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 12/23/19 EST. NO. 029 TIME 09:09 AM R.E. NAME: GUTIERREZ, BOJANA 03-3C3804 --------------------------------------------------------------------------- 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 0179 931.68 E.W. @ F.A.(+) 061619 N 0324.0 004 0009 181.29 E.W. @ F.A.(+) 070819 N 0318.0 006 0021 519.73 E.W. @ F.A.(+) 080719 N 0317.0 0022 5,425.57 051319 N 0328.0 0024 1,434.79 053019 N 0335.0 007 0004 9,652.50 E.W. @ F.A.(+) 081619 N 0310.0 012 0011 4,135.70 E.W. @ F.A.(+) 062019 N 0321.0 014 0009 1,653.71 E.W. @ F.A.(+) 081319 N 0313.0 024 0020 1,800.54 E.W. @ F.A.(+) 073019 N 0312.0 0021 1,699.95 071619 N 0319.0 0022 4,118.24 050919 N 0326.0 0023 2,975.06 051319 N 0327.0 0024 1,806.42 060319 N 0329.0 0025 1,992.02 060519 N 0331.0 0026 4,360.13 052819 N 0332.0 0027 2,075.24 053019 N 0334.0 0028 943.78 062019 N 0322.0 0030 1,425.81 060519 N 0336.0 47,132.16 TOTAL THIS ESTIMATE 368,937.89 TOTAL PREVIOUS ESTIMATE 416,070.05 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 12/23/19 EST. NO. 029 TIME 09:09 AM R.E. NAME: GUTIERREZ, BOJANA 03-3C3804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 7/17 -6,000.00 003 PER LTR DATED 8/17 -10,000.00 004 PER LTR DATED 9/17 -5,000.00 005 RTN DEDUCT 8/17 10,000.00 005 RTN DEDUCTD 7/17 5,000.00 005 PER LTR DATED 11/17 -5,000.00 007 PER LTR DATED 12/17 -10,000.00 008 RTN DEDUCT 7/17 1,000.00 008 RTN DEDUCT 9/17 5,000.00 008 RTN DEDUCT 11/17 5,000.00 008 PER LTR DATED 5/18 -10,000.00 010 PER LTR DATED 8/18 -5,000.00 013 PER LTR DATED 2/19 -2,000.00 020 RTN DEDUCT 8/18 5,000.00 021 PER LTR DATED 5/19 -2,000.00 022 PER LTR DATED 7/19 -8,000.00 024 PER LTR DATED 8/19 -10,000.00 025 PER LTR DATED 9/19 -5,000.00 026 PER LTTR DATED 11/19 -10,000.00 028 RETURN DEDUCT 12/17 10,000.00 028 PER LTTR DATED 12/19 -4,000.00 029 -4,000.00 -51,000.00 OVERBID ITEMS OVERBID ITEM NO. 172 -1,828,995.07 002 OVERBID ITEM NO. 172 -914,497.53 004 OVERBID ITEM NO. 172 -731,598.03 006 OVERBID ITEM NO. 172 -182,899.51 023 0.00 -3,657,990.14 TOTAL DEDUCTIONS -4,000.00 -3,708,990.14 PROGRAM CAS145 PAGE 1 DATE 12/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3C3804 TIME 09:09 AM ESTIMATE NO. 029 BID OPENING 10/26/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/19 R.E. NAME: GUTIERREZ, BOJANA DATE OF THIS ESTIMATE 12/23/19 LOCATION PROGRESS ESTIMATE 03-ED-50-75.4/77.3 ----------------- SECURITY PAVING COMPANY, INC. NORTH JUNCTION ROUTE 89 TO TROUT 13170 TELFAIR AVE CREEK BRIDGE SYLMAR CA 91342 FED. AID NO. ACNH-P050-1(39 ) WATER QUALITY IMPROVEMENTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.977 4,885 003 TIME-RELATED OVERHEAD (WDAY) WDAY 7,000.0000 2,100,000.00 280.000 1,960,000 004 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.980 24,500 005 TRAFFIC CONTROL SYSTEM LS 600,000.0000 600,000.00 0.007 4,200.00 0.973 583,800 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.8000 22,764.00 171.000 478.80 702.000 1,965 