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 01/17/17 EST. NO. 049 TIME 06:54 AM R.E. NAME: RAVANIPOUR, MOHAMMAD 12-0E3104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 027 0001 2,210.40 A.C. @ L.S.(+) 011117 N 0010 0 043 0001 52,930.00 A.C. @ L.S.(+) 070516 N 0001 0 045 0001 39,142.24 A.C. @ L.S.(+) 070516 N 0001 0 94,282.64 TOTAL THIS ESTIMATE 1,162,699.90 TOTAL PREVIOUS ESTIMATE 1,256,982.54 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 01/17/17 EST. NO. 049 TIME 06:54 AM R.E. NAME: RAVANIPOUR, MOHAMMAD 12-0E3104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PERFORMANCE WITHHOLD -256,954.91 021 PERFORMANCE WITHHOLD 256,954.91 022 LATE REOPENING LANES -54,900.00 024 PERFROMANCE WITHHOLD -322,782.35 024 PERFORMANCE WITHHOLD 322,782.35 025 NON-SUBTL CEM4401/14 -10,000.00 026 CEM 4401-SUBMITTAL 10,000.00 027 CEM 4401 2015-2016 -10,000.00 048 RESTAKING CHARGES -219,445.00 048 0.00 -284,345.00 LIQUIDATED DAMAGES 29 DAYS@ $8300/DAY -240,700.00 048 0.00 -240,700.00 OTHER OUTSTANDING DOCUMENTS NONSUBTAL CEM 2402S -10,000.00 048 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -535,045.00 PROGRAM CAS145 PAGE 1 DATE 01/17/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E3104 TIME 06:54 AM ESTIMATE NO. 049 BID OPENING 08/02/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/22/16 R.E. NAME: RAVANIPOUR, MOHAMMAD DATE OF THIS ESTIMATE 01/17/17 LOCATION SEMI-FINAL ESTIMATE 12-ORA-74-0.0/0.2 ------------------- FLATIRON WEST INC ON RTE 74 FROM 0.1 MILE WEST OF 1770 LA COSTA MEADOWS DRIVE I-5/SR-74 IC TO 0.1 MILE EAST OF SAN MARCOS CA 92078 I-5/SR-74 IC. FED. AID NO. N O N E REPLACE BRIDGE AND WIDEN RAMP ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 1.000 10,000 002 TIME-RELATED OVERHEAD WDAY 2,500.0000 1,375,000.00 598.000 1,495,000 003 TEMPORARY SUPPORT LS 15,000.0000 15,000.00 1.000 15,000 004 TEMPORARY PEDESTRIAN SIDEWALK LS 100,000.0000 100,000.00 1.000 100,000 005 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 1.000 50,000 006 PREPARE STORM WATER POLLUTION LS 70,000.0000 70,000.00 1.000 70,000 PREVENTION PLAN 007 TEMPORARY FIBER ROLL LF 4.0000 80,400.00 18,067.000 72,268 008 TEMPORARY SILT FENCE LF 5.0000 3,200.00 3,500.000 17,500 009 TEMPORARY GRAVEL BAG BERM LF 5.0000 24,350.00 2,834.000 14,170 010 TEMPORARY CONSTRUCTION ENTRANCE EA 10,000.0000 30,000.00 3.000 30,000 011 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 17,200.00 60.000 12,000 012 TEMPORARY HYDRAULIC MULCH SQYD 0.4000 12,280.00 39,833.600 15,933 (BONDED FIBER MATRIX) 013 STREET SWEEPING LS 100,000.0000 100,000.00 1.000 100,000 014 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 40,000.0000 40,000.00 1.000 40,000 015 RAIN EVENT ACTION PLAN EA 500.0000 27,500.00 10.000 5,000 016 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 3.000 6,000 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 11,000.00 3.000 1,500 018 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 1.000 45,000 019 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000 020 TYPE III BARRICADE EA 125.0000 4,500.00 24.000 3,000 021 