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 05/06/20 EST. NO. 011 TIME 02:31 PM R.E. NAME: MANDHIR GREWAL 02-3E7404 --------------------------------------------------------------------------- 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 0015-1 -11,256.66 E.W. @ U.P (+) 111919 N 38 0 DAO CORRECTING ENTRY 0017 11,256.66 111919 N 38-1 0 0.00 TOTAL THIS ESTIMATE 273,112.14 TOTAL PREVIOUS ESTIMATE 273,112.14 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 05/06/20 EST. NO. 011 TIME 02:31 PM R.E. NAME: MANDHIR GREWAL 02-3E7404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM4401 2018 -10,000.00 009 MISSING CEM4401 2019 -10,000.00 009 RCVD CEM 4401 2018 10,000.00 010 RCVD CEM 4401 2019 10,000.00 010 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM 2402 -10,000.00 009 RCVD CEM 2402 10,000.00 011 10,000.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/19 -4,000.00 004 RTN DEDUCT 7/19 4,000.00 006 PER LTTR DATED 10/19 -1,000.00 007 PER LTTR DATED 1/20 -10,000.00 009 RELEASE 11/19 DEDCUT 1,000.00 009 RCVD CERT.PAYROLL 10,000.00 010 0.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/06/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7404 TIME 02:31 PM ESTIMATE NO. 011 BID OPENING 07/17/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/12/19 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 05/06/20 LOCATION RERUN FINAL ESTIMATE 02-SHA-299-R7.6/18.3 -------------------- TULLIS, INC. IN SHASTA COUNTY AT AND NEAR SHASTA PO BOX 493416 FROM 0.5 MILE WEST OF CRYSTAL CREEK REDDING CA 960019604 ROAD TO TRINITY ALLEY. FED. AID NO. B1NH-P299(202)E PAVEMENT PRESERVATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 750.0000 750.00 1.000 750 002 CONSTRUCTION AREA SIGNS LS 5,800.0000 5,800.00 1.000 5,800 003 TRAFFIC CONTROL SYSTEM LS 617,250.0000 617,250.00 1.000 617,250 004 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 7,200.0000 7,200.00 1.000 7,200 005 JOB SITE MANAGEMENT LS 3,000.0000 3,000.00 1.000 3,000 006 PREPARE WATER POLLUTION CONTROL PROGRAM LS 750.0000 750.00 1.000 750 007 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 3,625.00 27.000 3,375 008 TEMPORARY CONCRETE WASHOUT LS 3,000.0000 3,000.00 1.000 3,000 009 TREATED WOOD WASTE LB 0.0900 33,300.00 61,420.000 5,527 010 TEMPORARY HIGH-VISIBILITY FENCE LF 3.5000 25,060.00 7,000.000 24,500 011 CLEARING AND GRUBBING (LS) LS 36,000.0000 36,000.00 1.000 36,000 012 ROADWAY EXCAVATION CY 60.0000 78,600.00 1,310.000 78,600 013 ROCK EXCAVATION CY 70.0000 140,700.00 2,040.000 142,800 014 SHOULDER BACKING TON 75.0000 92,250.00 5,399.290 404,946 015 BONDED FIBER MATRIX (SQFT) SQFT 0.1500 29,250.00 195,000.000 29,250 016 FULL DEPTH RECLAMATION-FOAMED ASPHALT SQYD 10.2500 760,550.00 77,809.990 797,552 017 ASPHALTIC EMULSION (FULL DEPTH TON 600.0000 46,800.00 47.810 28,686 RECLAMATION-FOAMED ASPHALT) 018 ASPHALT BINDER (FULL DEPTH TON 650.0000 780,000.00 1,215.970 790,380 RECLAMATION-FOAMED ASPHALT) 019 CEMENT (FULL DEPTH RECLAMATION-FOAMED TON 195.0000 150,150.00 795.880 155,196 ASPHALT) 020 MIX DESIGN (FULL DEPTH LS 55,000.0000 55,000.00 1.000 55,000 RECLAMATION-FOAMED ASPHALT) 021 SAND COVER (SEAL) TON 550.0000 30,800.00 57.800 31,790 022 PRECOATED SCREENINGS TON 135.0000 369,900.00 2,953.120 398,671 PROGRAM CAS145 PAGE 2 DATE 05/06/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7404 TIME 02:31 PM ESTIMATE NO. 011 BID OPENING 07/17/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/12/19 