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 03/21/19 EST. NO. 011 TIME 12:11 PM R.E. NAME: LEE, SUSHMA 03-0F3514 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 03/21/19 EST. NO. 011 TIME 12:11 PM R.E. NAME: LEE, SUSHMA 03-0F3514 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM SCHED NOT UPDATE -293,818.83 005 DEDUCT 25% SWPPP -393,137.28 006 RTN DEDUCT CPM SCHED 293,818.83 006 DEDUCT 25% MISS SCHD -250,896.59 007 RTN SWPPP DEDUCT 393,137.28 007 SUBCONTRACT VIOLATIO -18,940.17 008 0.00 -269,836.76 LABOR COMPLIANCE VIOLATION PER LTR DATED 8/18 -2,000.00 004 RTN DEDUCT 8/18 2,000.00 007 PER LTR DATED 2/19 -10,000.00 010 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -279,836.76 PROGRAM CAS145 PAGE 1 DATE 03/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3514 TIME 12:11 PM ESTIMATE NO. 011 BID OPENING 12/06/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: LEE, SUSHMA DATE OF THIS ESTIMATE 03/21/19 LOCATION RERUN PROGRESS ESTIMATE 03-SAC-99 ----------------------- BAY CITIES PAVING & GRADING, IN SACRAMENTO COUNTY ON RT 51 AND INC. 99 AT VARIOUS LOCATIONS 1450 CIVIC CT BLDG B #400 CONCORD CA 94520 FED. AID NO. ACNH-X067(77)E INSTALL RAMP METERS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,700.0000 1,700.00 1.000 1,700 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 12,000.0000 12,000.00 0.630 7,560 003 TIME-RELATED OVERHEAD (LS) LS 300,000.0000 300,000.00 0.900 270,000 004 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 0.790 11,850 005 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.630 6,300 006 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.790 395,000 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 2.5000 31,000.00 6,419.000 16,047 008 CHANNELIZER (SURFACE MOUNTED) EA 36.0000 1,908.00 72.000 2,592 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 28,000.0000 28,000.00 0.790 22,120 010 TEMPORARY RAILING (TYPE K) LF 20.0000 260,000.00 180.000 3,600.00 8,046.000 160,920 011 ALTERNATIVE TEMPORARY CRASH CUSHION EA 8,600.0000 137,600.00 4.000 34,400.00 16.000 137,600 012 JOB SITE MANAGEMENT LS 38,000.0000 38,000.00 0.790 30,020 013 PREPARE STORM WATER POLLUTION PREVENTION LS 900.0000 900.00 0.800 720 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 14,500.00 4.000 2,000.00 14.000 7,000 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 165.0000 7,260.00 6.000 990.00 17.000 2,805 016 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 017 TEMPORARY EROSION CONTROL BLANKET SQYD 7.3500 2,425.50 0.000 0 018 MOVE-IN/MOVE-OUT EA 330.0000 3,960.00 7.000 2,310 (TEMPORARY EROSION CONTROL) 019 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 23,000.00 14,000.000 14,000 (BONDED FIBER MATRIX) 020 TEMPORARY COVER SQYD 7.7500 85,250.00 170.260 1,319.52 2,740.260 21,237 021 TEMPORARY CHECK DAM LF 4.0000 4,000.00 124.000 496 022 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 8,850.00 3.000 450.00 43.000 6,450 PROGRAM CAS145 PAGE 2 DATE 03/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3514 TIME 12:11 PM ESTIMATE NO. 011 BID OPENING 12/06/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: LEE, SUSHMA DATE OF THIS ESTIMATE 03/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 3.1600 8,848.00 3,932.000 12,425 024 TEMPORARY GRAVEL BAG BERM LF 9.4200 12,528.60 100.000 942.00 1,754.000 16,522 025 TEMPORARY REINFORCED SILT FENCE LF 8.3700 21,008.70 