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 07/21/14 EST. NO.32 TIME 07:08 AM 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 0121 1,300.21 E.W. @ F.A.(+) 052714 N 1085.0 0122 1,939.63 052914 N 1094.0 002 0009 2,185.60 E.W. @ F.A.(+) 060414 N 1077.0 010 0140 350.78 E.W. @ F.A.(+) 080613 N 0690.0 0203 1,195.26 030314 N 1000.0 0204 1,511.61 030414 N 1001.0 0205 654.29 030614 N 1002.0 0209 1,144.70 031114 N 1023.0 0210 1,191.67 031714 N 1024.0 0212 1,735.65 032414 N 1027.0 0213 830.38 040714 N 1032.0 0214 848.34 040914 N 1033.0 0215 867.75 041114 N 1034.0 0216 305.35 040214 N 1030.0 0217 1,378.54 030514 N 1049.0 0218 3,579.08 041814 N 1051.0 0219 235.34 042114 N 1064.0 0220 235.34 042214 N 1065.0 0221 207.59 042314 N 1066.0 0222 1,257.54 042814 N 1069.0 0223 1,199.12 041414 N 1060.0 0224 1,169.63 041514 N 1061.0 0225 664.11 041614 N 1062.0 0226 547.05 041814 N 1063.0 0227 1,288.02 042414 N 1067.0 0228 1,422.11 042514 N 1068.0 0229 259.50 052914 N 1086.0 0230 259.50 053014 N 1087.0 0231 207.59 060214 N 1088.0 0232 207.59 060314 N 1089.0 0233 311.40 060414 N 1090.0 0234 155.70 060514 N 1091.0 0235 133.98 061114 N 1092.0 0236 240.50 061214 N 1093.0 028 0026 2,016.92 E.W. @ F.A.(+) 042114 N 1052.0 0027 352.71 051414 N 1076.0 0028 836.89 052714 N 1084.0 0029 327.96 060514 N 1111.0 0030 255.15 060414 N 1082.0 040 0003 -82,931.35 A.C. @ U.P.(-) 071814 N 010686 042 0069 6,005.19 E.W. @ F.A.(+) 051314 N 1073.0 0070 903.05 051414 N 1075.0 049 0007 5,031.35 E.W. @ F.A.(+) 043014 N 1112.0 -36,181.68 TOTAL THIS ESTIMATE 2,949,095.87 TOTAL PREVIOUS ESTIMATE 2,912,914.19 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 07/21/14 EST. NO.32 TIME 07:08 AM 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 07/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264144 TIME 07:08 AM ESTIMATE NO. 32 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 07/20/14 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 07/21/14 LOCATION RERUN 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 0.700 2,800 002 TIME-RELATED OVERHEAD WDAY 800.0000 360,000.00 10.000 8,000.00 455.000 364,000 003 TEMPORARY REINFORCED SILT FENCE LF 7.0000 109,900.00 21,955.000 153,685 004 TEMPORARY FENCE (TYPE ESA) LF 3.0000 45,600.00 21,094.000 63,282 005 TEMPORARY DRAINAGE (TYPE 1) EA 500.0000 5,500.00 11.000 5,500 006 18" TEMPORARY CULVERT LF 100.0000 32,000.00 320.000 32,000 007 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.020 1,000.00 0.960 48,000 008 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.900 2,700 PREVENTION PLAN 009 TEMPORARY FIBER ROLL LF 5.0000 1,500.00 7,550.000 37,750 010 TEMPORARY SILT FENCE LF 3.0000 72,600.00 22,725.000 68,175 011 TEMPORARY GRAVEL BAG BERM LF 5.0000 2,450.00 1,390.000 6,950 012 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 9,000.00 19.000 19,000 013 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 28,500.00 23.000 34,500 014 TEMPORARY COVER SQYD 2.0000 18,000.00 16,483.000 32,966 015 TEMPORARY CHECK DAM LF 5.0000 15,550.00 3,708.000 18,540 016 MOVE-IN/MOVE-OUT EA 750.0000 4,500.00 16.000 12,000 (TEMPORARY EROSION CONTROL) 017 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 9,200.00 92.000 9,200 018 TEMPORARY HYDRAULIC MULCH SQYD 1.5000 22,500.00 108,109.000 162,163 (BONDED FIBER MATRIX) 019 STREET SWEEPING LS 10,000.0000 10,000.00 0.020 200.00 0.970 9,700 020 RAIN EVENT ACTION PLAN EA 500.0000 47,500.00 33.000 16,500 021 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 27,000.00 9.000 4,500 PROGRAM CAS145 PAGE 2 DATE 07/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264144 TIME 07:08 AM ESTIMATE NO. 32 