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 05/06/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PREPAVING INERTIAL PROFILER LS 1,850.0000 1,850.00 1.000 1,850 024 REPLACE ASPHALT CONCRETE SURFACING CY 575.0000 264,500.00 1,100.000 632,500 025 HOT MIX ASPHALT (TYPE A) TON 98.0000 1,911,000.00 20,451.340 2,004,231 026 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 112.0000 3,326,400.00 27,472.860 3,076,960 027 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 115.0000 633,650.00 5,333.830 613,390 (OPEN GRADED FRICTION COURSE) 028 DATA CORE LS 2,500.0000 2,500.00 1.000 2,500 029 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.2500 11,850.00 10,565.000 13,206 030 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2500 387.50 356.000 445 031 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2500 10,312.50 8,163.500 10,204 032 PLACE HOT MIX ASPHALT SQYD 18.0000 114,300.00 6,350.000 114,300 (MISCELLANEOUS AREA) 033 TACK COAT TON 550.0000 39,600.00 93.790 51,584 034 REMOVE ASPHALT CONCRETE DIKE LF 6.0000 51,300.00 8,109.000 48,654 035 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 498,000.00 165,663.520 496,990 036 STRUCTURAL CONCRETE, HEADWALL CY 3,034.0000 28,519.60 9.400 28,519 (F) 037 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,531.0000 22,046.40 14.400 22,046 (F) 038 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 1,600.00 1.600 1,600 (F) 039 24" ALTERNATIVE PIPE CULVERT LF 315.0000 166,950.00 528.700 166,540 040 24" PLASTIC PIPE LF 200.0000 200,000.00 991.800 198,360 041 24" REINFORCED CONCRETE PIPE LF 375.0000 11,250.00 34.000 12,750 042 8" CORRUGATED STEEL PIPE (.079" THICK) LF 140.0000 177,800.00 1,268.000 177,520 043 18" CORRUGATED STEEL PIPE (.109" THICK) LF 165.0000 594.00 3.600 594 044 8" ALTERNATIVE PIPE UNDERDRAIN LF 115.0000 1,311,000.00 11,921.000 1,370,915 045 8" ENTRANCE TAPER EA 500.0000 4,000.00 5.000 2,500 046 24" ALTERNATIVE FLARED END SECTION EA 225.0000 900.00 4.000 900 047 REMOVE ENTRANCE TAPER EA 250.0000 2,000.00 5.000 1,250 048 REMOVE CULVERT (LF) LF 25.0000 34,000.00 1,355.900 33,897 049 REMOVE INLET EA 500.0000 2,000.00 4.000 2,000 PROGRAM CAS145 PAGE 3 DATE 05/06/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7404 TIME 02:31 PM ESTIMATE NO. 011 BID OPENING 07/17/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/12/19 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 05/06/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE HEADWALL EA 750.0000 5,250.00 7.000 5,250 051 ADJUST INLET EA 3,000.0000 3,000.00 1.000 3,000 052 SLOPE PAVING (CONCRETE) CY 1,175.0000 4,700.00 4.000 4,700 053 ROCK SLOPE PROTECTION CY 115.0000 6,210.00 54.000 6,210 (1/4 T, CLASS V, METHOD B) (CY) 054 ROCK SLOPE PROTECTION CY 300.0000 3,600.00 12.000 3,600 (300 LB, CLASS IV, METHOD B) (CY) 055 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 12.0000 1,680.00 132.000 1,584 056 MISCELLANEOUS IRON AND STEEL LB 2.0000 2,880.00 1,434.000 2,868 (F) 057 REMOVE PAVEMENT MARKER EA 1.5000 6,390.00 679.000 1,018 058 DELINEATOR (CLASS 2) EA 45.0000 7,650.00 204.000 9,180 059 PAVEMENT MARKER EA 9.5000 40,470.00 4,794.000 45,543 (RETROREFLECTIVE-RECESSED) 060 MILEPOST MARKER EA 45.0000 270.00 6.000 270 061 UNDERDRAIN MARKER EA 45.0000 2,160.00 46.000 2,070 062 MARKER (CULVERT) EA 45.0000 585.00 13.000 585 063 OBJECT MARKER (TYPE P) EA 45.0000 45.00 0.000 0 064 OBJECT MARKER (TYPE L-1) EA 45.0000 3,645.00 35.000 1,575 065 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 400.00 0.000 0 066 REMOVE ROADSIDE SIGN (METAL POST) EA 200.0000 800.00 0.000 0 067 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 360.00 0.000 0 (0.063"-UNFRAMED) 068 ROADSIDE SIGN - ONE POST EA 350.0000 2,100.00 0.000 0 069 ROADSIDE SIGN - TWO POST EA 600.0000 600.00 0.000 0 070 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 880.