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 07/21/21 EST. NO. 006 TIME 04:27 PM R.E. NAME: AMADI, PATRICIA 07-337604 --------------------------------------------------------------------------- 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 07/21/21 EST. NO. 006 TIME 04:27 PM R.E. NAME: AMADI, PATRICIA 07-337604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-337604 TIME 04:27 PM ESTIMATE NO. 006 BID OPENING 10/06/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/21 R.E. NAME: AMADI, PATRICIA DATE OF THIS ESTIMATE 07/21/21 LOCATION PROGRESS ESTIMATE 07-LA-14-28.9/29.2 ----------------- SEMA CONSTRUCTION, INC. IN THE CITY OF SANTA CLARITA, NEAR 42690 RIO NEDO STE. G; SOUTHBOUND OFFRAMP TO SIERRA TEMECULA CA 92590 HIGHWAY FED. AID NO. N O N E REPLACE DAMAGED DRAINAGE SYSTEM ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 TIME-RELATED OVERHEAD (WDAY) WDAY 1,827.5800 456,895.00 9.000 16,448.22 100.000 182,758 002 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 12,000.00 1.000 2,000 MEETING 003 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 004 CONSTRUCTION AREA SIGNS LS 21,722.9300 21,722.93 0.500 10,861 005 TRAFFIC CONTROL SYSTEM LS 139,099.8600 139,099.86 0.036 5,007.59 0.396 55,083 006 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.5500 20,150.00 0.000 0 007 CHANNELIZER (SURFACE MOUNTED) EA 44.6700 7,147.20 45.000 2,010 008 PORTABLE RADAR SPEED FEEDBACK SIGN EA 997.5800 9,975.80 0.000 0 SYSTEM DAY 009 TEMPORARY PAVEMENT MARKER EA 5.1500 824.00 0.000 0 010 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 24,530.3100 49,060.62 2.000 49,060 011 TEMPORARY RAILING (TYPE K) LF 24.5500 231,752.00 3,120.000 76,596 012 TEMPORARY CRASH CUSHION MODULE EA 243.6800 29,241.60 28.000 6,823 013 TEMPORARY RADAR SPEED FEEDBACK EA 8,528.7500 17,057.50 2.000 17,057 SIGN SYSTEM 014 JOB SITE MANAGEMENT LS 50,934.7500 50,934.75 0.036 1,833.65 0.386 19,660 015 PREPARE WATER POLLUTION CONTROL PROGRAM LS 812.2600 812.26 0.036 29.24 0.386 313 016 TEMPORARY MULCH SQYD 5.8500 9,945.00 0.000 0 017 TEMPORARY DRAINAGE INLET PROTECTION EA 393.3000 3,933.00 10.000 3,933 018 TEMPORARY FIBER ROLL LF 6.2800 2,512.00 100.000 628 019 STREET SWEEPING LS 36,441.4300 36,441.43 0.036 1,311.89 0.386 14,066 020 TEMPORARY CONCRETE WASHOUT LS 5,504.7800 5,504.78 0.100 550 021 HEALTH AND SAFETY PLAN LS 989.9500 989.95 1.000 989 022 DEPARTMENT GENERATED CONTAMINATED SOIL CY 116.1800 972,426.60 3,224.110 374,577 PROGRAM CAS145 PAGE 2 DATE 07/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-337604 TIME 04:27 PM ESTIMATE NO. 006 BID OPENING 10/06/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/21 R.E. NAME: AMADI, PATRICIA DATE OF THIS ESTIMATE 07/21/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 IMPORTED BORROW (CY) CY 32.6100 212,943.30 1,247.540 40,682 024 ROADSIDE CLEARING LS 42,906.1700 42,906.17 0.500 21,453 025 HYDROMULCH SQFT 0.0300 1,944.00 0.000 0 026 HYDROSEED SQFT 0.0200 1,296.00 0.000 0 027 PERMANENT EROSION CONTROL ESTABLISHMENT LS 4,869.4300 4,869.43 0.000 0 WORK 028 CLASS 3 AGGREGATE BASE (CY) CY 110.4500 51,911.50 195.000 21,537 029 LEAN CONCRETE BASE RAPID SETTING CY 324.9200 84,479.20 0.000 0 030 HOT MIX ASPHALT (TYPE A) TON 195.6900 113,500.20 0.000 0 031 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.1900 7,815.50 0.000 0 032 TACK COAT TON 682.6500 1,365.30 0.000 0 033 REMOVE ASPHALT CONCRETE DIKE LF 5.4500 12,371.50 1,448.000 7,891 034 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,207.2301 163,776.47 0.000 0 (F) 035 MINOR CONCRETE (MINOR