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 07/20/14 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 07/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.930 186,000 025 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.5000 1,095.00 730.000 1,095 026 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 15,510.00 40,002.000 12,000 027 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 25,200.00 221.000 9,945 028 TEMPORARY PAVEMENT MARKER EA 2.0000 2,480.00 942.000 1,884 029 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.870 13,050 030 TEMPORARY RAILING (TYPE K) LF 8.0000 163,200.00 16,760.000 134,080 031 TEMPORARY CRASH CUSHION MODULE EA 50.0000 2,800.00 28.000 1,400 032 TEMPORARY IN-LINE CRASH CUSHION EA 700.0000 18,200.00 17.000 11,900 033 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 7,931.000 31,724 035 REMOVE FENCE LF 3.0000 38,400.00 12,800.000 38,400 036 REMOVE METAL BEAM GUARD RAILING LF 5.0000 18,800.00 3,760.000 18,800 037 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 10,936.000 3,280 039 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 1,040.00 0.000 0 040 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 6,810.00 11,468.000 3,440 041 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 3,400.00 0.000 0 042 REMOVE PAVEMENT MARKER EA 1.0000 1,350.00 1,033.000 1,033 043 REMOVE CHANNELIZERS EA 25.0000 200.00 8.000 200 044 REMOVE ROADSIDE SIGN EA 80.0000 1,600.00 15.000 1,200 045 REMOVE UNDERDRAIN LF 6.0000 4,560.00 760.000 4,560 046 REMOVE CULVERT LF 9.0000 9,180.00 1,084.000 9,756 047 REMOVE PIPE LF 14.0000 72,660.00 5,222.000 73,108 048 REMOVE INLET EA 450.0000 4,050.00 8.000 3,600 049 REMOVE HEADWALL EA 1,200.0000 13,200.00 10.000 12,000 PROGRAM CAS145 PAGE 3 DATE 07/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264144 TIME 07:08 AM ESTIMATE NO. 32 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 07/20/14 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 07/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 450 051 REMOVE BASE AND SURFACING CY 8.0000 30,160.00 3,770.000 30,160 052 SALVAGE FENCE LF 5.0000 5,400.00 1,080.000 5,400 053 RELOCATE MAILBOX EA 225.0000 3,600.00 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 4.000 800 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 11,920.00 6,371.000 25,484 057 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 1.000 900 061 CLEARING AND GRUBBING LS 145,000.0000 145,000.00 1.000 145,000 062 ROCK FALL PREVENTION SYSTEM LS 30,000.0000 30,000.00 1.000 30,000 063 ROADWAY EXCAVATION CY 10.0000 3,281,000.00 326,850.000 3,268,500 064 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 10,000.000 300,000 066 STRUCTURE EXCAVATION (RETAINING WALL) CY 15.0000 42,600.00 2,840.000 42,600 (F) 067 STRUCTURE EXCAVATION CY 25.0000 65,250.00 2,610.000 65,250 (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 30,610.000 428,540 (F) 071 STRUCTURE BACKFILL (RETAINING WALL) CY 60.0000 159,000.00 2,836.000 170,160 (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 1,125.000 56,250 (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 6,750.00 225.000 6,750 (F) WALL) 076 SAND BACKFILL CY 70.0000 47,600.00 680.000 47,600 PROGRAM CAS145 PAGE 4 DATE 07/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264144 TIME 07:08 AM ESTIMATE NO. 32 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 07/20/14 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 07/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,431.200 60,780 080 SOIL NAIL ASSEMBLY LF 18.0000 4,376,070.00 238,578.000 4,294,404 081 IMPORTED MATERIAL (SHOULDER BACKING) TON 40.0000 12,800.00 