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 05/20/13 EST. NO.18 TIME 04:08 PM R.E. NAME: MOUSSA, ELIAS 04-264144 --------------------------------------------------------------------------- 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 0060 371.51 E.W. @ F.A.(+) 042613 N 0565.0 0061 1,254.26 112712 N 0436.0 0063 2,311.77 043013 N 0576.0 0064 1,888.92 043013 N 0577.0 0065 2,266.70 041913 N 0578.0 0066 2,266.70 042313 N 0578.1 0067 4,211.49 042613 N 0579.0 0068 814.32 042913 N 0582.0 0069 1,154.44 092412 N 0422.1 0071 309.06 112812 N 0438.1 002 0004 2,720.26 E.W. @ F.A.(+) 040413 N 0551.0 0005 25.99 041013 N 0552.0 005 0010 336.60 E.W. @ F.A.(+) 040913 N 0530.0 0011 336.60 050213 N 0568.0 010 0102 130.54 E.W. @ F.A.(+) 121012 N 0266.0 0110 536.56 031513 N 0539.0 0111 1,270.79 041913 N 0556.0 0112 2,693.04 031813 N 0542.1 0113 65.88 120512 N 0460.1 0114 395.20 031913 N 0517.0 0116 203.83 050613 N 0574.0 0117 213.95 032612 N 0401.1 0118 461.45 060512 N 0402.1 0119 185.63 082312 N 0405.1 0120 566.66 091012 N 0417.1 0121 512.95 091312 N 0420.1 0122 2,047.07 111512 N 0425.1 0123 183.25 082412 N 0455.1 039 0017 5,042.68 E.W. @ F.A.(+) 120712 N 0258.0 045 0013 2,310.90 E.W. @ F.A.(+) 012213 N 01 0 0014 1,130.62 012313 N 02 0 0015 830.81 012913 N 03 0 0016 217.78 021313 N 04 0 0017 329.21 031913 N 0545.0 0018 1,423.82 031813 N 0543.1 046 0004 442.75 E.W. @ F.A.(+) 040113 N 0532.1 047 0009 1,067.25 E.W. @ F.A.(+) 031413 N 0538.0 0010 1,609.72 031513 N 0540.0 0011 2,942.49 031813 N 0544.0 0012 682.93 041713 N 0548.0 049 0002 1,442.10 E.W. @ F.A.(+) 032613 N 0522.1 0003 14,807.40 040213 N 0531.0 0004 948.21 042413 N 0586.0 0005 1,996.43 042213 N 0587.0 66,960.52 TOTAL THIS ESTIMATE 1,583,813.77 TOTAL PREVIOUS ESTIMATE 1,650,774.29 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 05/20/13 EST. NO.18 TIME 04:08 PM R.E. NAME: MOUSSA, ELIAS 04-264144 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264144 TIME 04:08 PM ESTIMATE NO. 18 BID OPENING 12/13/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 05/20/13 LOCATION PROGRESS ESTIMATE 04-NAP-12-2.8/3.3 ----------------- 04-SOL-12-0.0/R2.6 GHILOTTI CONSTRUCTION, INC. IN NAPA AND SOLANO COUNTIES, FROM 246 GHILOTTI AVE 0.5 MILES WEST OF NAPA COUNTY TO SANTA ROSA CA 95407 RED TOP ROAD IN SOLANO COUNTY FED. AID NO. ACST-P102(107)E ,P-P102(107)E CONSTRUCT TWO ADDITIONAL LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 4,000.0000 4,000.00 0.600 2,400 002 TIME-RELATED OVERHEAD WDAY 800.0000 360,000.00 21.000 16,800.00 234.000 187,200 003 TEMPORARY REINFORCED SILT FENCE LF 7.0000 109,900.00 4,000.000 28,000.00 19,435.000 136,045 004 TEMPORARY FENCE (TYPE ESA) LF 3.0000 45,600.00 1,500.000 4,500.00 17,409.000 52,227 005 TEMPORARY DRAINAGE (TYPE 1) EA 500.0000 5,500.00 8.000 4,000 006 18" TEMPORARY CULVERT LF 100.0000 32,000.00 300.000 30,000 007 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.020 1,000.00 0.640 32,000 008 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.500 1,500 PREVENTION PLAN 009 TEMPORARY FIBER ROLL LF 5.0000 1,500.00 1,725.000 8,625 010 TEMPORARY SILT FENCE LF 3.0000 72,600.00 1,500.000 4,500.00 15,810.000 47,430 011 TEMPORARY GRAVEL BAG BERM LF 5.0000 2,450.00 890.000 4,450 012 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 