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 04/21/20 EST. NO. 014 TIME 05:41 PM R.E. NAME: SEID HODZIC 11-430184 --------------------------------------------------------------------------- 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 0020 462.79 E.W. @ F.A.(+) 010920 N 0040.0 0021 431.29 011520 N 0042.0 0022 874.19 012220 N 0045.0 0023 550.79 011620 N 0043.0 0024 428.58 012020 N 0044.0 0025 350.13 022420 N 0053.0 0026 497.13 022520 N 0054.0 0027 327.85 022620 N 0055.0 0028 262.59 030220 N 0056.0 0029 324.27 030320 N 0057.0 0030 324.27 030420 N 0058.0 0031 9,378.55 032120 N 0059.0 0032 1,026.00 032420 N 0060.0 003 0003 213.64 E.W. @ F.A.(+) 010820 N 0041.0 012 0004 2,188.80 E.W. @ L.S.(+) 041420 N 014 0 17,640.87 TOTAL THIS ESTIMATE 573,919.59 TOTAL PREVIOUS ESTIMATE 591,560.46 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 04/21/20 EST. NO. 014 TIME 05:41 PM R.E. NAME: SEID HODZIC 11-430184 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEL SEPT 19 CPR -3,000.00 008 0.00 -3,000.00 TOTAL DEDUCTIONS 0.00 -3,000.00 PROGRAM CAS145 PAGE 1 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430184 TIME 05:41 PM ESTIMATE NO. 014 BID OPENING 11/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: SEID HODZIC DATE OF THIS ESTIMATE 04/21/20 LOCATION PROGRESS ESTIMATE 11-SD-805-8.4/8.8 ----------------- FLATIRON WEST, INC. IN SAN DIEGO COUNTY IN CHULA VISTA 16470 W BERNARDO DR., STE 120 AND NATIONAL CITY FROM 0.2 MILE SAN DIEGO, CA 92127 SOUTH OF SWEETWATER RIVER BRIDGE TO ROUTE 805/54 SEPARATION FED. AID NO. B1IM- 805-1(640)E I-805 SWEETWATER RIVER BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 8,000.0000 8,000.00 1.000 8,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.500 2,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,500.0000 1,775,000.00 15.000 37,500.00 260.000 650,000 004 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.021 420.00 0.393 7,860 005 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.008 280.00 0.546 19,110 006 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.021 8,400.00 0.366 146,400 007 TYPE III BARRICADE EA 425.0000 2,550.00 0.000 0 008 PLASTIC TRAFFIC DRUMS EA 40.0000 1,200.00 18.000 720 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 15,500.0000 62,000.00 1.119 17,344.50 1.464 22,692 010 TEMPORARY RAILING (TYPE K) LF 14.0000 136,080.00 6,595.000 92,330 011 TEMPORARY CRASH CUSHION MODULE EA 300.0000 21,000.00 35.000 10,500 012 TEMPORARY ALTERNATIVE CRASH CUSHION EA 6,500.0000 6,500.00 1.000 6,500 SYSTEM 013 JOB SITE MANAGEMENT LS 140,000.0000 140,000.00 0.021 2,940.00 0.366 51,240 014 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.500 2,500 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 11,000.00 1.000 500.00 9.000 4,500 016 STORM WATER ANNUAL REPORT EA 2,000.0000 12,000.00 1.000 2,000 017 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 018 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 0.000 0 (TEMPORARY EROSION CONTROL) 019 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 8,160.00 0.000 0 (BONDED FIBER MATRIX) 020 TEMPORARY DRAINAGE INLET PROTECTION EA 475.0000 2,375.00 5.000 2,375 021 TEMPORARY FIBER ROLL LF 5.0000 14,650.00 900.000 4,500 022 TEMPORARY CONSTRUCTION ENTRANCE EA 6,500.0000 19,500.00 3.000 19,500 PROGRAM CAS145 PAGE 2 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430184 TIME 05:41 PM ESTIMATE NO. 014 BID OPENING 11/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: SEID