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 6,650.00 237.000 8,295 022 PORTABLE CHANGEABLE MESSAGE SIGN LS 60,000.0000 60,000.00 1.000 60,000 PROGRAM CAS145 PAGE 2 DATE 01/17/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E3104 TIME 06:54 AM ESTIMATE NO. 049 BID OPENING 08/02/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/22/16 R.E. NAME: RAVANIPOUR, MOHAMMAD DATE OF THIS ESTIMATE 01/17/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 9.0000 135,900.00 15,460.000 139,140 024 TEMPORARY CRASH CUSHION MODULE EA 250.0000 55,000.00 240.000 60,000 025 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 5,000.0000 75,000.00 12.000 60,000 026 TEMPORARY TRAFFIC SCREEN LF 2.2500 33,975.00 10,410.000 23,422 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5000 14,250.00 8,459.000 4,229 STRIPE (HAZARDOUS WASTE) 028 REMOVE YELLOW THERMOPLASTIC PAVEMENT SQFT 2.1500 1,032.00 310.000 666 MARKING (HAZARDOUS WASTE) 029 REMOVE CHAIN LINK FENCE LF 4.0000 3,640.00 1,500.000 6,000 030 REMOVE METAL BEAM GUARD RAILING LF 10.0000 16,500.00 1,683.000 16,830 031 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 33,705.00 74,393.000 26,037 032 REMOVE PAINTED PAVEMENT MARKING SQFT 1.6000 5,904.00 1,566.000 2,505 033 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 12,880.00 19,847.000 6,946 034 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.6000 8,448.00 1,235.000 1,976 035 REMOVE PAVEMENT MARKER EA 0.5500 3,679.50 2,948.000 1,621 036 REMOVE ROADSIDE SIGN EA 75.0000 4,575.00 53.000 3,975 037 REMOVE ROADSIDE SIGN EA 70.0000 910.00 11.000 770 (STRAP AND SADDLE BRACKET METHOD) 038 REMOVE ROADSIDE SIGN PANEL EA 50.0000 50.00 1.000 50 039 REMOVE SIGN STRUCTURE EA 2,000.0000 2,000.00 1.000 2,000 040 REMOVE BRIDGE MOUNTED SIGN EA 2,000.0000 4,000.00 2.000 4,000 041 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 25.0000 51,500.00 3,948.900 98,722 042 REMOVAL OF HYDRAULIC LIFT EA 7,000.0000 21,000.00 0.000 0 043 REMOVE CULVERT LF 22.0000 36,520.00 1,360.000 29,920 044 REMOVE INLET EA 310.0000 7,440.00 24.000 7,440 045 REMOVE HEADWALL EA 700.0000 2,100.00 3.000 2,100 046 REMOVAL OF REMEDIATION/VAPOR EA 10,300.0000 10,300.00 0.000 0 EXTRACTION SYSTEM 047 DESTRUCTION OF MONITORING WELL OR EA 3,500.0000 42,000.00 0.000 0 REMEDIATION WELL 048 REMOVAL OF UNDERGROUND STORAGE TANK EA 7,500.0000 52,500.00 0.000 0 SYSTEM 049 REMOVE RETAINING WALL SQFT 10.0000 1,200.00 1,008.000 10,080 PROGRAM CAS145 PAGE 3 DATE 01/17/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E3104 TIME 06:54 AM ESTIMATE NO. 049 BID OPENING 08/02/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/22/16 R.E. NAME: RAVANIPOUR, MOHAMMAD DATE OF THIS ESTIMATE 01/17/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVAL OF UNDERGROUND WASTE OIL TANK EA 7,500.0000 7,500.00 0.000 0 SYSTEM 051 REMOVE CRIB WALL SQFT 3.5000 10,010.00 770.000 2,695 052 REMOVE BLOCK WALL SQFT 6.0000 14,880.00 440.000 2,640 053 REMOVE DELINEATOR EA 25.0000 1,900.00 25.000 625 054 RESET ROADSIDE SIGN (ONE POST) EA 500.0000 1,000.00 2.000 1,000 055 RELOCATE ROADSIDE SIGN-ONE