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 071 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 220.00 0.000 0 072 MIDWEST GUARDRAIL SYSTEM (7' POST) LF 27.0000 761,400.00 10,352.260 279,511 073 CABLE RAILING LF 45.0000 990.00 22.000 990 (F) 074 TRANSITION RAILING (TYPE WB-31) EA 4,000.0000 8,000.00 2.000 8,000 075 ASYMMETRICAL REPLACEMENT ASSEMBLY EA 1,600.0000 6,400.00 4.000 6,400 PROGRAM CAS145 PAGE 4 DATE 05/06/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7404 TIME 02:31 PM ESTIMATE NO. 011 BID OPENING 07/17/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/12/19 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 05/06/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 14,700.00 8.000 5,600 077 INTERMEDIATE ANCHOR ASSEMBLY EA 800.0000 800.00 1.000 800 078 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,100.0000 74,400.00 15.000 46,500 079 END ANCHOR ASSEMBLY (TYPE B) LF 55.0000 25,300.00 387.440 21,309 080 ALTERNATIVE CRASH CUSHION SYSTEM EA 28,500.0000 28,500.00 1.000 28,500 081 CONCRETE BARRIER TRANSITION ANCHOR BLOCK CY 3,500.0000 7,700.00 2.200 7,700 (F) 082 REMOVE GUARDRAIL LF 2.0000 58,600.00 16,931.800 33,863 083 REMOVE CRASH CUSHION (SAND FILLED) EA 1,400.0000 2,800.00 2.000 2,800 084 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 085 THERMOPLASTIC PAVEMENT MARKING SQFT 8.5000 10,710.00 3,583.700 30,461 (ENHANCED WET NIGHT VISIBILITY) 086 MODIFYING EXISTING ELECTRICAL SYSTEM LS 70,670.0000 70,670.00 1.000 70,670 087 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 088 ASPHALT-RUBBER BINDER TON 452.0000 189,840.00 341.790 154,489 089 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 1,314.50 1,792.000 985 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 090 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 17,655.00 19,695.000 10,832 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 091 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9400 367,540.00 5,310.000 4,991.40 229,715.000 215,932 (ENHANCED WET NIGHT VISIBILITY) 092 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.7500 16,087.50 -1,800.000 -4,950.00 7,608.000 20,922 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 5 DATE 05/06/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7404 TIME 02:31 PM ESTIMATE NO. 011 BID OPENING 07/17/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/12/19 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 05/06/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 41.40 13,739,955.83 ADJUSTMENT OF COMPENSATION 0.00 -171,723.19 EXTRA WORK 0.00 444,835.33 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 41.40 14,013,067.97 093 MOBILIZATION LS 1,500,000.0000 1,500,000.00 1.000 1,500,000 ORIGINAL CONTRACT AMOUNT 15,355,347.00 TOTAL WORK COMPLETED 41.40 15,513,067.97 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 10,000.00 0.00 TOTAL 10,041.40 15,513,067.97 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 09/12/18 91 10/01/18 10/01/18 12/12/19 89 208 0 0 100% 100% MANDHIR GREWAL RESIDENT ENGINEER PROGRAM CAS145 DATE 05/06/20