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2200 15,708.00 6,348.000 1,396.56 78,364.000 17,240 008 TEMPORARY SIGNAL SYSTEM LS 645,000.0000 645,000.00 1.000 645,000 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 35,000.0000 35,000.00 0.007 245.00 0.973 34,055 010 TEMPORARY RAILING (TYPE K) LF 40.0000 11,200.00 280.000 11,200 011 ALTERNATIVE TEMPORARY CRASH CUSHION EA 8,500.0000 8,500.00 1.000 8,500 012 JOB SITE MANAGEMENT LS 190,000.0000 190,000.00 0.007 1,330.00 0.973 184,870 013 PREPARE STORM WATER POLLUTION PREVENTION LS 2,200.0000 2,200.00 0.500 1,100 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 15,500.00 25.000 12,500 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 600.0000 25,200.00 3.000 1,800 016 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 3.000 6,000 017 MOVE-IN/MOVE-OUT EA 1,250.0000 15,000.00 4.000 5,000 (TEMPORARY EROSION CONTROL) 018 TEMPORARY MULCH SQYD 0.8500 9,095.00 922.900 784 019 TEMPORARY HYDRAULIC MULCH SQYD 1.3500 14,445.00 0.000 0 (BONDED FIBER MATRIX) 020 TEMPORARY COVER SQYD 5.6000 59,920.00 5,084.000 28,470 021 TEMPORARY CHECK DAM LF 15.0000 19,200.00 1,014.100 15,211 022 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 30,000.00 114.000 22,800 PROGRAM CAS145 PAGE 2 DATE 12/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3C3804 TIME 09:09 AM ESTIMATE NO. 029 BID OPENING 10/26/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/19 R.E. NAME: GUTIERREZ, BOJANA DATE OF THIS ESTIMATE 12/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 3.8000 86,260.00 2,858.600 10,862 024 TEMPORARY GRAVEL BAG BERM LF 9.0000 35,010.00 260.000 2,340 025 TEMPORARY SILT FENCE LF 3.0000 34,500.00 2,081.000 6,243 026 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 22,500.00 4.000 18,000 027 STREET SWEEPING LS 225,000.0000 225,000.00 0.006 1,350.00 0.973 218,925 028 TEMPORARY ACTIVE TREATMENT SYSTEM LS 25,000.0000 25,000.00 0.007 175.00 0.973 24,325 029 TEMPORARY CONCRETE WASHOUT LS 40,000.0000 40,000.00 0.007 280.00 0.973 38,920 030 TEMPORARY FENCE (TYPE ESA) LF 6.0000 12,060.00 3,195.000 19,170 031 HEALTH AND SAFETY PLAN LS 15,400.0000 15,400.00 0.007 107.80 0.973 14,984 032 TREATED WOOD WASTE LB 0.2500 2,800.00 12,780.000 3,195 033 ABANDON CULVERT (LF) LF 45.0000 3,240.00 72.000 3,240 034 ABANDON INLET EA 1,015.0000 2,030.00 2.000 2,030 035 REMOVE BUSINESS SIGN EA 2,500.0000 7,500.00 3.000 7,500.00 3.000 7,500 036 REMOVE ROADSIDE SIGN EA 125.0000 3,875.00 8.000 1,000.00 31.000 3,875 037 REMOVE DRAINAGE FACILITY (EA) EA 2,570.0000 5,140.00 2.000 5,140 038 REMOVE GRATED LINE DRAIN LF 27.0000 5,670.00 278.320 7,514 039 REMOVE CULVERT (LF) LF 41.0000 164,000.00 3,863.400 158,399 040 REMOVE INLET EA 1,335.0000 54,735.00 37.000 49,395 041 REMOVE MANHOLE EA 2,675.0000 2,675.00 1.000 2,675 042 REMOVE JUNCTION BOX EA 2,000.0000 2,000.00 0.000 0 043 REMOVE RETAINING WALL (LF) LF 15.0000 19,350.00 1,243.200 18,648 044 REMOVE BASE AND SURFACING CY 35.0000 4,200.00 113.010 3,955 045 RESET ROADSIDE