STRUCTURE) CY 3,673.8302 46,290.26 12.600 46,290 (F) 036 24" REINFORCED CONCRETE PIPE LF 134.7200 56,582.40 296.000 39,877 037 30" REINFORCED CONCRETE PIPE LF 170.6800 25,602.00 147.000 25,089 038 36" REINFORCED CONCRETE PIPE LF 180.1900 189,199.50 399.000 71,895 039 42" REINFORCED CONCRETE PIPE LF 191.4600 118,705.20 256.000 49,013 040 48" REINFORCED CONCRETE PIPE LF 217.4400 93,499.20 0.000 0 041 24" CORRUGATED STEEL PIPE (.079" THICK) LF 321.3000 212,058.00 0.000 0 042 3" SLOTTED PLASTIC PIPE UNDERDRAIN LF 228.1000 912.40 0.000 0 043 3" PLASTIC PIPE (EDGE DRAIN) LF 47.5900 14,752.90 0.000 0 044 DRAINAGE INLET MARKER EA 121.4500 2,186.10 0.000 0 045 24" STEEL FLARED END SECTION EA 926.0900 926.09 0.000 0 046 36" PRECAST CONCRETE PIPE INLET LF 682.6700 11,605.39 0.000 0 047 ABANDON CULVERT (LF) LF 43.3200 13,862.40 0.000 0 048 REMOVE PIPE (LF) LF 24.4900 71,265.90 2,221.000 54,392 049 REMOVE INLET EA 1,429.5900 21,443.85 10.000 14,295 PROGRAM CAS145 PAGE 3 DATE 07/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-337604 TIME 04:27 PM ESTIMATE NO. 006 BID OPENING 10/06/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/21 R.E. NAME: AMADI, PATRICIA DATE OF THIS ESTIMATE 07/21/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE FLARED END SECTION (EA) EA 1,202.7200 1,202.72 1.000 1,202 051 CLEANING, INSPECTING, AND PREPARING LF 101.5300 22,336.60 0.000 0 CULVERT (LF) 052 SAND BACKFILL CY 121.6300 17,028.20 0.000 0 053 24" CURED-IN-PLACE PIPELINER LF 203.0700 44,675.40 0.000 0 054 MISCELLANEOUS IRON AND STEEL LB 1.8400 16,339.20 0.000 0 055 REMOVE PAVEMENT MARKER EA 1.0300 190.55 0.000 0 056 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.2500 1,526.25 0.000 0 057 OBJECT MARKER (TYPE P) EA 294.4500 2,355.60 0.000 0 058 CONCRETE BARRIER MARKER EA 23.0500 1,959.25 0.000 0 059 CONCRETE BARRIER (TYPE K) LF 47.1500 66,953.00 0.000 0 060 CONCRETE BARRIER (TYPE 50C) LF 634.8300 17,775.24 0.000 0 061 CONCRETE BARRIER (TYPE 50W MODIFIED) LF 979.3800 39,175.20 0.000 0 062 CONCRETE BARRIER (TYPE 60MC) LF 375.7400 75,148.00 0.000 0 063 REMOVE CONCRETE BARRIER (TYPE K) LF 2.3400 2,620.80 1,120.000 2,620 064 REMOVE CONCRETE BARRIER (TYPE 50) LF 55.5700 22,228.00 400.000 22,228 065 REMOVE CONCRETE BARRIER (TYPE 50C) LF 90.2100 2,525.88 0.000 0 066 REMOVE CONCRETE BARRIER (TYPE 50W LF 81.5800 3,263.20 0.000 0 MODIFIED) 067 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5200 2,542.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 068 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8200 5,961.40 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 069 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4100 3,444.00 0.000 0 070 BUILDING WORK LS 78,737.1600 78,737.16 0.000 0 PROGRAM CAS145 PAGE 4 DATE 07/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-337604 TIME 04:27 PM ESTIMATE NO. 006 BID OPENING 10/06/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/21 R.E. NAME: AMADI, PATRICIA DATE OF THIS ESTIMATE 07/21/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 24,630.59 1,235,440.92 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 24,630.59 1,235,440.92 071 MOBILIZATION LS 355,346.5100 355,346.51 0.950 337,579 ORIGINAL CONTRACT AMOUNT 4,441,831.40 TOTAL WORK COMPLETED 24,630.59 1,573,020.10 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 24,630.59 1,573,020.10 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 11/05/20 250 02/03/21 11/20/20 03/03/22 95 68 0 0 35% 38% PROGRESS IS SATISFACTORY AMADI, PATRICIA RESIDENT ENGINEER PROGRAM CAS145 DATE 07/21/21