HODZIC DATE OF THIS ESTIMATE 04/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 70,000.0000 70,000.00 0.021 1,470.00 0.366 25,620 024 TEMPORARY CONCRETE WASHOUT LS 20,000.0000 20,000.00 0.021 420.00 0.366 7,320 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 20.0000 2,600.00 128.000 2,560 STRIPE (HAZARDOUS WASTE) 026 TREATED WOOD WASTE LB 0.4500 5,220.00 817.000 367 027 REMOVE CONCRETE (CY) CY 125.0000 23,750.00 185.137 23,142 028 REMOVE CONCRETED ROCK SLOPE PROTECTION CY 52.0000 44,720.00 0.000 0 029 TEMPORARY LANDSCAPE PROTECTION AREA LF 4.0000 14,120.00 1,180.000 4,720 FENCE-ROPE 030 CLEARING AND GRUBBING (LS) LS 350,000.0000 350,000.00 1.000 350,000 031 ROADWAY EXCAVATION CY 50.0000 327,500.00 3,101.741 155,087 032 STRUCTURE EXCAVATION (BRIDGE) CY 1,660.0000 192,560.00 116.000 192,560 (F) 033 STRUCTURE EXCAVATION (TYPE D) CY 105.0000 262,500.00 2,022.000 212,310 (F) 034 STRUCTURE BACKFILL (BRIDGE) CY 65.0000 84,500.00 606.500 39,422 (F) 035 CLEAN FILL MATERIAL CY 10.0000 32,500.00 0.000 0 036 GEOSYNTHETIC REINFORCEMENT SQYD 6.5000 10,530.00 0.000 0 037 ROADSIDE CLEARING LS 10,000.0000 10,000.00 0.000 0 038 WEED GERMINATION SQYD 1.0000 6,500.00 0.000 0 039 PACKET FERTILIZER EA 0.3000 429.00 0.000 0 040 PLANT (GROUP H) EA 23.0000 30,728.00 0.000 0 (F) 041 PLANT (GROUP M) EA 2.3500 4,653.00 0.000 0 042 PLANT (GROUP A) EA 7.8000 9,750.00 0.000 0 043 PLANT (GROUP B) EA 52.0000 3,120.00 0.000 0 044 PLANT ESTABLISHMENT WORK LS 68,000.0000 68,000.00 0.000 0 045 WOOD MULCH CY 100.0000 8,700.00 0.000 0 046 CHECK AND TEST EXISTING IRRIGATION LS 4,000.0000 4,000.00 1.000 4,000 FACILITIES 047 OPERATE EXISTING IRRIGATION FACILITIES LS 7,100.0000 7,100.00 0.000 0 048 REMOVE IRRIGATION FACILITY LS 3,500.0000 3,500.00 0.000 0 049 CONTROL AND NEUTRAL CONDUCTORS LS 12,500.0000 12,500.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430184 TIME 05:41 PM ESTIMATE NO. 014 BID OPENING 11/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: SEID HODZIC DATE OF THIS ESTIMATE 04/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 1 1/2" REMOTE CONTROL VALVE EA 550.0000 3,300.00 0.000 0 051 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 40.0000 1,600.00 0.000 0 052 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 94.0000 752.00 0.000 0 053 2" GATE VALVE EA 553.0000 1,659.00 0.000 0 054 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.5000 5,093.00 0.000 0 (F) LINE) 055 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 6,132.00 0.000 0 (F) (SUPPLY LINE) 056 2" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 3,150.00 0.000 0 (F) (SUPPLY LINE) 057 2" PLASTIC PIPE (CLASS 315) LF 8.0000 480.00 0.000 0 (F) (SUPPLY LINE) 058 3" PLASTIC PIPE (CLASS 315) LF 9.0000 6,750.00 0.000 0 (F) (SUPPLY LINE) 059 DRY SEED (SQFT) SQFT 0.0500 12,500.00 0.000 0 060 COMPOST (CY) CY 47.5000 21,850.00 0.000 0 061 INCORPORATE MATERIALS SQFT 0.0200 2,900.00 0.000 0 062 CLASS 2 AGGREGATE BASE (CY) CY 32.0000 81,280.00 1,500.000 48,000 063 LEAN CONCRETE BASE RAPID SETTING CY 980.0000 3,920.00 4.000 3,920 064 ASPHALTIC EMULSION (FOG SEAL COAT) TON 3,600.0000 3,960.00 0.000 0 065 HOT MIX ASPHALT (TYPE A) TON 200.0000 312,000.00 0.000 0 066 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 40.0000 4,800.00 0.000 0 067 TACK COAT TON 940.0000 1,222.00 0.000 0 068 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 1,800.00 112.000 448 069 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 1,100.0000 4,400.00 4.000 4,400 