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 12/28/20 EST. NO. 013 TIME 10:54 AM R.E. NAME: GRANADOS, ANTHONY/OE:DEBRA B 03-2F9804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 009 0005 5,998.47 E.W. @ F.A.(+) 082520 N 0208.0 0006 1,198.57 081920 N 0209.0 010 0025 5,999.28 E.W. @ F.A.(+) 060220 N 0096.0 0027 17,801.91 060420 N 0098.0 0031 2,017.55 071520 N 0105.0 0037 302.90 070820 N 0114.0 0038 1,113.52 070920 N 0115.0 0039 3,214.11 071020 N 0116.0 0042 536.53 072720 N 0119.0 0050 1,350.68 062520 N 0181.0 012 0003 46,231.10 E.W. @ U.P (+) 122120 N 03 0 013 0001 47,238.23 A.C. @ U.P.(+) 121820 N 01 0 0002 4,619.56 E.W. @ U.P (+) 122120 N 02 0 014 0001 -13,857.36 A.C. @ U.P.(-) 121520 N 01 0 018 0001 5,630.77 A.C. @ L.S.(+) 121820 N 01 0 129,395.82 TOTAL THIS ESTIMATE 756,217.16 TOTAL PREVIOUS ESTIMATE 885,612.98 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 12/28/20 EST. NO. 013 TIME 10:54 AM R.E. NAME: GRANADOS, ANTHONY/OE:DEBRA B 03-2F9804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OIL INDEX FLUCT. -100,000.00 012 0.00 -100,000.00 LABOR COMPLIANCE VIOLATION PER LTT DATED 05/20 -8,000.00 006 PER 6/20 LTTR -8,000.00 007 PER LTR DATED 9/20 -10,000.00 010 RETURN DEDUCT 5/20 8,000.00 011 PER LTR DATED 11/20 -3,000.00 012 RETURN DEDUCT 9/20 10,000.00 012 RETURN DEDUCT 6/20 8,000.00 013 RETURN DEDUCT 11/20 3,000.00 013 11,000.00 0.00 TOTAL DEDUCTIONS 11,000.00 -100,000.00 PROGRAM CAS145 PAGE 1 DATE 12/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F9804 TIME 10:54 AM ESTIMATE NO. 013 BID OPENING 09/26/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/20 R.E. NAME: GRANADOS, ANTHONY/OE:DEBRA B DATE OF THIS ESTIMATE 12/28/20 LOCATION RERUN PROGRESS ESTIMATE 03-COL-20-31.8/32.8 ----------------------- A. TEICHERT & SON, INC. DBA IN COLUSA, BETWEEN MARKET ST AND TEICHERT CONSTRUCTION BUTTE VISTA WAY. 400 SUNRISE AVE, SUITE 300 ROSEVILLE CA 95661 FED. AID NO. B1NH-P020(187)E PAVEMENT REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,500.0000 3,500.00 0.750 2,625 003 TIME-RELATED OVERHEAD (LS) LS 720,000.0000 720,000.00 0.858 617,760 004 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.970 14,550 005 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.990 198,000 006 TYPE III BARRICADE EA 52.0000 9,100.00 81.000 4,212 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 11.5000 6,785.00 1,429.000 16,433 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0500 44,835.00 29,491.000 30,965 009 PLASTIC TRAFFIC DRUMS EA 31.0000 16,740.00 588.000 18,228 010 TEMPORARY PAVEMENT MARKER EA 10.5000 14,700.00 927.000 9,733 011 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 100,000.0000 100,000.00 1.000 100,000 012 TEMPORARY SIGNAL SYSTEM LS 220,000.0000 220,000.00 1.000 220,000 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 50,000.0000 50,000.00 0.970 48,500 014 TEMPORARY RAILING (TYPE K) LF 30.0000 107,700.00 2,306.000 69,180 015 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,500.0000 63,000.00 14.000 49,000 016 JOB SITE MANAGEMENT LS 40,000.0000 40,000.00 0.970 38,800 017 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.500 1,000 