24.000 200 026 TEMPORARY CONSTRUCTION ENTRANCE EA 3,125.0000 25,000.00 7.000 21,875 027 STREET SWEEPING LS 10,200.0000 10,200.00 0.790 8,058 028 TEMPORARY CONCRETE WASHOUT LS 4,500.0000 4,500.00 0.790 3,555 029 TREATED WOOD WASTE LB 0.1700 1,581.00 830.000 141 030 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 250.0000 145,000.00 289.630 72,407 031 TEMPORARY HIGH-VISIBILITY FENCE LF 4.0000 8,600.00 897.000 3,588 032 CLEARING AND GRUBBING (LS) LS 325,000.0000 325,000.00 0.950 308,750 033 ROADWAY EXCAVATION CY 62.0000 886,600.00 12,533.000 777,046 034 ROADWAY EXCAVATION (TYPE Z-2) CY 195.0000 1,287,000.00 6,600.000 1,287,000 (AERIALLY DEPOSITED LEAD) 035 SHOULDER BACKING TON 198.0000 37,620.00 0.000 0 036 STRUCTURE EXCAVATION (RETAINING WALL) CY 36.5400 142,396.38 3,924.000 143,382 (F) 037 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 326.6200 39,521.02 121.000 39,521 (F) 038 STRUCTURE BACKFILL (RETAINING WALL) CY 102.0000 323,952.00 2,978.900 303,847 (F) 039 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 576.0000 69,696.00 121.000 69,696 (F) 040 PERVIOUS BACKFILL MATERIAL (RETAINING CY 105.0000 26,460.00 252.000 26,460 (F) WALL) 041 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 465.0000 125,085.00 269.000 125,085 (F) 042 LEAN CONCRETE BACKFILL CY 377.0000 46,371.00 123.000 46,371 (F) 043 ROADSIDE CLEARING LS 45,000.0000 45,000.00 0.600 27,000 044 ROCK MULCH SQFT 4.2100 20,671.10 0.000 0 045 SOIL AMENDMENT CY 108.0000 3,240.00 0.000 0 046 PACKET FERTILIZER EA 0.3500 290.50 0.000 0 047 SLOW-RELEASE FERTILIZER LB 1.2200 573.40 0.000 0 048 PLANT (GROUP A) EA 12.0000 6,120.00 0.000 0 049 PLANT (GROUP U) EA 117.0000 12,870.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 03/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3514 TIME 12:11 PM ESTIMATE NO. 011 BID OPENING 12/06/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: LEE, SUSHMA DATE OF THIS ESTIMATE 03/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MAINTAIN EXISTING PLANTED AREAS LS 2,800.0000 2,800.00 0.100 280.00 0.500 1,400 051 PLANT ESTABLISHMENT WORK LS 4,000.0000 4,000.00 0.000 0 052 WOOD MULCH CY 42.0000 171,360.00 0.000 0 053 CHECK AND TEST EXISTING IRRIGATION LS 1,400.0000 1,400.00 0.000 0 FACILITIES 054 REMOVE IRRIGATION FACILITY LS 7,000.0000 7,000.00 0.000 0 055 SALVAGE IRRIGATION FACILITY LS 2,200.0000 2,200.00 0.000 0 056 CONTROL AND NEUTRAL CONDUCTORS LS 800.0000 800.00 0.000 0 057 1" REMOTE CONTROL VALVE EA 400.0000 6,400.00 0.000 0 058 1 1/2" REMOTE CONTROL VALVE EA 450.0000 900.00 0.000 0 059 1 1/2" WYE STRAINER ASSEMBLY EA 500.0000 2,500.00 0.000 0 060 CERTIFY EXISTING BACKFLOW PREVENTERS LS 750.0000 750.00 0.000 0 061 BACKFLOW PREVENTER ENCLOSURE EA 3,500.0000 7,000.00 0.000 0 062 BACKFLOW PREVENTER BLANKET EA 300.0000 600.00 0.000 0 063 TREE WELL SPRINKLER ASSEMBLY EA 21.0000 4,620.00 0.000 0 064 RISER SPRINKLER ASSEMBLY EA 20.0000 10,400.00 0.000 0 065 BUBBLER SPRINKLER ASSEMBLY EA 185.0000 5,365.00 0.000 0 066 REPLACE VALVE BOX COVER EA 100.0000 200.00 0.000 0 067 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 24,570.00 0.000 0 (F) LINE) 068 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.0000 7,600.00 0.000 0 (F) LINE) 069 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 4.0000 7,440.00 0.000 0 (F) (SUPPLY LINE) 070 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.0000 8,900.00 0.000 0 (F) (SUPPLY