POST EA 500.0000 500.00 1.000 500 056 ADJUST INLET EA 1,600.0000 1,600.00 1.000 1,600 057 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 20,240.00 2,581.040 10,324 058 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 30.0000 9,300.00 170.000 5,100 059 REMOVE CONCRETE CURB LF 2.0000 11,320.00 5,996.500 11,993 060 REMOVE CONCRETE (CHANNEL) CY 80.0000 16,800.00 226.940 18,155 061 REMOVE CONCRETE BARRIER (TYPE 50) LF 6.0000 720.00 120.000 720 062 REMOVE CONCRETE BARRIER (TYPE 60E) LF 8.0000 1,600.00 201.000 1,608 063 REMOVE CONCRETE CROSS GUTTER CY 110.0000 2,860.00 15.000 1,650 064 REMOVE CONCRETE BOX PORTION CY 125.0000 2,125.00 15.020 1,877 065 BRIDGE REMOVAL LS 240,000.0000 240,000.00 1.000 240,000 066 CLEARING AND GRUBBING (LS) LS 60,000.0000 60,000.00 1.000 60,000 067 ROADWAY EXCAVATION CY 10.0000 662,000.00 67,116.000 671,160 068 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 069 REMOVAL AND DISPOSAL OF PETROLEUM CY 62.0000 279,000.00 0.000 0 HYDROCARBON CONTAMINATED SOIL 070 REMOVAL AND DISPOSAL OF PEA GRAVEL CY 55.0000 28,600.00 0.000 0 071 STRUCTURE EXCAVATION (BRIDGE) CY 55.0000 83,875.00 1,525.000 83,875 (F) 072 STRUCTURE EXCAVATION (RETAINING WALL) CY 25.0000 169,500.00 6,780.000 169,500 (F) 073 SAND BEDDING CY 50.0000 110,000.00 2,710.000 135,500 074 STRUCTURE BACKFILL (BRIDGE) CY 85.0000 66,725.00 785.000 66,725 (F) 075 STRUCTURE BACKFILL (RETAINING WALL) CY 60.0000 183,600.00 3,572.000 214,320 (F) 076 PERVIOUS BACKFILL MATERIAL (RETAINING CY 75.0000 12,075.00 161.000 12,075 (F) WALL) PROGRAM CAS145 PAGE 4 DATE 01/17/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E3104 TIME 06:54 AM ESTIMATE NO. 049 BID OPENING 08/02/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/22/16 R.E. NAME: RAVANIPOUR, MOHAMMAD DATE OF THIS ESTIMATE 01/17/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BACKFILLING AND COMPACTION OF SOIL CY 11.0000 49,500.00 0.000 0 078 LEAN CONCRETE BACKFILL CY 138.0000 5,658.00 41.000 5,658 (F) 079 DITCH EXCAVATION CY 30.0000 17,700.00 606.200 18,186 080 RETAINING STRUCTURE SQFT 70.0000 463,750.00 6,625.000 463,750 (F) 081 IMPORTED BORROW CY 0.1000 3,350.00 2,055.000 205 082 SURCHARGE EMBANKMENT CY 12.0000 62,640.00 5,200.000 62,400 083 LIGHTWEIGHT FILL (EPS BLOCK) CY 124.0000 2,653,600.00 18,702.200 2,319,072 084 HIGHWAY PLANTING LS 38,000.0000 38,000.00 1.000 38,000 085 ROCK BLANKET SQYD 62.0000 247,380.00 3,350.000 207,700 086 INTERLOCKING PAVERS SQFT 10.0000 181,000.00 14,409.000 144,090 087 EROSION CONTROL (COMPOST BLANKET) CY 60.0000 18,600.00 310.000 18,600 088 MAINTAIN EXISTING PLANTED AREAS LS 5,000.0000 5,000.00 1.000 5,000 089 PLANT ESTABLISHMENT WORK LS 22,000.0000 22,000.00 1.000 22,000 090 IRRIGATION SYSTEM LS 165,000.0000 165,000.00 1.000 165,000 091 WATER METER LS 29,000.0000 29,000.00 1.000 29,000 092 IRRIGATION SLEEVE LF 37.0000 4,070.00 110.000 4,070 093 8" CORRUGATED HIGH DENSITY LF 29.0000 8,700.00 296.000 8,584 POLYETHYLENE PIPE CONDUIT 094 10" CORRUGATED HIGH DENSITY LF 34.0000 18,700.00 545.000 18,530 POLYETHYLENE PIPE CONDUIT 095 CLASS 2 AGGREGATE SUBBASE