.10 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 06/21/16 EST. NO. 026 TIME 10:33 AM R.E. NAME: CLARK, MARTIN 03-3E1004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 77,266.67 TOTAL THIS ESTIMATE 3,834,614.22 TOTAL PREVIOUS ESTIMATE 3,911,880.89 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 06/21/16 EST. NO. 026 TIME 10:33 AM R.E. NAME: CLARK, MARTIN 03-3E1004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PERFORMANCE FAILURE -189,919.57 004 PROGRESS WITHHOLD 10 -21,657.73 004 9-1.16E(2) -11,534.27 005 91-1.16E(3) -102,808.41 005 RTN PRT PERFRM FAILR 158,682.98 006 25% 9-1.16E(3) -435,757.30 006 RTN PERFORMANCE FAIL 31,236.59 007 RTN PROGRESS WITHHOL 21,657.73 007 RTN 25% 9-1.16E (3) 435,757.30 007 RTN 9-1.16E (2) 11,534.27 007 RTN 91-1.16E (3) 102,808.41 007 25% MISSING CPM -278,720.59 017 AC INDEX -116,193.28 018 RETURN EST. 17 CPM 278,720.59 019 TAKE MISSING CPM -196,333.53 019 RTN-CPM SUBMITTED 196,333.53 020 RETURN AC INDEX 116,193.28 022 LATE CPM -329,903.82 024 MISSING CEM4401 2015 -10,000.00 024 RTN CPM DEDUCT EST24 329,903.82 025 MISSING ADL PLAN -10,000.00 026 MISSING SWPPP DOCS -10,000.00 026 -20,000.00 -30,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 018 RECEIVED FHWA 1391 10,000.00 019 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 8/14 -5,000.00 004 PER LTR DATED 10/14 -10,000.00 006 PER LTR DATED 11/14 -5,000.00 007 RETURN DEDUCT 8/14 5,000.00 008 RETURN DEDUCT 10/14 10,000.00 008 RETURN DEDUCT 11/14 5,000.00 008 PER LTR DATED 1/16 -3,000.00 021 PER LTR DATED 2/16 -5,000.00 022 PER LTR DATED 3/16 -10,000.00 023 PER LTR DATD 4/16 -10,000.00 024 RTN DEDUCT 1/16 3,000.00 026 RTN DEDUCT 2/16 5,000.00 026 RTN DEDUCT 3/16 10,000.00 026 RTN DEDUCT 4/16 10,000.00 026 28,000.00 0.00 TOTAL DEDUCTIONS 8,000.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 06/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E1004 TIME 10:33 AM ESTIMATE NO. 026 BID OPENING 11/06/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 06/21/16 LOCATION PROGRESS ESTIMATE 03-PLA-80-8.1/37.8 ----------------- RGW CONSTRUCTION INC IN AND NEAR LOOMIS AT VARIOUS 550 GREENVILLE ROAD LOCATIONS FROM BRACE ROAD LIVERMORE CA 94550 OVERCROSSING TO MAGRA ROAD OVERCROSSING FED. AID NO. BHIM-803(243)E VERTICAL CLEARANCE FOR PERMIT VEH ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 7,000.0000 7,000.00 0.500 3,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 0.750 3,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,200.0000 1,264,000.00 20.000 64,000.00 530.000 1,696,000 004 CONSTRUCTION AREA SIGNS LS 50,550.0000 50,550.00 0.050 2,527.50 0.950 48,022 005 TRAFFIC CONTROL SYSTEM LS 850,000.0000 850,000.00 0.030 25,500.00 0.950 807,500 006 TYPE III BARRICADE EA 40.0000 13,600.00 255.000 10,200 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 7.0000 3,080.00 252.000 1,764 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4500 27,675.00 56,917.000 25,612 009 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 10,000.00 596.000 11,920 010 TEMPORARY PAVEMENT MARKER EA 4.0000 32,520.00 1,603.000 6,412 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 140,000.0000 140,000.00 0.100 14,000.00 0.950 133,000 012 TEMPORARY RAILING (TYPE K) LF 8.5000 282,200.00 60.000 510.00 28,840.000 245,140 