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 08/23/19 EST. NO. 005 TIME 02:02 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 0001 17,522.70 E.W. @ U.P (+) 060719 N 0001.0 0002 12,140.80 062719 N 0003.0 0003 50,419.20 072719 N 0005.0 003 0002 20,000.00 E.W. @ L.S.(+) 081919 N 002 0 004 0001 2,045.82 E.W. @ F.A.(+) 072619 N 0004.0 0002 5,363.61 073019 N 0007.0 0003 2,682.20 073119 N 0008.0 0004 1,584.75 072919 N 0006.0 111,759.08 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 111,759.08 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 08/23/19 EST. NO. 005 TIME 02:02 PM R.E. NAME: MANDHIR GREWAL 02-3E7404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 7/19 -4,000.00 004 0.00 -4,000.00 TOTAL DEDUCTIONS 0.00 -4,000.00 PROGRAM CAS145 PAGE 1 DATE 08/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7404 TIME 02:02 PM ESTIMATE NO. 005 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 08/20/19 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 08/23/19 LOCATION PROGRESS 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 0.670 3,886 003 TRAFFIC CONTROL SYSTEM LS 617,250.0000 617,250.00 0.400 246,900.00 0.700 432,075 004 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 7,200.0000 7,200.00 0.350 2,520.00 0.700 5,040 005 JOB SITE MANAGEMENT LS 3,000.0000 3,000.00 0.250 750.00 0.500 1,500 006 PREPARE WATER POLLUTION CONTROL PROGRAM LS 750.0000 750.00 1.000 750 007 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 3,625.00 10.000 1,250.00 25.000 3,125 008 TEMPORARY CONCRETE WASHOUT LS 3,000.0000 3,000.00 0.500 1,500.00 0.750 2,250 009 TREATED WOOD WASTE LB 0.0900 33,300.00 10,000.000 900.00 20,000.000 1,800 010 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 0.400 14,400.00 0.700 25,200 012 ROADWAY EXCAVATION CY 60.0000 78,600.00 1,310.000 78,600 013 ROCK EXCAVATION CY 70.0000 140,700.00 2,010.000 140,700 014 SHOULDER BACKING TON 75.0000 92,250.00 1,683.190 126,239.25 1,683.190 126,239 015 BONDED FIBER MATRIX (SQFT) SQFT 0.1500 29,250.00 0.000 0 016 FULL DEPTH RECLAMATION-FOAMED ASPHALT SQYD 10.2500 760,550.00 49,209.430 504,396 017 ASPHALTIC EMULSION (FULL DEPTH TON 600.0000 46,800.00 35.000 21,000.00 40.000 24,000 RECLAMATION-FOAMED ASPHALT) 018 ASPHALT BINDER (FULL DEPTH TON 650.0000 780,000.00 780.290 507,188 RECLAMATION-FOAMED ASPHALT) 019 CEMENT (FULL DEPTH RECLAMATION-FOAMED TON 195.0000 150,150.00 502.960 98,077 ASPHALT) 020 MIX DESIGN (FULL DEPTH LS 55,000.0000 55,000.00 0.000 0 RECLAMATION-FOAMED ASPHALT) 021 SAND COVER (SEAL) TON 550.0000 30,800.00 37.000 20,350 022 PRECOATED SCREENINGS TON 135.0000 369,900.00 1,172.700 158,314.50 1,172.700 158,314 PROGRAM CAS145 PAGE 2 DATE 08/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7404 TIME 02:02 PM ESTIMATE NO. 005 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 08/20/19 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 08/23/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 024 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 7,001.560 686,152.88 12,274.660 1,202,916 026 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 112.0000 3,326,400.00 13,631.680 1,526,748.16 13,631.680 1,526,748 027 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 115.0000 633,650.00 3,341.070 384,223.05 3,341.070 384,223 (OPEN GRADED FRICTION COURSE) 028 DATA CORE LS 2,500.0000 2,500.00 0.000 0 029 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.2500 11,850.00 0.000 0 030 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2500 387.50 0.000 0 031 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2500 10,312.50 0.000 0 032 PLACE HOT MIX ASPHALT SQYD 18.0000 114,300.00 2,625.000 47,250.00 2,625.000 47,250 (MISCELLANEOUS AREA) 033 TACK COAT TON 550.0000 39,600.00 51.150 28,132.50 70.030 38,516 034 REMOVE ASPHALT CONCRETE DIKE LF 6.0000 51,300.00 5,791.800 34,750 035 