CY 70.0000 42,000.00 650.760 45,553 096 CLASS 3 AGGREGATE SUBBASE CY 17.0000 615,400.00 25,110.750 426,882 097 CLASS 2 AGGREGATE BASE CY 75.0000 48,000.00 522.460 39,184 098 LEAN CONCRETE BASE CY 145.0000 33,350.00 230.000 33,350 099 HOT MIX ASPHALT TON 70.0000 1,855,000.00 28,681.480 2,007,703 100 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 81.0000 743,580.00 6,836.100 553,724 101 GASOLINE RESISTANT GEOMEMBRANE SQYD 22.0000 283,800.00 25,374.900 558,247 102 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.0000 5,720.00 1,426.000 5,704 103 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 390.00 130.000 390 PROGRAM CAS145 PAGE 5 DATE 01/17/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E3104 TIME 06:54 AM ESTIMATE NO. 049 BID OPENING 08/02/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/22/16 R.E. NAME: RAVANIPOUR, MOHAMMAD DATE OF THIS ESTIMATE 01/17/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.0000 5,720.00 2,857.000 5,714 105 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 4,280.00 2,121.000 4,242 106 PLACE HOT MIX ASPHALT SQYD 16.0000 7,680.00 472.450 7,559 (MISCELLANEOUS AREA) 107 TACK COAT TON 4,200.0000 1,260.00 0.300 1,260 108 CONTINUOUSLY REINFORCED CONCRETE CY 295.0000 560,500.00 1,694.600 499,907 PAVEMENT 109 CONTINUOUSLY REINFORCED CONCRETE CY 480.0000 230,400.00 480.000 230,400 PAVEMENT (RAPID STRENGTH CONCRETE) 110 JOINTED PLAIN CONCRETE PAVEMENT CY 250.0000 130,000.00 519.560 129,890 (RAMP TERMINI) 111 CONCRETE PAVEMENT TRANSITION PANEL CY 250.0000 9,000.00 36.000 9,000 112 FURNISH STEEL PILING (HP 10 X 57) LF 29.0000 168,142.00 5,798.000 168,142 113 DRIVE STEEL PILE (HP 10 X 57) EA 1,500.0000 150,000.00 100.000 150,000 114 FURNISH STEEL PILING (HP 14 X 89) LF 46.0000 220,800.00 4,800.000 220,800 115 DRIVE STEEL PILE (HP 14 X 89) EA 1,100.0000 88,000.00 80.000 88,000 116 FURNISH 36" STEEL PIPE PILING LF 133.0000 58,520.00 440.000 58,520 117 DRIVE 36" STEEL PIPE PILE EA 3,300.0000 26,400.00 8.000 26,400 118 48" PERMANENT STEEL CASING LF 255.0000 51,000.00 200.000 51,000 119 FURNISH PILING (CLASS 90) LF 32.0000 189,280.00 5,915.000 189,280 (ALTERNATIVE W) 120 DRIVE PILE (CLASS 90) EA 600.0000 84,000.00 140.000 84,000 (ALTERNATIVE W) 121 FURNISH 36" CAST-IN-STEEL SHELL LF 211.0000 17,302.00 82.000 17,302 CONCRETE PILING 122 DRIVE 36" CAST-IN-STEEL SHELL CONCRETE EA 7,000.0000 14,000.00 2.000 14,000 PILE 123 PRESTRESSING CAST-IN-PLACE CONCRETE LS 180,000.0000 180,000.00 1.000 180,000 124 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 97,500.00 327.100 98,130 (F) 125 STRUCTURAL CONCRETE, BRIDGE CY 540.0000 1,657,800.00 3,105.000 1,676,700 (F) 126 STRUCTURAL CONCRETE, RETAINING WALL CY 330.0000 787,710.00 2,389.000 788,370 (F) 127 STRUCTURAL CONCRETE, BARRIER SLAB CY 350.0000 131,250.00 375.000 131,250 (F) 128 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 42,000.00 70.000 42,000 (F) (TYPE EQ) 129 STRUCTURAL CONCRETE, BOX CULVERT CY 500.0000 235,000.00 470.000 235,000 130 MINOR CONCRETE (MINOR STRUCTURE) CY 800.0000 150,400.00 184.220 147,376 (F) PROGRAM CAS145 PAGE 