SIGN EA 565.0000 29,380.00 13.000 7,345.00 52.000 29,380 046 RECONSTRUCT WALL LF 100.0000 17,000.00 0.000 0 047 RELOCATE ROADSIDE SIGN EA 460.0000 1,840.00 4.000 1,840 048 RELOCATE HYDRANT EA 5,000.0000 5,000.00 1.000 5,000 049 ADJUST MANHOLE TO GRADE EA 1,285.0000 34,695.00 45.000 57,825 PROGRAM CAS145 PAGE 3 DATE 12/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3C3804 TIME 09:09 AM ESTIMATE NO. 029 BID OPENING 10/26/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/19 R.E. NAME: GUTIERREZ, BOJANA DATE OF THIS ESTIMATE 12/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ADJUST VALVE BOX EA 900.0000 56,700.00 50.000 45,000 051 MODIFY DRAINAGE FACILITY EA 7,920.0000 23,760.00 3.000 23,760 052 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.7500 213,900.00 29,239.901 168,129 053 REMOVE CONCRETE CURB (LF) LF 2.0000 680.00 338.200 676 054 REMOVE CONCRETE (CURB AND GUTTER) LF 2.5000 38,500.00 12,755.290 31,888 055 REMOVE CONCRETE (CURB RAMP, SIDEWALK SQYD 11.0000 9,680.00 849.560 9,345 AND DRIVEWAY) 056 CULVERT SLURRY-CEMENT BACKFILL CY 190.0000 193,800.00 1,042.750 198,122 057 REMOVE TREE EA 1,265.0000 40,480.00 1.000 1,265.00 36.000 45,540 058 CLEARING AND GRUBBING (LS) LS 175,000.0000 175,000.00 0.007 1,225.00 0.973 170,275 059 DEVELOP WATER SUPPLY LS 31,000.0000 31,000.00 0.007 217.00 0.973 30,163 060 DUST SUPPRESSANT SQYD 2.0000 18,020.00 0.000 0 061 ROADWAY EXCAVATION CY 42.0000 1,461,600.00 34,791.580 1,461,246 062 ROADWAY EXCAVATION (TYPE DC) LS 136,400.0000 136,400.00 0.750 102,300.00 1.000 136,400 063 STRUCTURE EXCAVATION (TYPE D) CY 54.5000 46,379.50 851.000 46,379 (F) 064 STRUCTURE EXCAVATION (RETAINING WALL) CY 88.5000 48,852.00 552.000 48,852 (F) 065 SAND BEDDING CY 85.0000 5,185.00 60.100 5,108 066 STRUCTURE BACKFILL CY 200.0000 29,200.00 146.000 29,200 (F) 067 STRUCTURE BACKFILL (RETAINING WALL) CY 117.0000 51,714.00 223.550 26,155 (F) 068 PERVIOUS BACKFILL MATERIAL (RETAINING CY 163.0000 19,071.00 109.270 17,811 (F) WALL) 069 IMPORTED BORROW (CY) CY 24.5000 45,570.00 626.160 15,340 070 ROCK BLANKET SQFT 3.0000 37,500.00 12,240.000 36,720 071 WOOD MULCH CY 100.0000 24,000.00 212.600 21,260 072 DECOMPOSED GRANITE (MISCELLANEOUS AREAS) SQFT 8.0000 3,600.00 584.500 4,676 073 2" PLASTIC PIPE (SCHEDULE 40) LF 20.0000 1,280.00 0.000 0 (F) (SUPPLY LINE) 074 STONE WALL (TYPE 1) CY 1,155.0000 54,285.00 76.510 88,369 075 RETAINING CURB (STONE) SQFT 35.0000 10,850.00 404.570 14,159 076 STONE WALL (TYPE 2) SQFT 78.0000 58,500.00 893.820 69,717 PROGRAM CAS145 PAGE 4 DATE 12/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3C3804 TIME 09:09 AM ESTIMATE NO. 029 BID OPENING 10/26/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/19 R.E. NAME: GUTIERREZ, BOJANA DATE OF THIS ESTIMATE 12/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STONE WALL (TYPE 3) CY 840.0000 14,280.00 91.480 76,843 078 RECONSTRUCT WALL AND GATE LF 200.0000 8,000.00 39.000 7,800 079 FENCE (SPLIT RAIL) LF 80.0000 13,600.00 210.000 