LINE) 071 2" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 7,020.00 0.000 0 (F) (SUPPLY LINE) 072 2" PLASTIC PIPE (CLASS 315) LF 21.0000 2,310.00 0.000 0 (F) (SUPPLY LINE) 073 PRESSURE REGULATING VALVE EA 2,000.0000 10,000.00 0.000 0 074 BALL VALVE EA 400.0000 400.00 0.000 0 075 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 430.0000 2,580.00 0.000 0 076 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.2500 6,275.00 0.000 0 (MIX 1) PROGRAM CAS145 PAGE 4 DATE 03/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3514 TIME 12:11 PM ESTIMATE NO. 011 BID OPENING 12/06/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: LEE, SUSHMA DATE OF THIS ESTIMATE 03/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.3900 18,915.00 0.000 0 (MIX 2) 078 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.7000 68,250.00 0.000 0 079 FIBER ROLLS LF 3.6500 3,431.00 0.000 0 080 CLASS 2 AGGREGATE BASE (CY) CY 70.0000 770,000.00 500.120 35,008.40 9,128.830 639,018 081 HOT MIX ASPHALT (TYPE A) TON 87.0000 813,450.00 984.410 85,643.67 4,125.690 358,935 082 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 5.0000 35,650.00 0.000 0 (PAVING FABRIC) 083 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.5000 375.00 0.000 0 084 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.5000 375.00 0.000 0 085 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.5000 15,225.00 2,398.000 5,995 086 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.5000 1,800.00 0.000 0 087 PLACE HOT MIX ASPHALT SQYD 83.0000 33,200.00 0.000 0 (MISCELLANEOUS AREA) 088 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 225.0000 778,500.00 0.000 0 (BONDED WEARING COURSE) 089 TACK COAT TON 1,900.0000 43,700.00 7.940 15,086 090 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.8500 146,300.00 0.000 0 091 STEEL SOLDIER PILE (HP 14 X 117) LF 67.0000 88,574.00 1,114.000 74,638 092 STEEL SOLDIER PILE (W 14 X 176) LF 111.0000 108,336.00 1,192.000 132,312 093 30" DRILLED HOLE LF 172.0000 371,176.00 2,094.250 360,211 094 STRUCTURAL CONCRETE, RETAINING WALL CY 836.0000 796,708.00 846.500 707,674 (F) 095 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,100.0000 193,750.00 8.400 26,040.00 58.060 179,986 (F) 096 STRUCTURAL CONCRETE, FASCIA CY 1,000.0000 225,000.00 10.000 10,000.00 225.000 225,000 (F) 097 MINOR CONCRETE (MINOR STRUCTURE) CY 600.0000 7,620.00 10.800 6,480.00 10.800 6,480 (F) 098 CONCRETE SURFACE TEXTURE SQFT 13.2900 6,884.22 26.000 345.54 518.000 6,884 (F) (FRACTURED GRANITE) 099 CONCRETE SURFACE TEXTURE SQFT 14.3900 79,663.04 277.000 3,986.03 5,536.000 79,663 (F) (PETALUMA FIELDSTONE) 100 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1100 131,230.86 117,855.820 130,819 (F) 101 BAR REINFORCING STEEL (FASCIA) LB 1.1100 56,099.40 50,540.000 56,099 (F) 102 TIMBER LAGGING MFBM 1,700.0000 61,200.00 36.000 61,200 (F) 103 CLEAN AND PAINT STEEL SOLDIER PILING LS 50.0000 50.00 1.000 50 PROGRAM CAS145 PAGE 5 DATE 03/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3514 TIME 12:11 PM ESTIMATE NO. 011 BID OPENING 12/06/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: LEE, SUSHMA DATE OF THIS ESTIMATE 03/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE ASPHALT CONCRETE SURFACING SQFT 5.0000 38,750.00 14,138.300 70,691 105 18" ALTERNATIVE PIPE CULVERT LF 165.0000 297,000.00 236.000 38,940.00 855.300 141,124 106 24" ALTERNATIVE PIPE