070 TEMPORARY SUPPORT LS 400,000.0000 400,000.00 1.000 400,000 071 FURNISH PILING (CLASS 200) (ALTERNATIVE LF 80.0000 39,440.00 493.000 39,440 W MODIFIED) 072 DRIVE PILING (CLASS 200) (ALTERNATIVE EA 9,100.0000 72,800.00 8.000 72,800 W MODIFIED) 073 FURNISH 24" CAST-IN-STEEL SHELL LF 215.0000 82,990.00 386.000 82,990 CONCRETE PILING 074 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 32,000.0000 128,000.00 4.000 128,000 PILE 075 FURNISH 30" CAST-IN-STEEL SHELL LF 265.0000 807,720.00 3,048.000 807,720 CONCRETE PILING 076 DRIVE 30" CAST-IN-STEEL SHELL CONCRETE EA 25,000.0000 900,000.00 36.000 900,000 PILE PROGRAM CAS145 PAGE 4 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430184 TIME 05:41 PM ESTIMATE NO. 014 BID OPENING 11/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: SEID HODZIC DATE OF THIS ESTIMATE 04/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 54" CAST-IN-DRILLED-HOLE CONCRETE LF 1,025.0000 28,700.00 0.000 0 PILE (SIGN FOUNDATION) 078 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 175,800.00 150.000 45,000.00 443.000 132,900 (F) 079 STRUCTURAL CONCRETE, BRIDGE CY 1,480.0000 2,245,160.00 141.900 210,012.00 343.920 509,001 (F) 080 STRUCTURAL CONCRETE, BRIDGE CY 590.0000 525,100.00 0.000 0 (F) (POLYMER FIBER) 081 AGGREGATE BASE (APPROACH SLAB) CY 500.0000 28,000.00 0.000 0 082 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,280.0000 107,520.00 0.000 0 (F) (TYPE N) 083 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,080.0000 604,800.00 0.000 0 (TYPE R) 084 STRUCTURAL CONCRETE, APPROACH SLAB CY 890.0000 48,060.00 0.000 0 (TYPE N MODIFIED) 085 STRUCTURAL CONCRETE (JUNCTION STRUCTURE) CY 3,345.0000 60,210.00 18.580 62,150 (F) 086 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,300.0000 75,900.00 23.080 76,164 (F) 087 MINOR CONCRETE (MINOR STRUCTURE) CY 3,800.0000 30,400.00 0.000 0 (F) 088 PAVING NOTCH EXTENSION CF 275.0000 78,925.00 0.000 0 089 DIAPHRAGM BOLSTER EA 13,000.0000 39,000.00 0.000 0 090 DRILL AND BOND DOWEL LF 55.0000 30,690.00 372.000 20,460 091 CLEAN EXPANSION JOINT LF 32.0000 6,784.00 0.000 0 092 JOINT SEAL (MR 2") LF 97.0000 74,302.00 0.000 0 093 JOINT SEAL (TYPE AL) LF 90.0000 3,690.00 0.000 0 094 BAR REINFORCING STEEL (BRIDGE) LB 1.0500 1,121,925.00 35,605.000 37,385.25 225,587.000 236,866 (F) 095 HEADED BAR REINFORCEMENT EA 9.5000 5,320.00 0.000 0 (F) 096 FURNISH SIGN STRUCTURE (TRUSS) LB 4.5000 42,444.00 0.000 0 (F) 097 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 4,716.00 0.000 0 (F) 098 REMOVE SIGN STRUCTURE (EA) EA 11,000.0000 11,000.00 1.000 11,000 099 CORE CONCRETE (6") LF 320.0000 1,600.00 0.000 0 100 CORE CONCRETE (12") LF 400.0000 2,000.00 0.000 0 101 ACCESS OPENING, SOFFIT EA 7,000.0000 21,000.00 0.000 0 102 BRIDGE REMOVAL (PORTION) LS 960,000.0000 960,000.00 0.870 835,200 103 MISCELLANEOUS METAL LB 31.0000 41,447.00 0.000 0 (F) (RESTRAINER - CABLE TYPE) PROGRAM CAS145 PAGE 5 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430184 TIME 05:41 PM ESTIMATE NO. 014 BID OPENING 11/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: SEID HODZIC DATE OF THIS ESTIMATE 04/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MISCELLANEOUS METAL (RESTRAINER-CABLE LB 32.0000 46,784.00 0.000 0 (F) FOR RETROREFLECTIVE SHEETING (TYPE XI) 105 18" ALTERNATIVE PIPE CULVERT LF 140.0000 21,000.00 124.000 17,360 106 24" ALTERNATIVE PIPE CULVERT LF 90.0000 31,500.00 326.000 29,340 107 CONCRETE BACKFILL (PIPE TRENCH) CY 155.0000 13,485.00 87.000 