9,000.00 2.000 2,000.00 13.000 13,000 013 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 28,500.00 19.000 28,500 014 TEMPORARY COVER SQYD 2.0000 18,000.00 500.000 1,000.00 6,750.000 13,500 015 TEMPORARY CHECK DAM LF 5.0000 15,550.00 2,420.000 12,100 016 MOVE-IN/MOVE-OUT EA 750.0000 4,500.00 8.000 6,000 (TEMPORARY EROSION CONTROL) 017 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 9,200.00 70.000 7,000 018 TEMPORARY HYDRAULIC MULCH SQYD 1.5000 22,500.00 55,679.000 83,518 (BONDED FIBER MATRIX) 019 STREET SWEEPING LS 10,000.0000 10,000.00 0.050 500.00 0.600 6,000 020 RAIN EVENT ACTION PLAN EA 500.0000 47,500.00 20.000 10,000 021 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 27,000.00 4.000 2,000 PROGRAM CAS145 PAGE 2 DATE 05/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264144 TIME 04:08 PM ESTIMATE NO. 18 BID OPENING 12/13/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 05/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.700 10,500 024 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.020 4,000.00 0.690 138,000 025 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.5000 1,095.00 0.000 0 026 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 15,510.00 15,138.000 4,541.40 19,193.000 5,757 027 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 25,200.00 140.000 6,300.00 221.000 9,945 028 TEMPORARY PAVEMENT MARKER EA 2.0000 2,480.00 430.000 860.00 550.000 1,100 029 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.620 9,300 030 TEMPORARY RAILING (TYPE K) LF 8.0000 163,200.00 2,888.000 23,104.00 12,608.000 100,864 031 TEMPORARY CRASH CUSHION MODULE EA 50.0000 2,800.00 14.000 700.00 28.000 1,400 032 TEMPORARY IN-LINE CRASH CUSHION EA 700.0000 18,200.00 6.000 4,200.00 16.000 11,200 033 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7000 19,530.00 27,900.000 19,530 STRIPE (HAZARDOUS WASTE) 034 ABANDON PIPELINE LF 4.0000 31,720.00 0.000 0 035 REMOVE FENCE LF 3.0000 38,400.00 8,579.000 25,737 036 REMOVE METAL BEAM GUARD RAILING LF 5.0000 18,800.00 0.000 0 037 SALVAGE WIRE MESH SYSTEM LS 20,000.0000 20,000.00 0.000 0 038 REMOVE PAINTED TRAFFIC STRIPE LF 0.3000 4,980.00 4,000.000 1,200.00 9,207.000 2,762 039 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 1,040.00 0.000 0 040 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 6,810.00 2,000.000 600.00 6,833.000 2,049 041 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 3,400.00 0.000 0 042 REMOVE PAVEMENT MARKER EA 1.0000 1,350.00 196.000 196.00 734.000 734 043 REMOVE CHANNELIZERS EA 25.0000 200.00 0.000 0 044 REMOVE ROADSIDE SIGN EA 80.0000 1,600.00 5.000 400.00 10.000 800 045 REMOVE UNDERDRAIN LF 6.0000 4,560.00 250.000 1,500.00 250.000 1,500 046 REMOVE CULVERT LF 9.0000 9,180.00 100.000 900.00 847.000 7,623 047 REMOVE PIPE LF 14.0000 72,660.00 2,100.000 29,400.00 4,555.000 63,770 048 REMOVE INLET EA 450.0000 4,050.00 1.000 450.00 5.000 2,250 049 REMOVE HEADWALL EA 1,200.0000 13,200.00 1.000 1,200.00 7.000 8,400 PROGRAM CAS145 PAGE 3 DATE 05/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264144 TIME 04:08 PM ESTIMATE NO. 18 BID OPENING 12/13/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 05/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE MANHOLE EA 450.0000 450.00 0.000 0 051 REMOVE BASE