6 DATE 01/17/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E3104 TIME 06:54 AM ESTIMATE NO. 049 BID OPENING 08/02/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/22/16 R.E. NAME: RAVANIPOUR, MOHAMMAD DATE OF THIS ESTIMATE 01/17/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ARCHITECTURAL TEXTURE (ROCK STRATA) SQFT 9.0000 204,615.00 22,735.000 204,615 (F) 132 ARCHITECTURAL TEXTURE (FRACTURED RIB) SQFT 12.0000 16,572.00 1,381.000 16,572 (F) 133 PORTLAND CEMENT PLASTER SQFT 12.0000 8,280.00 683.000 8,196 134 REFINISH BRIDGE DECK SQFT 15.0000 13,500.00 502.000 7,530 135 JOINT SEAL (MR 1 1/2") LF 120.0000 15,480.00 133.000 15,960 136 JOINT SEAL (MR 2") LF 165.0000 20,790.00 128.000 21,120 137 BAR REINFORCING STEEL (BRIDGE) LB 0.7600 535,040.00 705,564.000 536,228 (F) 138 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8200 238,931.60 291,380.000 238,931 (F) 139 BAR REINFORCING STEEL (BOX CULVERT) LB 0.7700 74,382.00 102,929.290 79,255 (F) 140 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.2500 37,536.00 8,832.000 37,536 (F) WITH WALKWAY) 141 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 0.7500 6,624.00 8,832.000 6,624 (F) WITH WALKWAY) 142 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 6.0000 51,318.00 10,249.000 61,494 (F) 143 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.5000 4,276.50 10,249.000 5,124 (F) 144 FURNISH SIGN STRUCTURE (TRUSS) LB 4.2000 92,946.00 22,130.000 92,946 (F) 145 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 5,532.50 22,130.000 5,532 (F) 146 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 15.0000 7,950.00 747.500 11,212 147 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 12,150.00 810.000 12,150 (0.063"-UNFRAMED) 148 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 3,360.00 210.000 3,360 (0.080"-UNFRAMED) 149 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 4,600.00 230.000 4,600 (0.063"-FRAMED) 150 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 3,570.00 170.000 3,570 (0.080"-FRAMED) 151 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,150.0000 57,500.00 50.000 57,500 (SIGN FOUNDATION) 152 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,500.0000 37,500.00 25.000 37,500 (SIGN FOUNDATION) 153 ROADSIDE SIGN - ONE POST EA 300.0000 22,500.00 72.000 21,600 154 ROADSIDE SIGN - TWO POST EA 500.0000 5,500.00 11.000 5,500 155 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 2,250.00 11.000 2,750 METHOD) 156 INSTALL ROADSIDE SIGN PANEL ON EA 400.0000 400.00 1.000 400 EXISTING POST 157 PREPARE AND STAIN CONCRETE SQFT 2.5000 80,037.50 29,772.000 74,430 PROGRAM CAS145 PAGE 7 DATE 01/17/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E3104 TIME 06:54 AM ESTIMATE NO. 049 BID OPENING 08/02/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/22/16 R.E. NAME: RAVANIPOUR, MOHAMMAD DATE OF THIS ESTIMATE 01/17/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 18" REINFORCED CONCRETE PIPE LF 52.0000 34,840.00 1,002.000 52,104 159 24" REINFORCED CONCRETE PIPE LF 67.0000 135,340.00 1,705.000 114,235 160 30" REINFORCED