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 23,000.00 3.000 1,500 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 17,250.00 0.000 0 020 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 021 MOVE-IN/MOVE-OUT EA 800.0000 4,800.00 1.000 800.00 1.000 800 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 3.6000 3,600.00 1,792.000 6,451.20 1,792.000 6,451 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 12/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F9804 TIME 10:54 AM ESTIMATE NO. 013 BID OPENING 09/26/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/20 R.E. NAME: GRANADOS, ANTHONY/OE:DEBRA B DATE OF THIS ESTIMATE 12/28/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 6.8500 34,250.00 0.000 0 024 TEMPORARY DRAINAGE INLET PROTECTION EA 210.0000 25,200.00 120.000 25,200 025 TEMPORARY FIBER ROLL LF 3.5000 3,745.00 0.000 0 026 TEMPORARY GRAVEL BAG BERM LF 24.0000 12,000.00 0.000 0 027 TEMPORARY SILT FENCE LF 4.1000 6,150.00 0.000 0 028 TEMPORARY CONSTRUCTION ENTRANCE EA 5,500.0000 5,500.00 1.000 5,500 029 STREET SWEEPING LS 260,000.0000 260,000.00 0.970 252,200 030 TEMPORARY CONCRETE WASHOUT LS 12,000.0000 12,000.00 0.970 11,640 031 TREATED WOOD WASTE LB 1.0000 1,240.00 0.000 0 032 CLEARING AND GRUBBING (LS) LS 150,000.0000 150,000.00 1.000 150,000 033 ROADWAY EXCAVATION CY 27.3700 468,027.00 24,312.060 665,421 034 SHOULDER BACKING TON 145.6000 7,134.40 0.000 0 035 STRUCTURE BACKFILL (SLURRY CEMENT) CY 144.1000 4,323.00 30.000 4,323 (F) 036 SOIL AMENDMENT CY 101.0000 454.50 4.930 497.93 4.930 497 037 PACKET FERTILIZER EA 0.5000 160.00 267.000 133.50 267.000 133 038 PLANT (GROUP U) EA 220.0000 24,200.00 51.000 11,220.00 89.000 19,580 039 PLANT ESTABLISHMENT WORK LS 10,900.0000 10,900.00 0.000 0 040 WOOD MULCH CY 64.0000 29,440.00 100.440 6,428.16 354.940 22,716 041 ROOT BARRIER LF 11.0000 26,730.00 320.000 3,520.00 1,704.000 18,744 042 EDGING LF 7.0000 43,260.00 1,966.500 13,765.50 4,054.500 28,381 043 1" REMOTE CONTROL VALVE EA 630.0000 5,670.00 5.000 3,150.00 9.000 5,670 044 1 1/2" REMOTE CONTROL VALVE EA 660.0000 1,320.00 2.000 1,320 045 1" WYE STRAINER ASSEMBLY EA 405.0000 3,645.00 4.000 1,620.00 7.000 2,835 046 BATTERY POWERED IRRIGATION CONTROLLER EA 4,300.0000 8,600.00 3.000 12,900.00 3.000 12,900 047 1 1/2" GALVANIZED STEEL PIPE LF 16.0000 640.00 8.000 128.00 40.000 640 (F) (SUPPLY LINE) 048 1 1/2" BACKFLOW PREVENTER ASSEMBLY EA 3,450.0000 6,900.00 2.000 6,900 049 BACKFLOW PREVENTER ENCLOSURE EA 3,450.0000 6,900.00 1.000 3,450.00 2.000 6,900 PROGRAM CAS145 PAGE 3 DATE 12/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F9804 TIME 10:54 AM ESTIMATE NO. 013 BID OPENING 09/26/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/20 R.E. NAME: GRANADOS, ANTHONY/OE:DEBRA B DATE OF THIS ESTIMATE 12/28/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BACKFLOW PREVENTER BLANKET EA 200.0000 400.00 1.000 200.00 2.000 400 051 FLOW SENSOR EA 960.0000 1,920.00 0.000 0 052 TREE WELL SPRINKLER ASSEMBLY EA 85.0000 17,850.00 26.000 2,210.00 178.000 15,130 053 1" GATE VALVE EA 450.0000 2,250.00 1.000 450 054 1 1/4" GATE VALVE EA 480.0000 1,920.00 0.000 0 055 1 1/2" GATE VALVE EA 480.0000 480.00 -2.000 -960.00 1.000 480 056 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.6000 27,048.00 -2,765.000 -15,484.00 0.000 0 (F) LINE) 057 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 11,450.00 -1,745.000 -8,725.00 0.000 0 (F) LINE) 058 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 6.3000 12,285.00 -288.000 -1,814.40 0.000 0 (F) (SUPPLY LINE) 059 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.6300 2,121.60 -1,090.000 -7,226.70 0.000 0 (F) (SUPPLY LINE) 060 BALL VALVE EA 310.0000 2,790.00 1.000 310 061 8" CORRUGATED HIGH DENSITY LF 30.0000 29,400.00 958.000 28,740 POLYETHYLENE PIPE CONDUIT 062 12" CORRUGATED HIGH DENSITY LF 36.5000 37,960.00 838.000 30,587 POLYETHYLENE PIPE CONDUIT 063 FINISHING ROADWAY LS 100,000.0000 100,000.00 1.000 100,000 064 CLASS 2 AGGREGATE BASE (CY) CY 54.0000 966,600.00 16,900.920 912,649 065 PREPAVING INERTIAL PROFILER LS 5,000.0000 5,000.00 1.000 5,000 066 PREPAVING GRINDING DAY EA 11,000.0000 55,000.00 1.000 11,000 067 HOT MIX ASPHALT (TYPE A) TON 90.0000 608,400.00 8,241.140 741,702 068 MINOR HOT MIX ASPHALT TON 170.0000 6,800.00 42.960 7,303 069 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 130.0000 735,800.00 5,915.980 769,077 070 DATA CORE LS 5,000.0000 5,000.00 0.000 0 071 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.1000 5,986.00 1,632.000 6,691 072 PLACE HOT MIX ASPHALT SQYD 76.0000 38.00 0.500 38.00 0.500 38 (MISCELLANEOUS AREA) 073 TACK COAT TON 1,000.0000 15,000.00 8.210 8,210 074 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 3.5000 2,555.00 552.000 1,932 075 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 1,250.00 250.000 1,250 076 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.5000 57,750.00 11,978.290 65,880 PROGRAM CAS145 PAGE 4 DATE 12/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F9804 TIME 10:54 AM ESTIMATE NO. 013 BID OPENING 09/26/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/20 R.E. NAME: GRANADOS, ANTHONY/OE:DEBRA B DATE OF THIS ESTIMATE 12/28/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 36" CAST-IN-DRILLED-HOLE CONCRETE LF 1,050.0000 31,500.00 30.000 31,500 PILE (SIGN FOUNDATION) 078 STRUCTURAL CONCRETE, HEADWALL CY 1,620.0000 72,900.00 0.000 0 (F) 079 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,900.0000 464,000.00 160.000 464,000 (F) 080 STRUCTURAL CONCRETE, MANHOLE CY 2,700.0000 229,500.00 85.000 229,500 (F) 081 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,900.0000 76,000.00 40.000 76,000 (F) TYPE CB 082 MINOR CONCRETE (MINOR STRUCTURE) CY 125.0000 115,000.00 920.000 115,000 (F) 083 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 8.6000 54,180.00 6,300.000 54,180 (F) 084 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 2.1000 13,230.00 6,300.000 13,230 (F) 085 PEDESTRIAN BARRICADE EA 1,700.0000 1,700.00 0.000 0 086 15" REINFORCED CONCRETE PIPE LF 170.0000 15,300.00 81.000 13,770 087 18" REINFORCED CONCRETE PIPE LF 210.0000 268,800.00 805.700 169,197 088 24" REINFORCED CONCRETE PIPE LF 128.0000 28,160.00 209.900 26,867 089 30" REINFORCED CONCRETE PIPE LF 201.0000 38,190.00 194.500 39,094 090 36" REINFORCED CONCRETE PIPE LF 222.0000 468,420.00 2,428.600 