AND SURFACING CY 8.0000 30,160.00 0.000 0 052 SALVAGE FENCE LF 5.0000 5,400.00 1,080.000 5,400 053 RELOCATE MAILBOX EA 225.0000 3,600.00 8.000 1,800.00 21.000 4,725 054 RELOCATE GATE EA 2,000.0000 4,000.00 1.000 2,000 055 RELOCATE ROADSIDE SIGN EA 200.0000 3,000.00 4.000 800.00 4.000 800 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 11,920.00 948.000 3,792 057 REMOVE CONCRETE BARRIER LF 100.0000 1,000.00 0.000 0 058 REMOVE CONCRETE BARRIER (TYPE K) LF 4.0000 560.00 0.000 0 059 CLEAN BARRIER SLAB SQFT 1.0000 13,000.00 0.000 0 060 REMOVE CRASH CUSHION (ADIEM) EA 900.0000 1,800.00 0.000 0 061 CLEARING AND GRUBBING LS 145,000.0000 145,000.00 0.950 137,750 062 ROCK FALL PREVENTION SYSTEM LS 30,000.0000 30,000.00 0.100 3,000.00 1.000 30,000 063 ROADWAY EXCAVATION CY 10.0000 3,281,000.00 3,000.000 30,000.00 277,288.000 2,772,880 064 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 065 ROCK EXCAVATION (CONTROLLED BLASTING) CY 30.0000 300,000.00 0.000 0 066 STRUCTURE EXCAVATION (RETAINING WALL) CY 15.0000 42,600.00 1,650.000 24,750.00 2,840.000 42,600 (F) 067 STRUCTURE EXCAVATION CY 25.0000 65,250.00 0.000 0 (F) (ROCK-SOIL NAIL WALL) 068 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 25.0000 17,500.00 700.000 17,500 (F) 069 STRUCTURE EXCAVATION (TIEBACK WALL) CY 20.0000 19,300.00 965.000 19,300 (F) 070 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 14.0000 428,540.00 16,170.000 226,380 (F) 071 STRUCTURE BACKFILL (RETAINING WALL) CY 60.0000 159,000.00 1,140.000 68,400 (F) 072 STRUCTURE BACKFILL (TIEBACK WALL) CY 55.0000 6,600.00 0.000 0 (F) 073 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 50.0000 56,250.00 580.000 29,000 (F) 074 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 90.0000 1,350.00 15.000 1,350 (F) 075 PERVIOUS BACKFILL MATERIAL (RETAINING CY 30.0000 6,750.00 115.000 3,450 (F) WALL) 076 SAND BACKFILL CY 70.0000 47,600.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 05/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264144 TIME 04:08 PM ESTIMATE NO. 18 BID OPENING 12/13/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 05/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CONCRETE BACKFILL CY 140.0000 15,400.00 110.000 15,400 (F) 078 LEAN CONCRETE BACKFILL CY 140.0000 8,400.00 60.000 8,400 (F) 079 DITCH EXCAVATION CY 25.0000 66,750.00 919.000 22,975.00 1,260.200 31,505 080 SOIL NAIL ASSEMBLY LF 18.0000 4,376,070.00 11,264.000 202,752.00 134,408.000 2,419,344 081 IMPORTED MATERIAL (SHOULDER BACKING) TON 40.0000 12,800.00 25.000 1,000 082 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) CY 70.0000 31,500.00 225.000 15,750 083 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 2.0000 4,220.00 640.000 1,280.00 1,983.000 3,966 084 HIGHWAY PLANTING LS 36,000.0000 36,000.00 0.000 0 085 IMPORTED BIOFILTRATION TOPSOIL CY 77.0000 30,800.00 100.000 7,700 086 ROCK BLANKET (MODIFIED) SQYD 130.0000 26,000.00 0.000 0 087 EROSION CONTROL (COMPOST BLANKET) CY 50.0000 20,500.00 0.000 0 088 FIBER ROLLS LF 3.0000 96,300.00 6,884.000 20,652 089 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 6,000.00 3.000 1,500 090 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0700 45,850.00 276,418.000 19,349 091 ROLLED EROSION CONTROL PRODUCT SQFT 0.6500 83,850.00 27,813.000 