16,800 080 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,230.0000 3,690.00 4.000 4,920 081 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.0500 9,807.00 14,228.000 14,939 082 ROLLED EROSION CONTROL PRODUCT (TRM) SQFT 7.2500 1,595.00 215.000 1,558 083 STRAW SQFT 0.1000 5,390.00 56,938.000 5,693 084 HYDROSEED SQFT 0.4500 10,080.00 24,869.000 11,191 085 COMPOST (TYPE A) SQFT 1.0500 33,075.00 39,113.000 41,068 086 COMPOST (TYPE B) SQFT 0.9500 21,280.00 22,769.000 21,630 087 INCORPORATE MATERIALS SQFT 0.4000 8,960.00 22,769.000 9,107 088 FINISHING ROADWAY LS 25,000.0000 25,000.00 0.250 6,250.00 1.000 25,000 089 CLASS 2 AGGREGATE BASE (CY) CY 55.0000 1,050,500.00 18,752.890 1,031,408 090 HOT MIX ASPHALT (TYPE A) TON 105.0000 2,698,500.00 22,829.410 2,397,088 091 DATA CORE LS 7,500.0000 7,500.00 0.000 0 092 PLACE HOT MIX ASPHALT SQYD 17.7500 121,055.00 6,375.600 113,166 (MISCELLANEOUS AREA) 093 TACK COAT TON 650.0000 27,950.00 21.006 13,653 094 PRESTRESSING CAST-IN-PLACE CONCRETE LS 50,300.0000 50,300.00 1.000 50,300 095 STRUCTURAL CONCRETE, SAND FILTER CY 710.0000 161,170.00 220.000 156,200 (F) 096 STRUCTURAL CONCRETE, RETAINING WALL CY 1,300.0000 217,100.00 166.660 216,658 (F) 097 MINOR CONCRETE (MINOR STRUCTURE) CY 1,433.0000 1,023,162.00 598.760 858,023 (F) 098 MINOR CONCRETE (BACKFILL) CY 235.0000 39,245.00 174.390 40,981 (F) 099 ARCHITECTURAL TREATMENT SQFT 45.0000 91,350.00 4,749.690 213,736 100 BAR REINFORCING STEEL (EPOXY COATED) LB 1.4500 99,861.50 68,870.000 99,861 (F) (SAND FILTER) 101 BAR REINFORCING STEEL (EPOXY COATED) LB 1.6000 13,921.60 8,701.200 13,921 (F) (RETAINING WALL) 102 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.4000 4,958.00 97.530 1,306.90 333.000 4,462 (0.063"-UNFRAMED) 103 ROADSIDE SIGN - ONE POST EA 560.0000 14,000.00 3.000 1,680.00 22.000 12,320 PROGRAM CAS145 PAGE 5 DATE 12/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3C3804 TIME 09:09 AM ESTIMATE NO. 029 BID OPENING 10/26/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/19 R.E. NAME: GUTIERREZ, BOJANA DATE OF THIS ESTIMATE 12/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 94.7000 2,746.30 12.000 1,136.40 27.000 2,556 METHOD) 105 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.1000 732.60 24.000 266.40 59.750 663 (0.063" UNFRAMED FOR RETROREFLECTIVE SHEETING (TYPE XI) 106 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.8000 1,416.00 39.000 460.20 108.000 1,274 (0.080" UNFRAMED FOR RETROREFLECTIVE SHEETING (TYPE XI) 107 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 6.3500 1,206.50 66.250 420.69 171.000 1,085 108 12" PLASTIC PIPE LF 75.0000 33,750.00 448.500 33,637 109 15" PLASTIC PIPE LF 72.0000 203,760.00 2,828.500 203,652 110 18" PLASTIC PIPE LF 76.0000 101,840.00 1,671.200 127,011 111 21" PLASTIC PIPE LF 112.0000 15,680.00 0.000 0 112 24" PLASTIC PIPE LF 105.0000 42,000.00 390.500 41,002 113 30" PLASTIC PIPE LF 144.0000 24,480.00 150.100 21,614 114 18" REINFORCED CONCRETE PIPE LF 95.0000 283,100.00 