CONCRETE PIPE LF 170.0000 73,100.00 440.000 74,800 161 GEOCOMPOSITE DRAIN SQFT 1.5000 12,840.00 6,200.000 9,300 162 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 75.0000 57,750.00 770.000 57,750 163 PREFABRICATED VERTICAL DRAIN LF 5.0000 79,625.00 20,699.000 103,495 164 DRAINAGE INLET MARKER EA 150.0000 1,350.00 9.000 1,350 165 18" BITUMINOUS COATED CORRUGATED STEEL LF 125.0000 4,125.00 21.000 2,625 PIPE RISER (.079" THICK) 166 WELDED STEEL PIPE CASING (BRIDGE) LF 150.0000 7,350.00 0.000 0 167 24" CONCRETE FLARED END SECTION EA 800.0000 5,600.00 7.000 5,600 168 INSTALLATION OF MONITORING WELL EA 10,300.0000 123,600.00 0.000 0 169 36" PRECAST CONCRETE PIPE MANHOLE LF 160.0000 5,600.00 25.000 4,000 170 ROCK SLOPE PROTECTION CY 250.0000 10,750.00 43.000 10,750 (FACING, METHOD B) 171 SLOPE PAVING (SPLIT FACE PAVERS) SQFT 16.0000 129,600.00 8,100.000 129,600 (F) 172 MINOR CONCRETE (DITCH LINING) CY 460.0000 36,340.00 82.200 37,812 173 ROCK SLOPE PROTECTION FABRIC SQYD 6.0000 1,440.00 235.380 1,412 174 MINOR CONCRETE (MISCELLANEOUS CY 375.0000 210,000.00 409.600 153,600 CONSTRUCTION) 175 MISCELLANEOUS IRON AND STEEL LB 3.0000 49,422.00 16,474.000 49,422 (F) 176 MISCELLANEOUS METAL (BRIDGE) LB 3.0000 3,570.00 1,190.000 3,570 (F) 177 BRIDGE DECK DRAINAGE SYSTEM LB 6.0000 6,780.00 1,130.000 6,780 (F) 178 MANAGEMENT OF CONTAMINATED GROUNDWATER GAL 0.2000 14,000.00 0.000 0 179 MOBILIZATION/DEMOBILIZATION FOR PUMPING EA 9,000.0000 27,000.00 0.000 0 OF CONTAMINATED GROUNDWATER 180 CHAIN LINK FENCE (TYPE CL-6) LF 25.0000 15,500.00 754.750 18,868 181 DELINEATOR (CLASS 1) EA 56.0000 3,976.00 71.000 3,976 182 GUARD RAILING DELINEATOR EA 21.0000 5,880.00 280.000 5,880 183 OBJECT MARKER (TYPE P) EA 90.0000 630.00 7.000 630 184 METAL BEAM GUARD RAILING (WOOD POST) LF 21.0000 57,120.00 2,897.000 60,837 PROGRAM CAS145 PAGE 8 DATE 01/17/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E3104 TIME 06:54 AM ESTIMATE NO. 049 BID OPENING 08/02/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/22/16 R.E. NAME: RAVANIPOUR, MOHAMMAD DATE OF THIS ESTIMATE 01/17/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 VEGETATION CONTROL (MINOR CONCRETE) SQYD 22.0000 35,640.00 1,614.650 35,522 186 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 82.0000 50,020.00 610.000 50,020 (F) 187 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 212.0000 129,320.00 610.000 129,320 (F) 188 CABLE RAILING LF 16.0000 12,480.00 741.000 11,856 189 TRANSITION RAILING (TYPE WB) EA 5,500.0000 22,000.00 4.000 22,000 190 END CAP (TYPE A) EA 250.0000 500.00 6.000 1,500 191 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 4,800.00 6.000 4,800 192 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,900.0000 5,800.00 2.000 5,800 193 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 4,800.00 2.000 4,800 194 CRASH CUSHION (TYPE CAT) EA 5,000.0000 5,000.00 1.000 5,000 195 CRASH CUSHION (TYPE CAT) BACKUP EA 500.0000 500.00 1.000 500 196 CRASH CUSHION (REACT 9CBB) EA 46,000.0000 46,000.00 1.000 46,000 197 CONCRETE BARRIER (TYPE 60) LF 75.0000 35,250.00 260.000 19,500 