25.000 1,000 082 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) CY 70.0000 31,500.00 450.000 31,500 083 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 2.0000 4,220.00 2,254.000 4,508 084 HIGHWAY PLANTING LS 36,000.0000 36,000.00 0.000 0 085 IMPORTED BIOFILTRATION TOPSOIL CY 77.0000 30,800.00 50.000 3,850.00 400.000 30,800 086 ROCK BLANKET (MODIFIED) SQYD 130.0000 26,000.00 200.000 26,000 087 EROSION CONTROL (COMPOST BLANKET) CY 50.0000 20,500.00 160.000 8,000 088 FIBER ROLLS LF 3.0000 96,300.00 16,426.000 49,278 089 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 6,000.00 7.000 3,500 090 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0700 45,850.00 646,678.000 45,267 091 ROLLED EROSION CONTROL PRODUCT SQFT 0.6500 83,850.00 58,822.000 38,234 (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 0.750 60,000 098 IRRIGATION SLEEVE LF 17.0000 6,630.00 340.000 5,780 099 CLASS 4 AGGREGATE SUBBASE CY 10.0000 428,000.00 5,933.600 59,336.00 44,543.600 445,436 100 CLASS 3 AGGREGATE BASE CY 70.0000 151,900.00 568.500 39,795.00 2,199.000 153,930 101 LEAN CONCRETE BASE CY 95.0000 2,061,500.00 6,196.200 588,639.00 20,828.200 1,978,679 102 REPLACE ASPHALT CONCRETE SURFACING CY 225.0000 40,500.00 180.000 40,500.00 180.000 40,500 103 HOT MIX ASPHALT TON 70.0000 2,296,000.00 12,186.130 853,029.10 34,429.460 2,410,062 PROGRAM CAS145 PAGE 5 DATE 07/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264144 TIME 07:08 AM ESTIMATE NO. 32 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 07/20/14 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 07/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,323,000.00 130.000 11,700 105 RUMBLE STRIP STA 27.0000 8,100.00 0.000 0 106 DATA CORE LS 4,000.0000 4,000.00 0.550 2,200 107 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 500.00 250.000 500 108 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 6,580.00 1,839.000 3,678 109 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 1,580.00 245.100 490 110 PLACE HOT MIX ASPHALT SQYD 100.0000 800.00 0.000 0 (MISCELLANEOUS AREA) 111 TACK COAT TON 1,500.0000 21,000.00 -35.080 -52,620.00 20.740 31,110 112 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 1,399.000 524,625 (F) 116 STRUCTURAL CONCRETE, BARRIER SLAB CY 400.0000 292,000.00 657.000 262,800 (F) 117 STRUCTURAL CONCRETE, BOX CULVERT CY 200.0000 196,800.00 987.000 197,400 (F) 118 STRUCTURAL CONCRETE, HEADWALL CY 650.0000 178,100.00 285.220 185,393 (F) 119 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 298,500.00 5.100 7,650.00 241.180 361,770 (F) 120 MINOR CONCRETE (BACKFILL) CY 95.0000 45,600.00 500.950 47,590 121 ARCHITECTURAL SURFACE (BARRIER) SQFT 4.5000 49,950.00 7,150.000 32,175 122 ARCHITECTURAL TREATMENT SQFT 2.7000 533,398.50 179,855.000 485,608 (F) (TEXTURED SHOTCRETE) 123 ARCHITECTURAL TREATMENT SQFT 6.0000 68,400.00 12,038.000 72,228 (F) (FORMED RELIEF TEXTURE) 124 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 1,206,860.00 1,213,159.000 1,213,159 (F) 125 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 15,882.00 15,882.000 15,882 (F) 126 BAR REINFORCING STEEL (HEADWALL) LB 1.0000 57,542.00 56,524.000 56,524 (F) 127 SHOTCRETE CY 300.0000 2,769,000.00 8,712.000 2,613,600 (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 07/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264144 TIME 07:08 AM ESTIMATE NO. 32 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 07/20/14 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 07/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 162,225.00 246,008.000 110,703 136 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 