18,078 (NETTING) 092 PLANT (GROUP M) EA 4.0000 9,120.00 0.000 0 093 PLANT (GROUP W) EA 5.0000 750.00 0.000 0 094 PLANT TUBES EA 100.0000 2,100.00 0.000 0 095 WILDFLOWER SEEDING (SQYD) SQYD 0.6000 2,400.00 0.000 0 096 PLANT ESTABLISHMENT WORK LS 28,000.0000 28,000.00 0.000 0 097 IRRIGATION SYSTEM LS 80,000.0000 80,000.00 0.000 0 098 IRRIGATION SLEEVE LF 17.0000 6,630.00 220.000 3,740 099 CLASS 4 AGGREGATE SUBBASE CY 10.0000 428,000.00 20,445.000 204,450 100 CLASS 3 AGGREGATE BASE CY 70.0000 151,900.00 200.000 14,000.00 1,130.500 79,135 101 LEAN CONCRETE BASE CY 95.0000 2,061,500.00 8,639.000 820,705 102 REPLACE ASPHALT CONCRETE SURFACING CY 225.0000 40,500.00 0.000 0 103 HOT MIX ASPHALT TON 70.0000 2,296,000.00 10,646.320 745,242 PROGRAM CAS145 PAGE 5 DATE 05/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264144 TIME 04:08 PM ESTIMATE NO. 18 BID OPENING 12/13/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 05/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 90.0000 1,323,000.00 122.000 10,980 105 RUMBLE STRIP STA 27.0000 8,100.00 0.000 0 106 DATA CORE LS 4,000.0000 4,000.00 0.350 1,400 107 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 500.00 150.000 300 108 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 6,580.00 1,289.000 2,578 109 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 1,580.00 145.100 290 110 PLACE HOT MIX ASPHALT SQYD 100.0000 800.00 0.000 0 (MISCELLANEOUS AREA) 111 TACK COAT TON 1,500.0000 21,000.00 23.750 35,625 112 24" DRILLED HOLE LF 30.0000 41,850.00 1,395.000 41,850 113 STEEL SOLDIER PILE (2-MC 12X44) LF 130.0000 180,050.00 1,385.000 180,050 114 TIEBACK ANCHOR EA 2,050.0000 608,850.00 297.000 608,850 115 STRUCTURAL CONCRETE, RETAINING WALL CY 375.0000 515,625.00 137.000 51,375.00 747.000 280,125 (F) 116 STRUCTURAL CONCRETE, BARRIER SLAB CY 400.0000 292,000.00 0.000 0 (F) 117 STRUCTURAL CONCRETE, BOX CULVERT CY 200.0000 196,800.00 867.000 173,400 (F) 118 STRUCTURAL CONCRETE, HEADWALL CY 650.0000 178,100.00 160.020 104,013 (F) 119 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 298,500.00 10.000 15,000.00 109.510 164,265 (F) 120 MINOR CONCRETE (BACKFILL) CY 95.0000 45,600.00 40.000 3,800.00 259.000 24,605 121 ARCHITECTURAL SURFACE (BARRIER) SQFT 4.5000 49,950.00 7,150.000 32,175 122 ARCHITECTURAL TREATMENT SQFT 2.7000 533,398.50 19,933.000 53,819.10 114,355.000 308,758 (F) (TEXTURED SHOTCRETE) 123 ARCHITECTURAL TREATMENT SQFT 6.0000 68,400.00 5,100.000 30,600 (F) (FORMED RELIEF TEXTURE) 124 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 1,206,860.00 56,685.000 56,685.00 787,695.000 787,695 (F) 125 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 15,882.00 11,382.000 11,382 (F) 126 BAR REINFORCING STEEL (HEADWALL) LB 1.0000 57,542.00 33,263.000 33,263 (F) 127 SHOTCRETE CY 300.0000 2,769,000.00 651.000 195,300.00 5,594.000 1,678,200 (F) 128 TREAT BARRIER SLAB SQFT 3.5000 45,500.00 0.000 0 (F) 129 FURNISH BARRIER SLAB TREATMENT MATERIAL GAL 95.0000 14,250.00 0.000 0 130 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 2,730.00 0.000 0 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 6 DATE 05/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264144 TIME 04:08 PM ESTIMATE NO. 18 BID OPENING 12/13/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 