198 CONCRETE BARRIER (TYPE 60C) LF 80.0000 13,600.00 155.000 12,400 199 CONCRETE BARRIER (TYPE 60D) LF 65.0000 33,800.00 429.000 27,885 200 CONCRETE BARRIER (TYPE 60GE) LF 190.0000 43,700.00 230.000 43,700 201 CONCRETE BARRIER (TYPE 60D MODIFIED 1) LF 88.0000 5,104.00 58.000 5,104 (F) 202 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 60.0000 11,280.00 188.000 11,280 (F) 203 CONCRETE BARRIER (TYPE 80) LF 150.0000 112,650.00 751.000 112,650 (F) 204 CONCRETE BARRIER (TYPE 80A) LF 160.0000 166,400.00 1,040.000 166,400 (F) 205 CONCRETE BARRIER (TYPE 80A MODIFIED) LF 300.0000 63,000.00 210.000 63,000 (F) 206 CONCRETE BARRIER (TYPE 736A) LF 60.0000 26,700.00 425.000 25,500 (F) 207 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 21,105.00 33,004.000 14,851 208 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 5,621.00 5,653.000 6,218 209 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 514.50 1,424.000 1,495 (BROKEN 12-3) 210 THERMOPLASTIC PAVEMENT MARKING SQFT 3.2000 18,720.00 6,472.000 20,710 211 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 490.00 1,267.000 443 (BROKEN 6-1) PROGRAM CAS145 PAGE 9 DATE 01/17/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E3104 TIME 06:54 AM ESTIMATE NO. 049 BID OPENING 08/02/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/22/16 R.E. NAME: RAVANIPOUR, MOHAMMAD DATE OF THIS ESTIMATE 01/17/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 5,775.00 21,439.000 7,503 (BROKEN 36-12) 213 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 2,639.00 9,981.000 3,493 (BROKEN 17-7) 214 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 3,553.00 7,006.000 7,706 (BROKEN 36-12) 215 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2500 23,800.00 139,228.000 34,807 216 PAINT TRAFFIC STRIPE (2-COAT) DETAIL LF 0.2500 4,125.00 35,451.000 8,862 11/13 MOD 4" BLACK BROKEN (36-12) 217 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.3000 10,097.00 7,088.000 16,302 218 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 2,200.00 2,630.000 2,893 219 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 16,450.00 4,540.000 15,890 220 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 11,200.0000 11,200.00 1.000 11,200 SYSTEM ELEMENTS DURING CONSTRUCTION 221 TEMPORARY SIGNAL AND LIGHTING (CITY) LS 39,000.0000 39,000.00 1.000 39,000 (STAGE 1D) 222 SIGNAL AND LIGHTING (REMOVE) LS 8,000.0000 8,000.00 1.000 8,000 223 SIGNAL AND LIGHTING (LOCATION 1) LS 182,000.0000 182,000.00 1.000 182,000 224 SIGNAL AND LIGHTING (LOCATION 2) LS 180,000.0000 180,000.00 1.000 180,000 225 SIGNAL AND LIGHTING (CITY) LS 190,000.0000 190,000.00 1.000 190,000 226 TEMPORARY SIGNAL AND LIGHTING LS 60,000.0000 60,000.00 1.000 60,000 (LOCATION 1) (STAGE 1A, 1B, 1C) 227 TEMPORARY SIGNAL AND LIGHTING LS 4,500.0000 4,500.00 1.000 4,500 (LOCATION 1) (STAGE 1D) 228 TEMPORARY SIGNAL AND LIGHTING LS 4,500.0000 4,500.00 1.000 4,500 (LOCATION 1) (STAGE 1E) 229 TEMPORARY SIGNAL AND LIGHTING LS 39,000.0000 39,000.00 1.000 39,000 (LOCATION 1) (STAGE 2A, 2B) 230 TEMPORARY SIGNAL AND LIGHTING LS 53,000.0000 53,000.00 