CULVERT LF 185.0000 57,350.00 213.300 39,460 107 36" ALTERNATIVE PIPE CULVERT LF 135.0000 32,400.00 232.000 31,320 108 14"X23" ALTERNATIVE PIPE CULVERT ARCH LF 200.0000 13,600.00 70.000 14,000 (0.109" THICK) 109 12" PLASTIC PIPE LF 75.0000 9,750.00 8.200 615.00 134.200 10,065 110 12" REINFORCED CONCRETE PIPE LF 290.0000 2,610.00 0.000 0 111 DRAINAGE INLET MARKER EA 200.0000 7,000.00 0.000 0 112 36" CORRUGATED STEEL PIPE RISER LF 500.0000 5,000.00 9.600 4,800 (.138" THICK) 113 18" ALTERNATIVE FLARED END SECTION EA 2,100.0000 16,800.00 3.000 6,300 114 24" ALTERNATIVE FLARED END SECTION EA 2,300.0000 9,200.00 1.000 2,300.00 3.000 6,900 115 36" ALTERNATIVE FLARED END SECTION EA 2,500.0000 2,500.00 1.000 2,500 116 REMOVE CULVERT (EA) EA 3,300.0000 52,800.00 1.000 3,300.00 16.000 52,800 117 REMOVE INLET EA 975.0000 12,675.00 2.000 1,950.00 14.000 13,650 118 REMOVE HEADWALL EA 800.0000 800.00 1.000 800 119 REMOVE FLARED END SECTION (EA) EA 550.0000 4,950.00 1.000 550.00 9.000 4,950 120 MINOR CONCRETE (GUTTER) (LF) LF 44.2900 23,030.80 517.000 22,897.93 517.000 22,897 121 MINOR CONCRETE (TEXTURED PAVING) CY 900.0000 414,000.00 101.700 91,530.00 265.500 238,950 122 MINOR CONCRETE (CURB, SIDEWALK AND CY 960.0000 393,600.00 138.200 132,672.00 409.600 393,216 CURB RAMP) 123 REMOVE CONCRETE (CURB AND GUTTER) LF 17.0000 183,600.00 9,252.000 157,284 124 PRE/POST CONSTRUCTION SURVEYS EA 1,500.0000 18,000.00 6.000 9,000 125 MISCELLANEOUS IRON AND STEEL LB 3.3500 29,051.20 1,434.000 4,803.90 2,844.000 9,527 (F) 126 CHAIN LINK FENCE (TYPE CL-6) LF 18.0000 38,520.00 722.130 12,998 127 REMOVE CHAIN LINK FENCE LF 8.0000 17,120.00 722.000 5,776 128 CONCRETE BARRIER DELINEATOR (16-INCH) EA 72.0000 792.00 0.000 0 129 DELINEATOR (CLASS 1) EA 32.0000 6,080.00 0.000 0 130 DELINEATOR (CLASS 1, SURFACE MOUNTED) EA 37.0000 1,702.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 03/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3514 TIME 12:11 PM ESTIMATE NO. 011 BID OPENING 12/06/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: LEE, SUSHMA DATE OF THIS ESTIMATE 03/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.5000 4,345.00 0.000 0 132 OBJECT MARKER (TYPE K-1) EA 28.0000 308.00 0.000 0 133 OBJECT MARKER (TYPE L-1) EA 61.0000 427.00 0.000 0 134 REMOVE ROADSIDE SIGN EA 116.0000 6,844.00 0.000 0 135 RESET MILEPOST MARKER EA 55.0000 55.00 0.000 0 136 RESET ROADSIDE SIGN EA 78.0000 78.00 0.000 0 137 RELOCATE ROADSIDE SIGN EA 166.0000 498.00 0.000 0 138 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 3,120.00 0.000 0 (0.063"-UNFRAMED) 139 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.5000 5,100.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 140 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.4000 3,100.00 0.000 0 (0.080"-UNFRAMED) 141 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.4000 5,456.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 142 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 682.50 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 143 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 396.00 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 144 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.6000 5,014.00 0.000 0 145 ROADSIDE SIGN - ONE POST EA 200.0000 15,200.00 0.000 0 146 ROADSIDE SIGN - TWO POST EA 720.0000 1,440.00 0.000 0 147 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 