65.0000 395,850.00 207.000 13,455.00 6,969.000 452,985 137 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 65.0000 5,135.00 293.000 19,045 138 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 70.0000 201,600.00 3,024.000 211,680 139 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 70.0000 18,900.00 315.000 22,050 140 30" ALTERNATIVE PIPE CULVERT (TYPE A) LF 110.0000 46,200.00 423.000 46,530 141 36" ALTERNATIVE PIPE CULVERT (TYPE A) LF 110.0000 79,200.00 751.000 82,610 142 36" ALTERNATIVE PIPE CULVERT (TYPE B) LF 110.0000 49,500.00 457.000 50,270 143 48" ALTERNATIVE PIPE CULVERT (TYPE A) LF 350.0000 8,750.00 35.000 12,250 144 3" PLASTIC PIPE LF 20.0000 1,000.00 50.000 1,000 145 4" PLASTIC PIPE LF 20.0000 1,040.00 52.000 1,040 146 6" PLASTIC PIPE LF 25.0000 1,075.00 71.000 1,775 147 24" CORRUGATED STEEL PIPE (.064" THICK) LF 100.0000 7,500.00 46.000 4,600.00 121.000 12,100 148 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 18.0000 201,600.00 11,200.000 201,600 149 8" NON-PERFORATED PLASTIC PIPE LF 40.0000 5,600.00 140.000 5,600 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 19.000 6,175 (.109" THICK) 152 48" CORRUGATED STEEL PIPE RISER LF 180.0000 2,340.00 13.000 2,340 (.109" THICK) 153 12" WELDED STEEL PIPE (.105" THICK) LF 500.0000 16,000.00 33.000 16,500 154 18" WELDED STEEL PIPE (.134" THICK) LF 500.0000 180,000.00 267.000 133,500 155 24" WELDED STEEL PIPE (.250" THICK) LF 1,200.0000 12,000.00 10.000 12,000 156 30" WELDED STEEL PIPE (.188" THICK) LF 950.0000 20,900.00 22.000 20,900 157 12" ALTERNATIVE FLARED END SECTION EA 200.0000 200.00 1.000 200 PROGRAM CAS145 PAGE 7 DATE 07/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264144 TIME 07:08 AM ESTIMATE NO. 32 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 07/20/14 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 07/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 18.000 3,600 159 24" ALTERNATIVE FLARED END SECTION EA 200.0000 200.00 2.000 400 160 36" ALTERNATIVE FLARED END SECTION EA 400.0000 1,200.00 6.000 2,400 161 24" BURIED MANHOLE (WATER SYSTEM) EA 10,000.0000 10,000.00 1.000 10,000 162 1" PVC WATER PIPE (WATER SYSTEM) LF 13.0000 21,320.00 1,640.000 21,320 163 2" PVC WATER PIPE (WATER SYSTEM) LF 20.0000 54,400.00 2,720.000 54,400 164 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 3,070.000 251,740 166 36" MORTAR LINED AND COATED STEEL PIPE LF 300.0000 1,422,000.00 4,668.000 1,400,400 (WATER SYSTEM) 167 2" AIR RELIEF VALVE (WATER SYSTEM) EA 3,500.0000 14,000.00 4.000 14,000 168 6" AIR AND VACUUM RELIEF VALVE EA 9,500.0000 57,000.00 6.000 57,000 (WATER SYSTEM) 169 6" BLOWOFF ASSEMBLY (WATER SYSTEM) EA 6,500.0000 58,500.00 9.000 58,500 170 8" BUTTERFLY VALVE (WATER SYSTEM) EA 1,700.0000 11,900.00 7.000 11,900 171 36" BUTTERFLY VALVE (WATER SYSTEM) EA 30,000.0000 210,000.00 7.000 210,000 172 4" WELDED STEEL PIPE CONDUIT LF 250.0000 65,000.00 260.000 65,000 (.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 27.000 22,950 (.500" THICK) (WATER SYSTEM) 175 4" WELDED STEEL PIPE CONDUIT LF 400.0000 12,000.00 30.000 12,000 (.237" THICK) (UTILITY) 176 CATHODIC PROTECTION STATION EA 50,000.0000 150,000.00 3.000 150,000 (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 500.00 160.000 8,000 180 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 72,000.00 318.000 95,400 (1/4 TON, METHOD A MODIFIED) 182 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 150.0000 51,000.00 327.000 49,050 183 ROCK SLOPE PROTECTION CY 250.0000 3,250.00 10.000 2,500.00 26.000 6,500 (BACKING NO. 3, METHOD A) 184 CONCRETED-ROCK SLOPE PROTECTION CY 250.0000 1,500.00 8.000 