2,690.700 255,616 115 24" REINFORCED CONCRETE PIPE LF 152.0000 14,288.00 93.600 14,227 116 36" REINFORCED CONCRETE PIPE LF 257.0000 514.00 0.000 0 117 24" CORRUGATED STEEL PIPE (.138" THICK) LF 152.0000 4,560.00 30.000 4,560 118 17" X 13" CORRUGATED STEEL PIPE ARCH LF 116.0000 466,320.00 3,990.700 462,921 (.079" THICK) 119 13 1/2" X 22" REINFORCED CONCRETE PIPE LF 202.0000 12,928.00 64.000 12,928 ARCH 120 CONCRETE COLLAR CONNECTION EA 1,600.0000 1,600.00 1.000 1,600 121 28" X 20" CORRUGATED STEEL PIPE ARCH LF 198.0000 14,454.00 72.700 14,394 (.109" THICK) 122 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 91.0000 9,828.00 108.000 9,828 123 6" NON-PERFORATED PLASTIC PIPE LF 97.0000 1,940.00 20.000 1,940 UNDERDRAIN 124 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 193.0000 101,711.00 526.590 101,631 (F) 125 CLASS 2 PERMEABLE MATERIAL (BLANKET) CY 204.0000 12,444.00 60.200 12,280 (F) 126 CLASS 4 PERMEABLE MATERIAL (SAND FILTER) CY 155.0000 4,650.00 30.000 4,650 (F) 127 CLASS 5 PERMEABLE MATERIAL (SAND FILTER) CY 185.0000 6,475.00 35.000 6,475 (F) 128 12" ALTERNATIVE PIPE UNDERDRAIN LF 94.0000 65,800.00 700.000 65,800 129 18" ALTERNATIVE PIPE UNDERDRAIN LF 97.0000 28,130.00 285.000 27,645 PROGRAM CAS145 PAGE 6 DATE 12/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3C3804 TIME 09:09 AM ESTIMATE NO. 029 BID OPENING 10/26/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/19 R.E. NAME: GUTIERREZ, BOJANA DATE OF THIS ESTIMATE 12/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 48" CONCRETE PIPE INLET (TYPE OCP) EA 4,300.0000 4,300.00 1.000 4,300 131 DRAINAGE INLET MARKER EA 107.0000 13,910.00 0.000 0 132 GRATED LINE DRAIN LF 154.0000 64,680.00 420.400 64,741 133 18" STEEL FLARED END SECTION EA 320.0000 320.00 1.000 320 134 30" STEEL FLARED END SECTION EA 535.0000 535.00 1.000 535 135 48" PRECAST CONCRETE PIPE MANHOLE LF 180.0000 1,080.00 6.000 1,080 136 ROCK SLOPE PROTECTION CY 150.0000 3,750.00 26.000 3,900 (F) (LIGHT, METHOD B) (CY) 137 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 10.0000 650.00 64.100 641 138 MINOR CONCRETE (CURB) (CY) CY 925.0000 55,500.00 81.768 75,635 139 DETECTABLE WARNING SURFACE SQFT 37.5000 30,375.00 779.590 29,234 140 MINOR CONCRETE (CURB AND GUTTER) CY 578.0000 479,740.00 887.280 512,847 141 MINOR CONCRETE (CROSS GUTTER) CY 750.0000 39,750.00 19.509 14,631 142 MINOR CONCRETE (GUTTER DEPRESSION) CY 578.0000 11,560.00 18.750 10,837 143 MINOR CONCRETE (DRIVEWAY) CY 530.0000 402,800.00 808.010 428,245 144 MINOR CONCRETE (SIDEWALK) CY 540.0000 610,200.00 1,121.010 605,345 145 MINOR CONCRETE (CURB RAMP) CY 630.0000 113,400.00 15.880 10,004.40 139.660 87,985 146 PRE/POST CONSTRUCTION SURVEYS EA 800.0000 88,000.00 0.000 0 147 MISCELLANEOUS IRON AND STEEL LB 2.7000 79,725.60 29,050.000 78,435 (F) 148 MANHOLE FRAME AND COVER EA 820.0000 46,740.00 33.000 27,060 149 MISCELLANEOUS METAL (SAND FILTER) LB 20.0000 22,320.00 1,116.000 22,320 (F) 150 ACCESS HATCH (DT-AHD 48X48) EA 8,100.0000 