05/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 METAL (RAIL MOUNTED SIGN) LB 14.0000 7,980.00 0.000 0 (F) 132 ROADSIDE SIGN - ONE POST EA 200.0000 1,200.00 0.000 0 133 ROADSIDE SIGN - TWO POST EA 300.0000 600.00 0.000 0 134 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 300.00 0.000 0 METHOD) 135 PREPARE AND STAIN CONCRETE SQFT 0.4500 162,225.00 105,621.000 47,529 136 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 65.0000 395,850.00 2,784.000 180,960 137 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 65.0000 5,135.00 16.000 1,040.00 154.000 10,010 138 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 70.0000 201,600.00 400.000 28,000 139 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 70.0000 18,900.00 211.000 14,770 140 30" ALTERNATIVE PIPE CULVERT (TYPE A) LF 110.0000 46,200.00 40.000 4,400.00 259.000 28,490 141 36" ALTERNATIVE PIPE CULVERT (TYPE A) LF 110.0000 79,200.00 55.000 6,050.00 483.000 53,130 142 36" ALTERNATIVE PIPE CULVERT (TYPE B) LF 110.0000 49,500.00 428.000 47,080 143 48" ALTERNATIVE PIPE CULVERT (TYPE A) LF 350.0000 8,750.00 25.000 8,750 144 3" PLASTIC PIPE LF 20.0000 1,000.00 0.000 0 145 4" PLASTIC PIPE LF 20.0000 1,040.00 0.000 0 146 6" PLASTIC PIPE LF 25.0000 1,075.00 12.000 300.00 55.000 1,375 147 24" CORRUGATED STEEL PIPE (.064" THICK) LF 100.0000 7,500.00 29.000 2,900 148 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 18.0000 201,600.00 5,521.000 99,378 149 8" NON-PERFORATED PLASTIC PIPE LF 40.0000 5,600.00 0.000 0 UNDERDRAIN 150 DRAINAGE INLET MARKER EA 50.0000 3,800.00 0.000 0 151 36" CORRUGATED STEEL PIPE RISER LF 325.0000 6,175.00 4.000 1,300 (.109" THICK) 152 48" CORRUGATED STEEL PIPE RISER LF 180.0000 2,340.00 12.200 2,196 (.109" THICK) 153 12" WELDED STEEL PIPE (.105" THICK) LF 500.0000 16,000.00 27.000 13,500 154 18" WELDED STEEL PIPE (.134" THICK) LF 500.0000 180,000.00 192.000 96,000 155 24" WELDED STEEL PIPE (.250" THICK) LF 1,200.0000 12,000.00 0.000 0 156 30" WELDED STEEL PIPE (.188" THICK) LF 950.0000 20,900.00 0.000 0 157 12" ALTERNATIVE FLARED END SECTION EA 200.0000 200.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 05/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264144 TIME 04:08 PM ESTIMATE NO. 18 BID OPENING 12/13/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 05/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 18" ALTERNATIVE FLARED END SECTION EA 200.0000 3,800.00 6.000 1,200 159 24" ALTERNATIVE FLARED END SECTION EA 200.0000 200.00 0.000 0 160 36" ALTERNATIVE FLARED END SECTION EA 400.0000 1,200.00 1.000 400 161 24" BURIED MANHOLE (WATER SYSTEM) EA 10,000.0000 10,000.00 0.000 0 162 1" PVC WATER PIPE (WATER SYSTEM) LF 13.0000 21,320.00 1,454.000 18,902 163 2" PVC WATER PIPE (WATER SYSTEM) LF 20.0000 54,400.00 2,691.000 53,820 164 3/4" PVC WATER PIPE (WATER SYSTEM) LF 26.0000 3,120.00 120.000 3,120 165 8" DUCTILE IRON PIPE (WATER SYSTEM) LF 82.0000 246,820.00 300.000 24,600 166 36" MORTAR LINED AND COATED STEEL PIPE LF 300.0000 1,422,000.00 350.000 105,000.00 350.000 105,000 (WATER SYSTEM) 167 2" AIR RELIEF VALVE (WATER SYSTEM) EA 3,500.0000 14,000.00 0.000 0 168 6" AIR AND VACUUM RELIEF VALVE EA 9,500.0000 57,000.00 0.000 0 (WATER SYSTEM) 169 6" BLOWOFF ASSEMBLY (WATER SYSTEM) EA 6,500.0000 58,500.00 