013 TEMPORARY CRASH CUSHION EA 500.0000 32,500.00 1.000 500.00 61.000 30,500 (TYPE ABSORB 350) 014 TEMPORARY TRAFFIC SCREEN LF 2.8000 41,720.00 6,530.000 18,284 015 JOB SITE MANAGEMENT LS 45,000.0000 45,000.00 0.030 1,350.00 0.950 42,750 016 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.500 1,250 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 60,000.00 31.000 15,500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 75.0000 6,750.00 28.000 2,100 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 020 TEMPORARY EROSION CONTROL BLANKET SQYD 2.7000 24,300.00 0.000 0 021 MOVE-IN/MOVE-OUT EA 200.0000 7,200.00 3.000 600 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 0.7500 27,225.00 13,634.000 10,225 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 06/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E1004 TIME 10:33 AM ESTIMATE NO. 026 BID OPENING 11/06/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 06/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY COVER SQYD 2.5000 30,000.00 5,056.500 12,641 024 TEMPORARY CHECK DAM LF 10.0000 17,100.00 763.000 7,630 025 TEMPORARY DRAINAGE INLET PROTECTION EA 160.0000 12,480.00 9.000 1,440 026 TEMPORARY FIBER ROLL LF 3.0000 49,200.00 6,001.000 18,003 027 TEMPORARY GRAVEL BAG BERM LF 14.5000 89,755.00 2,838.000 41,151 028 TEMPORARY LARGE SEDIMENT BARRIER LF 14.0000 48,580.00 0.000 0 029 TEMPORARY SILT FENCE LF 3.0000 31,800.00 4,653.000 13,959 030 TEMPORARY CONSTRUCTION ENTRANCE EA 1,650.0000 62,700.00 10.000 16,500 031 STREET SWEEPING LS 20,000.0000 20,000.00 0.030 600.00 0.950 19,000 032 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 0.030 450.00 0.950 14,250 033 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 034 TEMPORARY FENCE (TYPE ESA) LF 2.2000 23,100.00 5,224.000 11,492 035 HEALTH AND SAFETY PLAN LS 3,000.0000 3,000.00 0.250 750.00 1.000 3,000 036 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 19,000.00 6,981.000 6,981 STRIPE (HAZARDOUS WASTE) 037 TREATED WOOD WASTE LB 0.0700 2,520.00 42,100.000 2,947 038 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 039 PUBLIC SAFETY PLAN LS 2,500.0000 2,500.00 1.000 2,500 040 ABANDON CULVERT (EA) EA 3,800.0000 3,800.00 0.000 0 041 REMOVE CHAIN LINK FENCE LF 6.0000 7,560.00 937.000 5,622 042 REMOVE METAL BEAM GUARD RAILING LF 5.0000 13,950.00 2,268.200 11,341 043 REMOVE IRRIGATION FACILITY LS 2,000.0000 2,000.00 1.000 2,000 044 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 15,500.00 15,802.000 7,901 045 REMOVE PAINTED PAVEMENT MARKING SQFT 3.0000 390.00 0.000 0 046 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 8,000.00 11,646.000 5,823 047 REMOVE ROADSIDE SIGN EA 50.0000 2,250.00 31.000 1,550 048 REMOVE SIGN STRUCTURE (EA) EA 3,000.0000 6,000.00 1.340 4,020 049 REMOVE SIGN PANEL EA 100.0000 2,100.00 11.000 1,100 PROGRAM CAS145 PAGE 3 DATE 06/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E1004 TIME 10:33 AM ESTIMATE NO. 026 BID OPENING 11/06/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 06/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE BRIDGE MOUNTED SIGN EA 500.0000 2,000.00 4.000 2,000 051 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 14,900.00 6,232.370 6,232 052 REMOVE HOT MIX ASPHALT GUTTER LF 22.0000 1,452.00 0.000 0 053 REMOVE CULVERT (LF) LF 16.0000 42,720.00 589.600 9,433.60 1,120.100 17,921 054 REMOVE INLET EA 800.0000 16,000.00 4.000 3,200.00 11.000 8,800 055 REMOVE HEADWALL EA 1,300.0000 3,900.00 1.000 1,300 056 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.5000 2,615.00 5,230.000 2,615 057 SALVAGE SIGN STRUCTURE EA 300.0000 1,800.00 0.000 0 058 RESET ROADSIDE SIGN EA 250.0000 8,000.00 4.000 1,000 059 ADJUST WATER VALVE COVER TO GRADE EA 350.0000 2,800.00 5.000 1,750 060 ADJUST MANHOLE EA 450.0000 1,800.00 4.000 1,800 061 ADJUST MANHOLE TO GRADE EA 600.0000 3,600.00 4.000 2,400 062 ADJUST UTILITY COVER TO GRADE EA 700.0000 7,000.00 0.000 0 063 ADJUST TELEPHONE VAULT TO GRADE EA 2,200.0000 8,800.00 0.000 0 064 MODIFY SIGN STRUCTURE EA 3,500.0000 3,500.00 1.000 3,500 (SAFETY CABLE RETROFIT) 065 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.4000 108,220.00 44,244.000 61,941.60 93,049.960 130,269 066 REMOVE CONCRETE CURB (LF) LF 4.0000 2,640.00 1,023.260 4,093 067 REMOVE CONCRETE SIDEWALK (LF) LF 3.5000 700.00 528.000 1,848 068 REMOVE CONCRETE BARRIER LF 19.0000 125,970.00 1,336.370 25,391.03 5,568.870 105,808 069 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.4000 52,920.00 6,635.000 9,289.00 44,435.000 62,209 070 FURNISH POLYESTER CONCRETE OVERLAY CF 55.0000 156,200.00 479.200 26,356.00 3,038.500 167,117 071 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.0000 113,640.00 6,635.000 19,905.00 44,515.000 133,545 (F) 072 ACCESS OPENING, SOFFIT EA 2,000.0000 4,000.00 2.000 4,000 073 SAND BACKFILL CY 160.0000 8,800.00 0.000 0 074 BRIDGE REMOVAL (PORTION), LOCATION A LS 120,000.0000 120,000.00 1.000 120,000 075 BRIDGE REMOVAL (PORTION), LOCATION B LS 130,000.0000 130,000.00 1.000 130,000 076 BRIDGE REMOVAL (PORTION), LOCATION C LS 130,000.0000 130,000.00 1.000 130,000 PROGRAM CAS145 PAGE 4 DATE 06/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E1004 TIME 10:33 AM ESTIMATE NO. 026 BID OPENING 11/06/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 06/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BRIDGE REMOVAL (PORTION), LOCATION D LS 135,000.0000 135,000.00 1.000 135,000 078 BRIDGE REMOVAL (PORTION), LOCATION E LS 120,000.0000 120,000.00 1.000 120,000 079 BRIDGE REMOVAL (PORTION), LOCATION F LS 115,000.0000 115,000.00 1.000 115,000 080 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 0.980 98,000 081 ROADWAY EXCAVATION CY 24.5000 1,291,150.00 10,441.000 255,804.50 22,848.810 559,795 082 SHOULDER BACKING TON 26.0000 29,900.00 581.360 15,115 083 STRUCTURE EXCAVATION (BRIDGE) CY 2,400.0000 100,800.00 52.000 124,800 (F) 084 STRUCTURE BACKFILL (BRIDGE) CY 1,900.0000 106,400.00 72.000 136,800 (F) 085 IMPORTED BORROW (CY) CY 8.0000 28,800.00 2,531.875 20,255 086 ROADSIDE CLEARING LS 35,000.0000 35,000.00 0.750 26,250 087 SOIL AMENDMENT CY 120.0000 984.00 8.200 984 088 MULCH CY 50.0000 4,900.00 98.000 4,900 089 PINE NEEDLE MULCH CY 75.0000 9,750.00 200.000 15,000 090 FERTILIZER (PACKET) EA 1.0000 290.00 290.000 290 091 PLANT (GROUP I) EA 80.0000 12,800.00 160.000 12,800 092 PLANT (GROUP A) EA 20.0000 1,220.00 49.000 980 093 PLANT (GROUP B) EA 40.0000 4,800.00 114.000 4,560 094 PLANT ESTABLISHMENT WORK LS 6,000.0000 6,000.00 1.000 6,000 095 FOLIAGE PROTECTOR EA 32.0000 2,048.00 66.000 2,112 096 3/4" PLASTIC PIPE (IRRIGATION LINE) LF 5.0000 4,100.00 820.000 4,100 (F) 097 SPRINKLER (TYPE D-1) EA 6.0000 1,380.00 230.000 1,380 098 TIME RELEASE WATER ASSEMBLY EA 15.0000 5,100.00 340.000 5,100 099 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 75.0000 1,125.00 15.000 1,125 (F) LINE) 100 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 200.0000 1,200.00 6.000 1,200 101 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1300 71,760.00 225,144.000 29,268 (SQFT) 102 ROLLED EROSION CONTROL PRODUCT SQFT 1.0000 1,600.00 0.000 0 (JUTE MESH) 103 FIBER ROLLS LF 3.0000 32,400.00 3,027.000 9,081 PROGRAM CAS145 PAGE 5 DATE 06/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E1004 TIME 10:33 AM ESTIMATE NO. 026 BID OPENING 11/06/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 06/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 COMPOST SQFT 0.4500 64,800.00 30,600.000 13,770 105 INCORPORATE MATERIALS SQFT 0.0600 8,640.00 30,600.000 1,836 106 CLASS 2 AGGREGATE BASE (CY) CY 29.5000 1,003,000.00 15,363.180 453,213 107 HOT MIX ASPHALT (TYPE A) TON 76.0000 2,211,600.00 1,027.400 78,082.40 16,911.010 1,285,236 108 HOT MIX ASPHALT (TEXTURED PAVING) SQYD 35.0000 18,900.00 0.000 0 109 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 105.0000 870,450.00 3,870.830 406,437 110 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.0000 1,560.00 990.000 1,980 111 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 13,500.00 2,126.000 4,252 112 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 5.0000 4,050.00 0.000 0 113 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 12,400.00 5,639.000 22,556 114 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 14,700.00 1,751.000 5,253 115 PLACE HOT MIX ASPHALT SQYD 75.0000 10,500.00 14.470 1,085 (MISCELLANEOUS AREA) 116 TACK COAT TON 1,340.0000 34,840.00 38.800 51,992 117 RAISE BRIDGE (LOCATION A) LS 240,000.0000 240,000.00 1.000 240,000 118 RAISE BRIDGE (LOCATION B) LS 200,000.0000 200,000.00 1.000 200,000 119 RAISE BRIDGE (LOCATION C) LS 200,000.0000 200,000.00 1.000 200,000 120 RAISE BRIDGE (LOCATION D) LS 240,000.0000 240,000.00 1.000 240,000 121 RAISE BRIDGE (LOCATION E) LS 210,000.0000 210,000.00 1.000 210,000 122 RAISE BRIDGE (LOCATION F) LS 265,000.0000 265,000.00 1.000 265,000 123 54" CAST-IN-DRILLED-HOLE CONCRETE LF 4,500.0000 306,000.00 68.000 306,000 PILE (SIGN FOUNDATION) 124 STRUCTURAL CONCRETE, BRIDGE CY 2,600.0000 993,200.00 433.000 1,125,800 (F) 125 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 240,000.00 24.130 36,195.00 85.800 128,700 (F) 126 DRILL AND BOND DOWEL LF 32.0000 62,720.00 1,647.000 52,704 127 JOINT SEAL (MR 1") LF 63.0000 35,091.00 547.100 34,467.30 547.100 34,467 128 BAR REINFORCING STEEL (BRIDGE) LB 7.0000 496,020.00 83,876.000 587,132 (F) 129 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 5.5000 42,020.00 7,640.000 42,020 (F) WITH WALKWAY) 130 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 2.5000 19,100.00 7,640.000 19,100 (F) WITH WALKWAY) PROGRAM CAS145 PAGE 6 DATE 06/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E1004 TIME 10:33 AM ESTIMATE NO. 026 BID OPENING 11/06/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 06/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH SIGN STRUCTURE (TRUSS) LB 3.5000 149,327.50 42,665.000 