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 498,000.00 65,157.220 195,471.66 116,880.220 350,640 036 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 2,500.00 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 1,250.00 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 08/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7404 TIME 02:02 PM ESTIMATE NO. 005 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 08/20/19 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 08/23/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,000.00 1.000 3,000 052 SLOPE PAVING (CONCRETE) CY 1,175.0000 4,700.00 0.000 0 053 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 0.000 0 059 PAVEMENT MARKER EA 9.5000 40,470.00 0.000 0 (RETROREFLECTIVE-RECESSED) 060 MILEPOST MARKER EA 45.0000 270.00 0.000 0 061 UNDERDRAIN MARKER EA 45.0000 2,160.00 0.000 0 062 MARKER (CULVERT) EA 45.0000 585.00 0.000 0 063 OBJECT MARKER (TYPE P) EA 45.0000 45.00 0.000 0 064 OBJECT MARKER (TYPE L-1) EA 45.0000 3,645.00 0.000 0 065 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 2,370.000 63,990.00 2,370.000 63,990 073 CABLE RAILING LF 45.0000 990.00 0.000 0 (F) 074 TRANSITION RAILING (TYPE WB-31) EA 4,000.0000 8,000.00 0.000 0 075 ASYMMETRICAL REPLACEMENT ASSEMBLY EA 1,600.0000 6,400.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 08/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7404 TIME 02:02 PM ESTIMATE NO. 005 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 08/20/19 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 08/23/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 2,800.00 4.000 2,800 077 INTERMEDIATE ANCHOR ASSEMBLY EA 800.0000 800.00 0.000 0 078 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,100.0000 74,400.00 2.000 6,200.00 2.000 6,200 079 END ANCHOR ASSEMBLY (TYPE B) LF 55.0000 25,300.00 212.440 11,684.20 212.440 11,684 080 ALTERNATIVE CRASH CUSHION SYSTEM EA 28,500.0000 28,500.00 1.000 28,500.00 1.000 28,500 081 CONCRETE BARRIER TRANSITION ANCHOR BLOCK CY 3,500.0000 7,700.00 0.000 0 (F) 082 REMOVE GUARDRAIL LF 2.0000 58,600.00 5,789.800 11,579.60 5,789.800 11,579 083 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 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 086 MODIFYING EXISTING ELECTRICAL SYSTEM LS 70,670.0000 70,670.00 0.425 30,034 087 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 088 ASPHALT-RUBBER BINDER TON 452.0000 189,840.00 142.180 64,265.36 142.180 64,265 089 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 1,314.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 090 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 17,655.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 091 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9400 367,540.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 092 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.7500 16,087.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 5 DATE 08/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E7404 TIME 02:02 PM ESTIMATE NO. 005 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 08/20/19 R.E. NAME: MANDHIR GREWAL DATE OF THIS ESTIMATE 08/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,637,521.16 8,641,065.37 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 111,759.08 111,759.08 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,749,280.24 8,752,824.45 093 MOBILIZATION LS 1,500,000.0000 1,500,000.00 0.050 75,000.00 1.000 1,500,000 ORIGINAL CONTRACT AMOUNT 15,355,347.00 TOTAL WORK COMPLETED 3,824,280.24 10,252,824.45 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -4,000.00 TOTAL 3,824,280.24 10,248,824.45 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 09/12/18 91 10/01/18 10/01/18 11/04/19 37 183 0 0 64% 41% PROGRESS IS SATISFACTORY MANDHIR GREWAL RESIDENT ENGINEER PROGRAM CAS145 DATE 08/23/19