0.000 0 170 8" BUTTERFLY VALVE (WATER SYSTEM) EA 1,700.0000 11,900.00 4.000 6,800 171 36" BUTTERFLY VALVE (WATER SYSTEM) EA 30,000.0000 210,000.00 0.000 0 172 4" WELDED STEEL PIPE CONDUIT LF 250.0000 65,000.00 110.000 27,500 (.500" THICK) (WATER SYSTEM) 173 16" WELDED STEEL PIPE CONDUIT LF 350.0000 31,500.00 90.000 31,500 (.500" THICK) (WATER SYSTEM) 174 36" WELDED STEEL PIPE CONDUIT LF 850.0000 22,950.00 0.000 0 (.500" THICK) (WATER SYSTEM) 175 4" WELDED STEEL PIPE CONDUIT LF 400.0000 12,000.00 0.000 0 (.237" THICK) (UTILITY) 176 CATHODIC PROTECTION STATION EA 50,000.0000 150,000.00 0.000 0 (WATER SYSTEM) 177 POTENTIAL TEST STATION (WATER SYSTEM) EA 3,000.0000 12,000.00 0.000 0 178 CASING TEST STATION (WATER SYSTEM) EA 1,800.0000 1,800.00 0.000 0 179 1" COPPER WATER PIPE (WATER SYSTEM) LF 50.0000 500.00 0.000 0 180 ROCK SLOPE PROTECTION CY 150.0000 9,000.00 67.000 10,050 (1/4 TON, METHOD A) 181 ROCK SLOPE PROTECTION CY 300.0000 72,000.00 78.000 23,400 (1/4 TON, METHOD A MODIFIED) 182 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 150.0000 51,000.00 44.000 6,600 183 ROCK SLOPE PROTECTION CY 250.0000 3,250.00 0.000 0 (BACKING NO. 3, METHOD A) 184 CONCRETED-ROCK SLOPE PROTECTION CY 250.0000 1,500.00 0.000 0 (FACING, METHOD B) PROGRAM CAS145 PAGE 8 DATE 05/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264144 TIME 04:08 PM ESTIMATE NO. 18 BID OPENING 12/13/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 05/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 GABION CY 150.0000 90,000.00 737.250 110,587 186 MINOR CONCRETE (DITCH LINING) CY 360.0000 34,200.00 30.930 11,134 187 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 2,280.00 256.400 512 188 MINOR CONCRETE (MISCELLANEOUS CY 525.0000 35,175.00 20.760 10,899 CONSTRUCTION) 189 MINOR CONCRETE (DRAINAGE RELEASE) CY 1,500.0000 33,000.00 0.000 0 190 MINOR CONCRETE (GUTTER) LF 35.0000 307,860.00 900.000 31,500.00 5,798.000 202,930 (F) 191 MISCELLANEOUS IRON AND STEEL LB 1.0000 31,946.00 14,588.000 14,588 (F) 192 WATER QUALITY WEIR EA 5,000.0000 25,000.00 1.000 5,000.00 1.000 5,000 193 FENCE (TYPE WM, MODIFIED) LF 13.0000 17,420.00 476.000 6,188 194 FENCE (TYPE WM AND BW) LF 13.0000 80,730.00 3,328.000 43,264 195 FENCE (TYPE WM AND BW, MODIFIED) LF 13.0000 13,260.00 1,530.000 19,890 196 FENCE (TYPE BW, MODIFIED) LF 13.0000 18,720.00 1,440.000 18,720 197 CHAIN LINK FENCE (TYPE CL-4) LF 50.0000 1,600.00 16.000 800.00 16.000 800 (F) 198 VINYL FENCE LF 21.0000 53,340.00 2,541.000 53,361 199 16' WIRE MESH GATE EA 3,500.0000 3,500.00 1.000 3,500 200 16' METAL GATE EA 3,500.0000 14,000.00 3.000 10,500 201 20' CHAIN LINK GATE (TYPE CL-6) EA 3,800.0000 7,600.00 0.000 0 202 GUARD RAILING DELINEATOR EA 30.0000 1,890.00 12.000 360 203 OBJECT MARKER (TYPE L-1) EA 35.0000 630.00 4.000 140 204 METAL BEAM GUARD RAILING (WOOD POST) LF 20.0000 62,000.00 62.500 1,250.00 162.500 3,250 205 VEGETATION CONTROL (MINOR CONCRETE) SQYD 70.0000 143,500.00 233.000 16,310 206 WILDLIFE PASSAGE WAY (TYPE S) EA 110.0000 330.00 2.000 220 207 WILDLIFE PASSAGE WAY (TYPE M) EA 150.0000 450.00 0.000 0 208 WILDLIFE PASSAGE WAY (TYPE S MODIFIED) EA 1,250.0000 5,000.00 1.000 1,250 209 WILDLIFE PASSAGE WAY (TYPE M MODIFIED) EA 1,500.0000 6,000.00 0.000 0 210 TUBULAR HANDRAILING (MODIFIED) LF 48.0000 