539,149 091 48" REINFORCED CONCRETE PIPE LF 277.0000 1,717,400.00 6,023.400 1,668,481 092 10" REINFORCED CONCRETE PIPE (CLASS III) LF 270.0000 118,800.00 483.200 130,464 093 DRAINAGE INLET MARKER EA 19.0000 2,280.00 22.000 418 094 ABANDON CULVERT (LF) LF 21.0000 11,550.00 623.200 13,087 095 REMOVE CULVERT (LF) LF 35.0000 138,600.00 4,559.900 159,596 096 REMOVE INLET EA 1,220.0000 26,840.00 25.000 30,500 097 REMOVE HEADWALL EA 2,110.0000 10,550.00 5.000 10,550 098 REMOVE MANHOLE EA 2,135.0000 14,945.00 7.000 14,945 099 REMOVE JUNCTION BOX EA 1,940.0000 3,880.00 2.000 3,880 100 REMOVE FLARED END SECTION (EA) EA 720.0000 720.00 1.000 720 101 SAND BACKFILL CY 253.0000 17,963.00 71.000 17,963 102 ROCK SLOPE PROTECTION CY 233.0000 13,980.00 0.000 0 (F) (FACING, METHOD B) (CY) 103 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 470.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 12/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F9804 TIME 10:54 AM ESTIMATE NO. 013 BID OPENING 09/26/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/20 R.E. NAME: GRANADOS, ANTHONY/OE:DEBRA B DATE OF THIS ESTIMATE 12/28/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 DETECTABLE WARNING SURFACE SQFT 55.0000 31,350.00 630.000 34,650 105 MINOR CONCRETE (CURB AND GUTTER) CY 712.0000 427,200.00 637.870 454,163 106 MINOR CONCRETE (DRIVEWAY) CY 1,044.0000 198,360.00 341.920 356,964 107 MINOR CONCRETE (SIDEWALK) CY 660.0000 349,800.00 647.660 427,455 108 MINOR CONCRETE (INTEGRAL SIDEWALK) CY 1,046.0000 15,690.00 6.000 6,276 109 MINOR CONCRETE (CURB RAMP) CY 1,677.0000 159,315.00 109.010 182,809 110 MINOR CONCRETE (INTEGRAL CURB RAMP) CY 1,696.0000 42,400.00 42.700 72,419 111 REMOVE CONCRETE CURB (LF) LF 16.8000 110,376.00 7,857.000 131,997 112 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 35.0000 117,950.00 3,092.040 108,221 113 PRE/POST CONSTRUCTION SURVEYS EA 2,000.0000 14,000.00 3.000 6,000.00 6.000 12,000 114 MISCELLANEOUS IRON AND STEEL LB 3.8500 117,040.00 266.000 1,024.10 27,682.000 106,575 (F) 115 RESET MAILBOX EA 201.0000 201.00 3.000 603 116 CHAIN LINK FENCE (TYPE CL-6, LF 74.0000 8,140.00 112.000 8,288 EXTENSION ARM) 117 DELINEATOR (CLASS 1) EA 35.0000 525.00 15.000 525 118 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 8,640.00 684.000 5,472 119 MILEPOST MARKER EA 75.0000 75.00 1.000 75 120 REMOVE ROADSIDE SIGN EA 100.0000 5,600.00 55.000 5,500 121 RESET ROADSIDE SIGN EA 175.0000 350.00 2.000 350 122 RELOCATE ROADSIDE SIGN EA 365.0000 9,490.00 26.000 9,490 123 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 21.0000 2,520.00 120.000 2,520 FOR RETROREFLECTIVE SHEETING (TYPE XI) 124 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 990.00 105.600 950 (0.063"-UNFRAMED) 125 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 6.5000 1,560.00 223.600 1,453 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 126 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.0000 560.00 65.400 457 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 127 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 3.7500 1,650.00 376.000 1,410 128 ROADSIDE SIGN - ONE POST EA 186.0000 7,998.00 45.000 8,370 