149,327 (F) 132 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 12,588.00 41,960.000 12,588 (F) 133 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 23.0000 42,320.00 1,835.860 42,224 134 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 270.00 0.000 0 (0.063"-UNFRAMED) 135 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 1,672.00 0.000 0 (0.080"-UNFRAMED) 136 ROADSIDE SIGN - ONE POST EA 350.0000 1,050.00 0.000 0 137 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 500.00 0.000 0 METHOD) 138 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 5.0000 5,250.00 750.010 3,750 139 8" ALTERNATIVE PIPE CULVERT LF 170.0000 1,700.00 0.000 0 140 12" ALTERNATIVE PIPE CULVERT LF 200.0000 5,400.00 0.000 0 141 18" ALTERNATIVE PIPE CULVERT LF 120.0000 241,200.00 959.200 115,104 142 24" ALTERNATIVE PIPE CULVERT LF 106.0000 79,500.00 411.200 43,587.20 411.200 43,587 143 30" ALTERNATIVE PIPE CULVERT LF 125.0000 48,750.00 0.000 0 144 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 64.0000 110,080.00 520.000 33,280.00 520.000 33,280 145 12" ALTERNATIVE FLARED END SECTION EA 200.0000 200.00 0.000 0 146 18" ALTERNATIVE FLARED END SECTION EA 250.0000 250.00 1.000 250 147 ROCK SLOPE PROTECTION CY 200.0000 2,600.00 14.000 2,800 (F) (FACING, METHOD B) (CY) 148 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 490.00 0.000 0 149 DETECTABLE WARNING SURFACE SQFT 20.0000 540.00 180.000 3,600 150 MINOR CONCRETE (CURB AND GUTTER) CY 985.0000 5,122.00 39.510 38,917 151 MINOR CONCRETE (SIDEWALK) CY 800.0000 15,200.00 66.485 53,188 152 MINOR CONCRETE (CURB RAMP) CY 1,000.0000 1,300.00 63.030 63,030 153 MISCELLANEOUS IRON AND STEEL LB 2.0000 48,452.00 3,568.000 7,136.00 10,578.000 21,156 (F) 154 WATER SUPPLY LINE LS 400,000.0000 400,000.00 1.000 400,000 155 CHAIN LINK FENCE (TYPE CL-6) LF 12.0000 15,120.00 845.000 10,140 156 DELINEATOR (CLASS 1) EA 30.0000 1,350.00 0.000 0 157 DELINEATOR (CLASS 2) EA 35.0000 1,365.00 18.000 630 PROGRAM CAS145 PAGE 7 DATE 06/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E1004 TIME 10:33 AM ESTIMATE NO. 026 BID OPENING 11/06/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 06/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 HIGHWAY POST MARKER EA 35.0000 665.00 0.000 0 159 UNDERDRAIN MARKER EA 35.0000 175.00 0.000 0 160 MARKER (CULVERT) EA 35.0000 140.00 0.000 0 161 METAL BEAM GUARD RAILING (WOOD POST) LF 21.0000 81,900.00 1,525.000 32,025 162 VEGETATION CONTROL (MINOR CONCRETE) SQYD 70.0000 175,700.00 1,443.470 101,042 163 CHAIN LINK RAILING (TYPE 6) LF 90.0000 190,620.00 2,423.000 218,070 (F) 164 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 165.0000 295,515.00 248.000 40,920.00 2,039.000 336,435 (F) 165 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 30.0000 750.00 0.000 0 166 TRANSITION RAILING (TYPE STB) EA 3,700.0000 3,700.00 1.000 3,700 167 TRANSITION RAILING (TYPE WB) EA 2,600.0000 109,200.00 34.000 88,400 168 END CAP (TYPE TC) EA 150.0000 150.00 0.000 0 169 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 650.00 8.000 5,200 170 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,300.0000 89,700.00 20.000 46,000 171 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 2,300.00 3.000 6,900 172 CONCRETE BARRIER (TYPE 60) LF 60.0000 97,200.00 496.000 