113,400.00 14.000 113,400 151 TEMPORARY FENCE (TYPE CL-6) LF 20.0000 2,800.00 0.000 0 152 UNDERDRAIN MARKER EA 145.0000 1,160.00 0.000 0 153 MARKER (CULVERT) EA 145.0000 2,900.00 0.000 0 154 SNOW POLE MARKER EA 170.0000 52,700.00 126.000 21,420.00 451.000 76,670 155 6" METHYL METHACRYLATE TRAFFIC STRIPE LF 7.1000 137,030.00 0.000 0 (RECESSED) 156 8" METHYL METHACRYLATE TRAFFIC STRIPE LF 12.7500 34,680.00 0.000 0 (RECESSED) PROGRAM CAS145 PAGE 7 DATE 12/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3C3804 TIME 09:09 AM ESTIMATE NO. 029 BID OPENING 10/26/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/19 R.E. NAME: GUTIERREZ, BOJANA DATE OF THIS ESTIMATE 12/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 METHYL METHACRYLATE PAVEMENT MARKING SQFT 33.7000 198,156.00 1,847.000 62,243 (RECESSED) 158 METHYL METHACRYLATE PAVEMENT MARKING SQFT 31.5000 95,760.00 1,420.500 44,745 159 4" METHYL METHACRYLATE TRAFFIC STRIPE LF 7.4500 95,360.00 0.000 0 (RECESSED, BROKEN 36-12) 160 4" METHYL METHACRYLATE TRAFFIC STRIPE LF 7.4500 143,040.00 0.000 0 (RECESSED) (BROKEN 17-7) 161 4" METHYL METHACRYLATE TRAFFIC STRIPE LF 7.7000 143,990.00 0.000 0 (RECESSED) 162 4" METHYL METHACRYLATE TRAFFIC STRIPE LF 6.5000 8,645.00 0.000 0 163 8" METHYL METHACRYLATE TRAFFIC STRIPE LF 24.6000 8,118.00 0.000 0 164 4" METHYL METHACRYLATE TRAFFIC STRIPE LF 14.3500 6,314.00 0.000 0 (BROKEN 17-7) 165 6" METHYL METHACRYLATE TRAFFIC STRIPE LF 13.0500 5,742.00 0.000 0 166 4" METHYL METHACRYLATE TRAFFIC STRIPE LF 10.3000 6,386.00 0.000 0 (RECESSED, BROKEN 6-1) 167 MAINTAIN EXISTING TRAFFIC MANAGEMENT LS 8,000.0000 8,000.00 1.000 8,000 SYSTEM 168 LIGHTING SYSTEM LS 32,100.0000 32,100.00 0.962 30,880 169 TRAFFIC MONITORING STATION SYSTEM LS 8,600.0000 8,600.00 0.000 0 170 CHANGEABLE MESSAGE SIGN SYSTEM LS 16,100.0000 16,100.00 0.950 15,295 171 MODIFYING EXISTING ELECTRICAL SYSTEM LS 2,140,000.0000 2,140,000.00 0.900 1,926,000 PROGRAM CAS145 PAGE 8 DATE 12/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3C3804 TIME 09:09 AM ESTIMATE NO. 029 BID OPENING 10/26/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/19 R.E. NAME: GUTIERREZ, BOJANA DATE OF THIS ESTIMATE 12/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 173,360.15 18,165,023.06 ADJUSTMENT OF COMPENSATION 0.00 87,821.90 EXTRA WORK 47,132.16 328,248.15 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 220,492.31 18,581,093.11 172 MOBILIZATION LS 6,300,000.0000 6,300,000.00 1.000 6,300,000 ORIGINAL CONTRACT AMOUNT 26,420,098.60 TOTAL WORK COMPLETED 220,492.31 24,881,093.11 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -4,000.00 -3,708,990.14 TOTAL 216,492.31 21,172,102.97 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 172 MOBILIZATION 2,642,009.86 6,300,000.00 3,657,990.14 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 02/14/17 300 04/11/17 04/11/17 12/27/19 292 380 0 0 90% 97% PROGRESS IS SATISFACTORY GUTIERREZ, BOJANA RESIDENT ENGINEER PROGRAM CAS145 DATE 12/23/19