13,485 (F) 108 18" REINFORCED CONCRETE PIPE LF 155.0000 48,050.00 310.000 48,050 109 24" REINFORCED CONCRETE PIPE LF 245.0000 22,295.00 90.100 22,074 110 18" REINFORCED CONCRETE PIPE (CLASS III) LF 185.0000 5,735.00 0.000 0 111 24" REINFORCED CONCRETE PIPE (CLASS III) LF 180.0000 6,480.00 0.000 0 112 18" POLYMERIC SHEET COATED CORRUGATED LF 215.0000 11,825.00 54.300 11,674 STEEL PIPE DOWNDRAIN (0.109" THICK) 113 24" POLYMERIC SHEET COATED CORRUGATED LF 260.0000 10,400.00 40.000 10,400 STEEL PIPE DOWNDRAIN (0.109" THICK) 114 36" REINFORCED CONCRETE PIPE RISER LF 245.0000 1,715.00 2.000 490 115 ABANDON CULVERT (EA) EA 950.0000 4,750.00 5.000 4,750 116 REMOVE GRATED LINE DRAIN LF 58.0000 812.00 14.000 812 117 REMOVE CULVERT (LF) LF 35.0000 3,850.00 107.200 3,752 118 REMOVE INLET EA 900.0000 5,400.00 6.000 5,400 119 ADJUST INLET EA 2,600.0000 7,800.00 2.000 5,200 120 ADJUST MANHOLE EA 1,800.0000 1,800.00 0.000 0 121 SAND BACKFILL CY 190.0000 10,830.00 56.770 10,786 122 CONCRETED-ROCK SLOPE PROTECTION CY 160.0000 136,320.00 0.000 0 (F) (1/4 T, METHOD A) (CY) 123 SLOPE PAVING (CONCRETE) CY 1,200.0000 32,400.00 0.000 0 124 CONCRETED-ROCK SLOPE PROTECTION CY 440.0000 3,960.00 0.000 0 (60 LB, CLASS II, METHOD A) (CY) 125 MINOR CONCRETE (GUTTER) (CY) CY 320.0000 35,200.00 0.000 0 126 MISCELLANEOUS IRON AND STEEL LB 1.5000 14,748.00 9,832.000 14,748 (F) 127 MISCELLANEOUS METAL (BRIDGE) LB 7.0000 1,414.00 0.000 0 (F) 128 BRIDGE DECK DRAINAGE SYSTEM LB 9.0000 217,800.00 15,755.000 141,795.00 15,755.000 141,795 (F) 129 TEMPORARY FENCE (TYPE CL-6) LF 12.0000 4,320.00 210.000 2,520 130 CHAIN LINK FENCE (TYPE CL-6) LF 28.0000 17,360.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430184 TIME 05:41 PM ESTIMATE NO. 014 BID OPENING 11/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: SEID HODZIC DATE OF THIS ESTIMATE 04/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 REMOVE CHAIN LINK FENCE LF 7.0000 3,990.00 380.000 2,660 132 GUARD RAILING DELINEATOR EA 24.0000 120.00 5.000 120 133 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7500 5,720.00 567.000 1,559 134 REMOVE ROADSIDE SIGN EA 215.0000 1,720.00 2.000 430 135 REMOVE ROADSIDE SIGN EA 200.0000 800.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 136 FURNISH LAMINATED PANEL SIGN (1" TYPE A) SQFT 25.0000 3,750.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 137 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.0000 910.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 138 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.5000 615.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 139 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 1,440.00 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 140 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.0000 1,720.00 0.000 0 141 METAL (BARRIER MOUNTED SIGN) LB 25.0000 6,250.00 0.000 0 142 ROADSIDE SIGN - ONE POST EA 450.0000 3,600.00 0.000 0 143 ROADSIDE SIGN - TWO POST EA 1,025.0000 2,050.00 0.000 0 144 SIGN POST SUPPORT SYSTEM EA 7,700.0000 7,700.00 0.000 0 145 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 225.0000 900.00 0.000 0 METHOD) 146 INSTALL ROADSIDE SIGN PANEL ON EA 125.0000 125.00 0.000 0 EXISTING POST 147 MIDWEST GUARDRAIL SYSTEM LF 32.0000 4,160.00 130.000 4,160 148 TRANSITION RAILING (TYPE WB-31) EA 4,800.0000 4,800.00 1.000 4,800 149 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,500.0000 4,500.00 1.000 4,500 150 ALTERNATIVE CRASH CUSHION EA 46,000.0000 92,000.00 0.000 0 151 CONCRETE BARRIER (TYPE 60M) LF 130.0000 252,200.00 0.000 0 152 CONCRETE BARRIER (TYPE 60MF) LF 388.0000 54,320.00 0.000 0 153 CONCRETE BARRIER (TYPE 60MS) LF 125.0000 65,000.00 0.000 0 154 CONCRETE BARRIER (TYPE 60MSA) LF 140.0000 31,500.00 0.000 0 (F) 155 CONCRETE BARRIER (TYPE 60MSF) LF 400.0000 36,000.