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 10/22/20 EST. NO. 002 TIME 12:40 PM R.E. NAME: GARY LEVINE 11-418204 --------------------------------------------------------------------------- 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 10/22/20 EST. NO. 002 TIME 12:40 PM R.E. NAME: GARY LEVINE 11-418204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-418204 TIME 12:40 PM ESTIMATE NO. 002 BID OPENING 04/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: GARY LEVINE DATE OF THIS ESTIMATE 10/22/20 LOCATION PROGRESS ESTIMATE 11-SD-78-38.9/46.8 ----------------- HANSON AGGREGATES PACIFIC IN SAN DIEGO COUNTY NEAR RAMONA SOUTHWEST LLC. DBA ATP GENERAL FROM 3.4 MILES EAST OF ROUTE 67 TO ENGINEERING CONTRAC 4.3 MILES WEST OF ROUTE 79. 4211 PONDEROSA AVENUE, STE C; SAN DIEGO CA 92123 FED. AID NO. N O N E CULVERT REHABILITATION. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,750.0000 122,500.00 21.000 36,750.00 30.000 52,500 003 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.349 5,235.00 0.800 12,000 004 TRAFFIC CONTROL SYSTEM LS 215,182.0000 215,182.00 0.298 64,124.24 0.428 92,097 005 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 5,000.0000 10,000.00 0.257 1,285 006 JOB SITE MANAGEMENT LS 7,500.0000 7,500.00 0.298 2,235.00 0.428 3,210 007 PREPARE WATER POLLUTION CONTROL PROGRAM LS 2,500.0000 2,500.00 0.750 1,875 008 TEMPORARY CONCRETE WASHOUT LS 7,500.0000 7,500.00 0.400 3,000.00 0.700 5,250 009 MANAGE SOLID WASTE GENERATED BY HR 350.0000 9,800.00 4.000 1,400 THE PUBLIC 010 TEMPORARY PROTECTION FENCE (ROPE) LF 32.0000 12,160.00 124.000 3,968.00 238.000 7,616 011 CLEARING AND GRUBBING (LS) LS 10,000.0000 10,000.00 0.300 3,000 012 IMPORTED BORROW (CY) CY 90.0000 23,400.00 208.710 18,783.90 248.100 22,329 013 COMPOST SOCK LF 9.8500 18,124.00 899.000 8,855.15 899.000 8,855 014 HYDROSEED SQFT 0.1200 2,700.00 12,490.000 1,498.80 12,490.000 1,498 015 COMPOST (CY) CY 110.0000 3,850.00 19.250 2,117.50 19.250 2,117 016 INCORPORATE MATERIALS SQFT 0.2100 4,725.00 0.000 0 017 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,000.0000 3,200.00 0.000 0 018 HOT MIX ASPHALT (TYPE A) TON 155.0000 48,050.00 52.040 8,066.20 52.040 8,066 019 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 95.0000 916,750.00 0.000 0 020 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.5000 11,100.00 0.000 0 021 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.5000 2,400.00 0.000 0 022 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.5000 1,725.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-418204 TIME 12:40 PM ESTIMATE NO. 002 BID OPENING 04/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: GARY LEVINE DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TACK COAT TON 1,250.0000 21,250.00 0.000 0 024 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 12,160.00 0.000 0 025 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 11.5000 53,130.00 0.000 0 026 STRUCTURAL CONCRETE, HEADWALL CY 2,825.0000 31,075.00 5.610 15,848.25 5.610 15,848 (F) 027 STRESS REDUCING SLAB CY 382.0000 37,436.00 69.210 26,438.22 79.710 30,449 (F) 028 24" REINFORCED CONCRETE PIPE LF 375.0000 17,250.00 0.000 0 029 30" REINFORCED CONCRETE PIPE LF 425.0000 27,625.00 65.000 27,625 030 36" REINFORCED CONCRETE PIPE LF 596.0000 33,376.00 56.000 33,376.00 56.000 33,376 031 14" X 23" OVAL SHAPED REINFORCED LF 412.0000 19,364.00 0.800 329.60 47.000 19,364 