3,960.00 0.000 0 METHOD) 148 INSTALL ROADSIDE SIGN PANEL ON EA 225.0000 225.00 0.000 0 EXISTING POST 149 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 46.5000 39,060.00 0.000 0 150 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 60,000.00 0.000 0 151 CABLE RAILING LF 38.7500 20,150.00 130.000 5,037.50 390.000 15,112 (F) 152 TRANSITION RAILING (TYPE WB-31) EA 5,000.0000 45,000.00 0.000 0 153 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,200.0000 7,200.00 0.000 0 154 SOFTSTOP TERMINAL SYSTEM EA 3,800.0000 15,200.00 0.000 0 155 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,700.0000 25,900.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 03/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3514 TIME 12:11 PM ESTIMATE NO. 011 BID OPENING 12/06/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: LEE, SUSHMA DATE OF THIS ESTIMATE 03/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 CONCRETE BARRIER (TYPE 732A) LF 125.0000 116,625.00 633.000 79,125.00 913.000 114,125 (F) 157 REMOVE GUARDRAIL LF 5.5400 5,318.40 287.720 1,593 158 THERMOPLASTIC PAVEMENT MARKING SQFT 11.0000 18,260.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 159 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.2500 1,170.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 160 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1500 3,622.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 161 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.7000 38,420.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 162 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 20,400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 163 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.2500 1,237.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 164 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 20,190.00 1,734.000 5,202 165 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 11,000.0000 11,000.00 0.500 5,500 SYSTEM ELEMENTS DURING CONSTRUCTION 166 RAMP METERING SYSTEM LS 2,750,000.0000 2,750,000.00 0.050 137,500.00 0.600 1,650,000 167 CLOSED CIRCUIT TELEVISION SYSTEM LS 325,000.0000 325,000.00 0.050 16,250.00 0.520 169,000 168 MODIFYING EXISTING ELECTRICAL SYSTEM LS 325,000.0000 325,000.00 0.500 162,500 169 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 170 4" PLASTIC PIPE (SCHEDULE 40) LF 22.0000 440.00 20.000 440.00 20.000 440 (SUPPLY LINE) PROGRAM CAS145 PAGE 8 DATE 03/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3514 TIME 12:11 PM ESTIMATE NO. 011 BID OPENING 12/06/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: LEE, SUSHMA DATE OF THIS ESTIMATE 03/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 749,396.49 10,825,596.97 ADJUSTMENT OF COMPENSATION 0.00 36,388.62 EXTRA WORK 0.00 27,931.81 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 749,396.49 10,889,917.40 171 MOBILIZATION LS 1,762,792.3100 1,762,792.31 1.000 1,762,792 ORIGINAL CONTRACT AMOUNT 17,644,853.93 TOTAL WORK COMPLETED 749,396.49 12,652,709.71 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -279,836.76 TOTAL 749,396.49 12,372,872.95 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 03/05/18 135 05/01/18 05/01/18 03/21/19 133 87 9 0 71% 92% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PER RE REQUEST *** SUSPENDED ON 11/21/18. LEE, SUSHMA RESIDENT ENGINEER PROGRAM CAS145 DATE 03/21/19