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430184 TIME 05:41 PM ESTIMATE NO. 014 BID OPENING 11/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: SEID HODZIC DATE OF THIS ESTIMATE 04/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 CONCRETE BARRIER (TYPE 60AP) LF 700.0000 8,400.00 0.000 0 157 CONCRETE BARRIER (TYPE 60MSA MODIFIED) LF 100.0000 59,700.00 0.000 0 (F) 158 CONCRETE BARRIER (TYPE 60MF MODIFIED) LF 600.0000 36,000.00 0.000 0 159 CONCRETE BARRIER (TYPE 836) LF 120.0000 84,000.00 0.000 0 (F) 160 CONCRETE BARRIER (TYPE 836A) LF 185.0000 9,435.00 16.000 2,960 (F) 161 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 180.0000 141,480.00 251.100 45,198 (F) 162 REMOVE GUARDRAIL LF 12.0000 9,480.00 433.000 5,196 163 SALVAGE METAL BRIDGE RAILING LF 20.0000 38,620.00 148.000 2,960 164 REMOVE CONCRETE BARRIER LF 45.0000 32,400.00 92.000 4,140 165 REMOVE METAL RAILING LF 8.0000 2,720.00 0.000 0 166 REMOVE CRASH CUSHION (SAND FILLED) EA 200.0000 200.00 1.000 200 167 THERMOPLASTIC PAVEMENT MARKING SQFT 3.4000 3,842.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 168 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 143.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 169 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6600 11,286.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 170 CONTRAST STRIPE LF 0.2000 7,600.00 0.000 0 171 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2300 9,775.00 27,497.000 6,324 172 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7100 12,425.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 173 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 3,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 174 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8900 2,581.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 175 REMOVE PAINTED TRAFFIC STRIPE LF 0.2300 6,831.00 0.000 0 176 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3800 10,792.00 16,383.000 6,225 177 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 6.2500 175.00 51.000 318 178 SUBSURFACE LOCATOR LS 25,000.0000 25,000.00 0.500 12,500 179 FIBER OPTIC SYSTEM LS 100,000.0000 100,000.00 0.000 0 180 MODIFYING EXISTING ELECTRICAL SYSTEM LS 50,000.0000 50,000.00 0.515 25,750 PROGRAM CAS145 PAGE 8 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430184 TIME 05:41 PM ESTIMATE NO. 014 BID OPENING 11/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: SEID HODZIC DATE OF THIS ESTIMATE 04/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 503,466.75 6,914,435.53 ADJUSTMENT OF COMPENSATION 0.00 90,028.94 EXTRA WORK 17,640.87 501,531.52 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 521,107.62 7,505,995.99 181 MOBILIZATION LS 1,700,000.0000 1,700,000.00 0.950 1,615,000 ORIGINAL CONTRACT AMOUNT 17,252,294.00 TOTAL WORK COMPLETED 521,107.62 9,120,995.99 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -3,000.00 TOTAL 521,107.62 9,117,995.99 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 01/09/19 710 03/05/19 03/05/19 02/10/23 258 22 0 0 51% 36% PROGRESS IS SATISFACTORY SEID HODZIC RESIDENT ENGINEER PROGRAM CAS145 DATE 04/21/20