2,000.00 8.000 2,000 (FACING, METHOD B) PROGRAM CAS145 PAGE 8 DATE 07/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264144 TIME 07:08 AM ESTIMATE NO. 32 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 07/20/14 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 07/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 34,200.00 102.780 37,000 187 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 2,280.00 1,313.000 2,626 188 MINOR CONCRETE (MISCELLANEOUS CY 525.0000 35,175.00 76.630 40,230 CONSTRUCTION) 189 MINOR CONCRETE (DRAINAGE RELEASE) CY 1,500.0000 33,000.00 48.600 72,900 190 MINOR CONCRETE (GUTTER) LF 35.0000 307,860.00 8,446.000 295,610 (F) 191 MISCELLANEOUS IRON AND STEEL LB 1.0000 31,946.00 38,287.000 38,287 (F) 192 WATER QUALITY WEIR EA 5,000.0000 25,000.00 5.000 25,000 193 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 5,150.000 66,950 195 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 1,456.000 18,928 197 CHAIN LINK FENCE (TYPE CL-4) LF 50.0000 1,600.00 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 5.000 17,500 201 20' CHAIN LINK GATE (TYPE CL-6) EA 3,800.0000 7,600.00 2.000 7,600 202 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 62,000.00 337.500 6,750 205 VEGETATION CONTROL (MINOR CONCRETE) SQYD 70.0000 143,500.00 507.000 35,490 206 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 2,194.000 105,312 (F) 211 CABLE RAILING LF 17.0000 153,901.00 8,568.000 145,656 (F) PROGRAM CAS145 PAGE 9 DATE 07/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264144 TIME 07:08 AM ESTIMATE NO. 32 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 07/20/14 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 07/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 11.000 31,900 213 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 3.000 7,200 215 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,900.0000 28,500.00 8.000 15,200 216 CRASH CUSHION (ADIEM) EA 15,000.0000 45,000.00 0.000 0 217 CONCRETE BARRIER (TYPE 60) LF 55.0000 161,700.00 1,933.000 106,315 218 CONCRETE BARRIER (TYPE 60C) LF 68.0000 427,720.00 1,810.000 123,080 219 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 120.0000 1,023,360.00 800.000 96,000.00 8,246.500 989,580 (F) 220 CONCRETE BARRIER (TYPE 732A) LF 52.0000 89,284.00 1,770.000 92,040 (F) 221 CONCRETE BARRIER (TYPE 736) LF 52.0000 112,476.00 500.000 26,000 (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 0.880 189,200 231 HIGHWAY LIGHTING LS 80,000.0000 80,000.00 0.780 62,400 232 INTEGRATED CAMERA UNIT EA 5,000.0000 15,000.00 1.000 5,000 233 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 1.000 10,000 236 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 6,416.000 44,912 PROGRAM CAS145 PAGE 10 DATE 07/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264144 TIME 07:08 AM ESTIMATE NO. 32 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 07/20/14 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 07/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,671,934.10 29,841,404.86 ADJUSTMENT OF COMPENSATION -82,931.35 546,679.54 EXTRA WORK 46,749.67 2,366,234.65 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,635,752.42 32,754,319.05 239 MOBILIZATION LS 3,250,000.0000 3,250,000.00 1.000 3,250,000 ORIGINAL CONTRACT AMOUNT 35,635,745.50 TOTAL WORK COMPLETED 1,635,752.42 36,004,319.05 MATERIALS ON HAND ON SITE 33,941.25 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,635,752.42 36,038,260.30 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 07/11/14 445 101 13 2 90% 96% PROGRESS IS SATISFACTORY MOUSSA, ELIAS RESIDENT ENGINEER PROGRAM CAS145 DATE 07/21/14