CONCRETE PIPE 032 24" X 38" OVAL SHAPED REINFORCED LF 472.0000 51,920.00 110.000 51,920.00 110.000 51,920 CONCRETE PIPE 033 34" X 53" OVAL SHAPED REINFORCED LF 665.0000 31,255.00 47.000 31,255.00 47.000 31,255 CONCRETE PIPE 034 14" X 23" OVAL SHAPED CONCRETE FLARED EA 4,985.0000 4,985.00 1.000 4,985 END SECTION 035 24" CONCRETE FLARED END SECTION EA 2,750.0000 2,750.00 0.000 0 036 24" X 38" OVAL SHAPED CONCRETE FLARED EA 5,060.0000 10,120.00 2.000 10,120.00 2.000 10,120 END SECTION 037 30" CONCRETE FLARED END SECTION EA 3,195.0000 3,195.00 1.000 3,195 038 34" X 53" OVAL SHAPED CONCRETE FLARED EA 6,230.0000 6,230.00 1.000 6,230.00 1.000 6,230 END SECTION 039 36" CONCRETE FLARED END SECTION EA 7,760.0000 7,760.00 1.000 7,760.00 1.000 7,760 040 ABANDON CULVERT (EA) EA 2,750.0000 2,750.00 1.000 2,750 041 REMOVE CULVERT (LF) LF 254.0000 21,590.00 46.400 11,785.60 55.300 14,046 042 REMOVE HEADWALL EA 1,475.0000 10,325.00 8.000 11,800.00 10.000 14,750 043 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 500.0000 1,000.00 2.000 1,000.00 2.000 1,000 044 REMOVE ROCK SLOPE PROTECTION CY 81.0000 1,701.00 36.000 2,916.00 36.000 2,916 045 ROCK SLOPE PROTECTION CY 315.0000 13,545.00 0.000 0 (1/4 T, CLASS V, METHOD B) (CY) 046 ROCK SLOPE PROTECTION CY 365.0000 1,095.00 0.000 0 (20 LB, CLASS I, METHOD B) (CY) 047 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 35.0000 560.00 0.000 0 048 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 8.0000 960.00 0.000 0 049 TEMPORARY FENCE (TYPE CL-6) LF 34.0000 24,480.00 567.000 19,278.00 667.000 22,678 PROGRAM CAS145 PAGE 3 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-418204 TIME 12:40 PM ESTIMATE NO. 002 BID OPENING 04/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: GARY LEVINE DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE FENCE (TYPE BW) LF 13.0000 3,250.00 314.000 4,082.00 314.000 4,082 051 REMOVE FENCE (TYPE WM) LF 14.0000 4,340.00 160.000 2,240.00 244.000 3,416 052 PAVEMENT MARKER (RETROREFLECTIVE) EA 1.7500 4,375.00 0.000 0 053 MARKER (CULVERT) EA 120.0000 1,680.00 0.000 0 054 CABLE RAILING LF 195.0000 7,995.00 0.000 0 (F) 055 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 455.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 056 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5800 71,340.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 057 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 12,300.00 0.000 0 058 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 260.00 0.000 0 059 12" RUMBLE STRIP STA 45.0000 13,950.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 060 CONTRAST STRIPE PAINT (1-COAT) LF 0.1000 3,080.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-418204 TIME 12:40 PM ESTIMATE NO. 002 BID OPENING 04/30/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: GARY LEVINE DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 391,012.46 531,866.22 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 391,012.46 531,866.22 061 MOBILIZATION LS 190,000.0000 190,000.00 0.450 85,500.00 0.950 180,500 ORIGINAL CONTRACT AMOUNT 2,211,078.00 TOTAL WORK COMPLETED 476,512.46 712,366.22 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 476,512.46 712,366.22 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 06/26/20 70 08/20/20 09/08/20 12/18/20 30 12 0 0 31% 43% PROGRESS IS SATISFACTORY GARY LEVINE RESIDENT ENGINEER PROGRAM CAS145 DATE 10/22/20