1.000 53,000 (LOCATION 2) (STAGE 1A,1B) 231 TEMPORARY SIGNAL AND LIGHTING LS 1,200.0000 1,200.00 1.000 1,200 (LOCATION 2) (STAGE 1C) 232 TEMPORARY SIGNAL AND LIGHTING LS 1,200.0000 1,200.00 1.000 1,200 (LOCATION 2) (STAGE 1D, 1E) 233 TEMPORARY SIGNAL AND LIGHTING LS 4,500.0000 4,500.00 1.000 4,500 (LOCATION 2) (STAGE 2A) 234 TEMPORARY SIGNAL AND LIGHTING LS 77,500.0000 77,500.00 1.000 77,500 (LOCATION 3) (STAGE 1D, 1E) 235 TEMPORARY SIGNAL AND LIGHTING LS 4,500.0000 4,500.00 1.000 4,500 (LOCATION 3) (STAGE 2A) 236 TEMPORARY SIGNAL AND LIGHTING LS 27,000.0000 27,000.00 1.000 27,000 (LOCATION 3) (STAGE 2B) 237 TEMPORARY SIGNAL AND LIGHTING LS 14,500.0000 14,500.00 1.000 14,500 (LOCATION 3) (STAGE 2C) 238 LIGHTING (CITY STREET) LS 48,000.0000 48,000.00 1.000 48,000 PROGRAM CAS145 PAGE 10 DATE 01/17/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E3104 TIME 06:54 AM ESTIMATE NO. 049 BID OPENING 08/02/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/22/16 R.E. NAME: RAVANIPOUR, MOHAMMAD DATE OF THIS ESTIMATE 01/17/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 LIGHTING AND SIGN ILLUMINATION LS 190,000.0000 190,000.00 1.000 190,000 240 LIGHTING AND SIGN ILLUMINATION LS 60,000.0000 60,000.00 1.000 60,000 (TEMPORARY) 241 FLASHING BEACON (TEMPORARY) LS 27,700.0000 27,700.00 1.000 27,700 242 COMMUNICATION SYSTEM LS 250,000.0000 250,000.00 1.000 250,000 243 COMMUNICATION SYSTEM (TEMPORARY) LS 77,500.0000 77,500.00 1.000 77,500 244 ELECTRICAL SERVICE (IRRIGATION) (CITY) LS 4,500.0000 4,500.00 1.000 4,500 245 ELECTRIC SERVICE (IRRIGATION) LS 4,500.0000 4,500.00 1.000 4,500 (LOCATION 1) 246 ELECTRIC SERVICE (IRRIGATION) LS 3,400.0000 3,400.00 1.000 3,400 (LOCATION 2) 247 CLOSED CIRCUIT TELEVISION SYSTEM LS 4,500.0000 4,500.00 1.000 4,500 248 CLOSED CIRCUIT TELEVISION SYSTEM (CITY) LS 4,500.0000 4,500.00 1.000 4,500 249 RAMP METERING SYSTEM (LOCATION 1) LS 75,200.0000 75,200.00 1.000 75,200 250 RAMP METERING SYSTEM (LOCATIONS 2 AND 3) LS 122,000.0000 122,000.00 1.000 122,000 251 RAMP METERING SYSTEM (LOCATION 1) LS 3,400.0000 3,400.00 1.000 3,400 (REMOVE) 252 RAMP METERING SYSTEM (LOCATION 2) LS 3,400.0000 3,400.00 1.000 3,400 (REMOVE) PROGRAM CAS145 PAGE 11 DATE 01/17/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E3104 TIME 06:54 AM ESTIMATE NO. 049 BID OPENING 08/02/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/22/16 R.E. NAME: RAVANIPOUR, MOHAMMAD DATE OF THIS ESTIMATE 01/17/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 22,264,121.27 ADJUSTMENT OF COMPENSATION 94,282.64 503,820.56 EXTRA WORK 0.00 753,161.98 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 94,282.64 23,521,103.81 253 MOBILIZATION LS 1,600,000.0000 1,600,000.00 1.000 1,600,000 ORIGINAL CONTRACT AMOUNT 24,850,553.10 TOTAL WORK COMPLETED 94,282.64 25,121,103.81 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -535,045.00 TOTAL 94,282.64 24,586,058.81 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 09/18/12 800 02/18/13 11/13/12 11/22/16 868 132 48 0 100% 100% RAVANIPOUR, MOHAMMAD RESIDENT ENGINEER PROGRAM CAS145 DATE 01/17/17