80,256.00 0.000 0 (F) 211 CABLE RAILING LF 17.0000 153,901.00 367.000 6,239.00 3,905.000 66,385 (F) PROGRAM CAS145 PAGE 9 DATE 05/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264144 TIME 04:08 PM ESTIMATE NO. 18 BID OPENING 12/13/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 05/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 TRANSITION RAILING (TYPE WB) EA 2,900.0000 37,700.00 6.000 17,400 213 END ANCHOR ASSEMBLY (TYPE SFT) EA 625.0000 3,125.00 0.000 0 214 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,400.0000 7,200.00 2.000 4,800.00 2.000 4,800 215 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,900.0000 28,500.00 4.000 7,600 216 CRASH CUSHION (ADIEM) EA 15,000.0000 45,000.00 0.000 0 217 CONCRETE BARRIER (TYPE 60) LF 55.0000 161,700.00 1,683.000 92,565 218 CONCRETE BARRIER (TYPE 60C) LF 68.0000 427,720.00 1,810.000 123,080 219 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 120.0000 1,023,360.00 3,701.500 444,180 (F) 220 CONCRETE BARRIER (TYPE 732A) LF 52.0000 89,284.00 139.000 7,228 (F) 221 CONCRETE BARRIER (TYPE 736) LF 52.0000 112,476.00 0.000 0 (F) 222 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 30,290.00 11,320.000 7,358 223 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 30,700.00 0.000 0 224 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 6,540.00 0.000 0 225 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 9,000.00 0.000 0 226 THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 5,740.00 0.000 0 (SPRAYABLE) 227 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 4,760.00 0.000 0 228 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.7500 7,800.00 264.000 990 229 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 0.500 250 SYSTEM ELEMENTS DURING CONSTRUCTION 230 TRAFFIC OPERATIONS SYSTEM LS 215,000.0000 215,000.00 0.100 21,500 231 HIGHWAY LIGHTING LS 80,000.0000 80,000.00 0.400 32,000 232 INTEGRATED CAMERA UNIT EA 5,000.0000 15,000.00 0.000 0 233 CAMERA CONTROL UNIT EA 5,000.0000 15,000.00 0.000 0 234 VIDEO ENCODER UNIT EA 5,000.0000 15,000.00 0.000 0 235 EXTINGUISHABLE MESSAGE SIGN PANEL EA 10,000.0000 20,000.00 0.000 0 236 GENERAL PACKET RADIO SYSTEM WIRELESS EA 1,800.0000 12,600.00 0.000 0 MODEM ASSEMBLY 237 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 238 WILDLIFE FENCE (TYPE E - FENCE) LF 7.0000 43,050.00 6,113.000 42,791 PROGRAM CAS145 PAGE 10 DATE 05/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264144 TIME 04:08 PM ESTIMATE NO. 18 BID OPENING 12/13/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 05/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 981,566.50 15,758,159.76 ADJUSTMENT OF COMPENSATION 0.00 416,191.84 EXTRA WORK 66,960.52 1,234,582.45 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,048,527.02 17,408,934.05 239 MOBILIZATION LS 3,250,000.0000 3,250,000.00 0.050 162,500.00 1.000 3,250,000 ORIGINAL CONTRACT AMOUNT 35,635,745.50 TOTAL WORK COMPLETED 1,211,027.02 20,658,934.05 MATERIALS ON HAND ON SITE 1,048,242.05 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,211,027.02 21,707,176.10 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 02/03/12 700 01/26/12 04/02/12 04/25/14 228 54 10 0 54% 50% PROGRESS IS SATISFACTORY MOUSSA, ELIAS RESIDENT ENGINEER PROGRAM CAS145 DATE 05/20/13