29,760 173 CONCRETE BARRIER (TYPE 60C) LF 100.0000 1,500.00 1,410.400 141,040.00 3,537.320 353,732 174 CONCRETE BARRIER (TYPE 60G) LF 164.0000 185,320.00 35.000 5,740.00 722.100 118,424 175 CONCRETE BARRIER (TYPE 60GC) LF 125.0000 337,500.00 105.000 13,125.00 233.400 29,175 176 CONCRETE BARRIER (TYPE 60GE) LF 338.0000 429,260.00 224.000 75,712.00 1,246.150 421,198 177 CONCRETE BARRIER (TYPE 60G MODIFIED) LF 258.0000 183,180.00 129.500 33,411 178 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 135.0000 241,785.00 265.000 35,775.00 2,039.000 275,265 (F) 179 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 28,950.00 30,930.000 15,465 180 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,540.00 1,625.000 1,625 181 THERMOPLASTIC PAVEMENT MARKING SQFT 7.0000 14,140.00 204.400 1,430 182 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 30.00 0.000 0 (BROKEN 12-3) 183 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 8,225.00 18,509.000 4,627 (BROKEN 36-12) 184 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 157.50 256.000 64 (BROKEN 17-7) PROGRAM CAS145 PAGE 8 DATE 06/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E1004 TIME 10:33 AM ESTIMATE NO. 026 BID OPENING 11/06/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 06/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 4" THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 5,050.00 0.000 0 (RECESSED, BROKEN 36-12) 186 4" THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 10,050.00 0.000 0 (RECESSED) 187 8" THERMOPLASTIC TRAFFIC STRIPE LF 10.0000 1,400.00 0.000 0 (RECESSED) 188 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 6,750.00 550.000 2,475 189 PAVEMENT MARKER EA 28.0000 1,456.00 90.000 2,520 (RETROREFLECTIVE-RECESSED) 190 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 191 MODIFY SIGN ILLUMINATION LS 95,000.0000 95,000.00 0.100 9,500.00 0.900 85,500 192 TRAFFIC MONITORING STATION (COUNT) LS 85,000.0000 85,000.00 0.150 12,750.00 0.900 76,500 193 MODIFY SIGNAL AND LIGHTING LS 85,000.0000 85,000.00 0.080 6,800.00 0.940 79,900 194 MODIFY LIGHTING LS 12,000.0000 12,000.00 0.950 11,400 195 MODIFY LIGHTING AND SIGN ILLUMINATION LS 175,000.0000 175,000.00 1.000 175,000 196 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 197 ROCK EXCAVATION CY 22.0000 195,580.00 754.000 16,588 198 NATURALLY OCCURING ASBESTOS LS 32,000.0000 32,000.00 0.500 16,000 PROGRAM CAS145 PAGE 9 DATE 06/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E1004 TIME 10:33 AM ESTIMATE NO. 026 BID OPENING 11/06/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 06/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,095,618.13 15,294,181.81 ADJUSTMENT OF COMPENSATION 0.00 1,706,943.19 EXTRA WORK 77,266.67 2,204,937.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,172,884.80 19,206,062.70 199 MOBILIZATION LS 1,723,000.0000 1,723,000.00 1.000 1,723,000 ORIGINAL CONTRACT AMOUNT 20,643,515.00 TOTAL WORK COMPLETED 1,172,884.80 20,929,062.70 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 8,000.00 -30,000.00 TOTAL 1,180,884.80 20,899,062.70 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 02/21/14 485 07/02/14 04/17/14 07/06/16 530 12 156 0 91% 83% PROGRESS IS SATISFACTORY CLARK, MARTIN RESIDENT ENGINEER PROGRAM CAS145 DATE 06/21/16