129 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 90.0000 360.00 4.000 360 METHOD) PROGRAM CAS145 PAGE 6 DATE 12/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F9804 TIME 10:54 AM ESTIMATE NO. 013 BID OPENING 09/26/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/20 R.E. NAME: GRANADOS, ANTHONY/OE:DEBRA B DATE OF THIS ESTIMATE 12/28/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 THERMOPLASTIC PAVEMENT MARKING SQFT 9.5000 36,005.00 2,506.000 23,807 (ENHANCED WET NIGHT VISIBILITY) 131 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 480.00 240.000 480 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 132 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 240.00 324.000 648 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 133 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 8,736.00 6,352.000 7,622 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 134 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.3500 21,060.00 20,938.000 28,266 (ENHANCED WET NIGHT VISIBILITY) 135 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 120.00 64.000 128 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 136 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.1000 4,464.00 1,288.000 3,992 (ENHANCED WET NIGHT VISIBILITY) 137 REMOVE PAINTED TRAFFIC STRIPE LF 1.4000 25,900.00 4,213.000 5,898 138 REMOVE PAINTED PAVEMENT MARKING SQFT 10.0000 2,200.00 0.000 0 139 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.5500 15,655.00 9,757.000 15,123 140 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 4,800.00 434.000 4,340 141 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,500.0000 3,500.00 1.000 3,500 SYSTEM ELEMENTS DURING CONSTRUCTION 142 LOCATING UNDERGROUND FACILITIES LS 40,000.0000 40,000.00 0.500 20,000 143 SIGNAL AND LIGHTING SYSTEM LS 250,000.0000 250,000.00 1.000 250,000 144 TRAFFIC MONITORING STATION SYSTEM LS 25,000.0000 25,000.00 1.000 25,000 145 REMOVING EXISTING ELECTRICAL SYSTEM LS 20,000.0000 20,000.00 1.000 20,000 146 WATER METER CHARGES LS 4,700.0000 4,700.00 1.000 4,700 147 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 148 REMOVE DRAINAGE FACILITY (EA) EA 2,300.0000 2,300.00 1.000 2,300 PROGRAM CAS145 PAGE 7 DATE 12/28/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F9804 TIME 10:54 AM ESTIMATE NO. 013 BID OPENING 09/26/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/20 R.E. NAME: GRANADOS, ANTHONY/OE:DEBRA B DATE OF THIS ESTIMATE 12/28/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 39,326.29 11,577,329.84 ADJUSTMENT OF COMPENSATION 39,011.64 184,729.85 EXTRA WORK 90,384.18 700,883.13 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 168,722.11 12,462,942.82 149 MOBILIZATION LS 1,164,389.5000 1,164,389.50 1.000 1,164,389 ORIGINAL CONTRACT AMOUNT 12,760,000.00 TOTAL WORK COMPLETED 168,722.11 13,627,332.32 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 11,000.00 -100,000.00 TOTAL 179,722.11 13,527,332.32 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 11/08/18 150 04/07/19 04/02/19 01/04/21 127 303 -19 0 96% 97% PROGRESS IS SATISFACTORY GRANADOS, ANTHONY/OE:DEBRA B RESIDENT ENGINEER PROGRAM CAS145 DATE 12/28/20