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 10/27/14 EST. NO.06 TIME 08:56 AM R.E. NAME: STELHORN, RANDY 03-3F4404 --------------------------------------------------------------------------- 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 10/27/14 EST. NO.06 TIME 08:56 AM R.E. NAME: STELHORN, RANDY 03-3F4404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/27/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F4404 TIME 08:56 AM ESTIMATE NO. 06 BID OPENING 12/17/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: STELHORN, RANDY DATE OF THIS ESTIMATE 10/27/14 LOCATION PROGRESS ESTIMATE 03-PLA-89-T8.6/12.8 ----------------- HANSEN BROS ENTERPRISES IN PLACER COUNTY FROM ROUTE 89/28 P O BOX 1599 JUNCTION IN TAHOE CITY TO 0.5 MILE GRASS VALLEY CA 95945 NORTH OF ALPINE MEADOWS ROAD FED. AID NO. CSTP-P089(108)E INSTALL PIPE AND RAISE PROFILE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,579.0000 3,579.00 0.200 715.80 0.960 3,435 002 CONSTRUCTION AREA SIGNS LS 5,361.0000 5,361.00 0.500 2,680 003 TRAFFIC CONTROL SYSTEM LS 200,637.0000 200,637.00 0.200 40,127.40 0.960 192,611 004 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 22,712.0000 22,712.00 0.200 4,542.40 0.960 21,803 005 JOB SITE MANAGEMENT LS 29,177.0000 29,177.00 0.200 5,835.40 0.960 28,009 006 PREPARE WATER POLLUTION CONTROL PROGRAM LS 17,897.0000 17,897.00 0.750 13,422 007 TEMPORARY COVER SQYD 16.8000 18,312.00 822.000 13,809.60 822.000 13,809 008 TEMPORARY DRAINAGE INLET PROTECTION EA 480.0000 20,640.00 5.000 2,400.00 44.000 21,120 009 TEMPORARY CLEAR WATER DIVERSION SYSTEM LS 47,823.0000 47,823.00 0.000 0 010 TEMPORARY FIBER ROLL LF 6.4000 4,736.00 720.000 4,608.00 720.000 4,608 011 STREET SWEEPING LS 15,477.0000 15,477.00 0.250 3,869 012 TEMPORARY CONCRETE WASHOUT LS 787.0000 787.00 0.240 188.88 1.000 787 013 TEMPORARY FENCE (TYPE ESA) LF 19.0000 1,786.00 72.000 1,368 014 REMOVE CULVERT (LF) LF 30.5000 1,769.00 0.000 0 015 ADJUST INLET EA 2,700.0000 70,200.00 3.000 8,100.00 26.000 70,200 016 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.7600 46,920.00 12,784.100 35,284.12 16,969.100 46,834 017 REMOVE CONCRETE CURB (LF) LF 9.6000 18,048.00 71.000 681.60 1,853.000 17,788 018 REMOVE CONCRETE (CURB AND GUTTER) LF 15.3000 5,049.00 290.000 4,437.00 465.000 7,114 019 REMOVE CONCRETE (GUTTER) LF 14.5000 1,595.00 103.000 1,493 020 CLEARING AND GRUBBING (LS) LS 14,235.0000 14,235.00 0.000 0 021 ROADWAY EXCAVATION CY 50.0000 17,000.00 247.000 12,350.00 326.000 16,300 022 SHOULDER BACKING TON 284.0000 1,136.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 10/27/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F4404 TIME 08:56 AM ESTIMATE NO. 06 BID OPENING 12/17/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: STELHORN, RANDY DATE OF THIS ESTIMATE 10/27/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CONCRETE BACKFILL CY 207.0000 4,347.00 33.100 6,851 (F) 024 DITCH EXCAVATION CY 53.0000 1,113.00 21.000 1,113 025 EROSION CONTROL (DRY SEED) (SQFT) SQFT 1.2000 5,220.00 5,789.000 6,946.80 5,789.000 6,946 026 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 1.4000 1,946.00 3,277.000 4,587.80 3,277.000 4,587 027 STRAW SQFT 0.4000 1,676.00 4,582.000 1,832.80 4,582.000 1,832 028 COMPOST SQFT 3.2000 12,128.00 3,807.000 12,182.40 3,807.000 12,182 029 INCORPORATE MATERIALS SQFT 0.9000 3,411.00 0.000 0 030 CLASS 2 AGGREGATE BASE (CY) CY 59.0000 15,340.00 64.140 3,784.26 149.860 8,841 031 HOT MIX ASPHALT (TYPE A) TON 116.0000 226,200.00 1,249.700 144,965.20 1,772.200 205,575 032 MINOR HOT MIX ASPHALT TON 146.0000 40,880.00 190.950 27,878.70 340.200 49,669 033 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 5.1500 1,030.00 194.600 1,002 (PAVING FABRIC) 034 PLACE HOT MIX ASPHALT SQYD 1,556.0000 778.00 0.000 0 (MISCELLANEOUS AREA) 035 TACK COAT TON 1,641.0000 14,769.00 4.670 7,663.47 4.670 7,663 036 MINOR CONCRETE (MINOR STRUCTURE) CY 3,661.0000 234,304.00 8.510 31,155.11 63.020 230,716 (F) 037 BAR REINFORCING STEEL (EPOXY COATED) LB 2.5000 6,067.50 1,794.000 4,485.00 2,427.000 6,067 (F) 038 CONCRETE BACKFILL (PIPE TRENCH) CY 192.0000 61,248.00 50.750 9,744.00 337.840 64,865 (F) 039 12" PLASTIC PIPE LF 72.0000 22,320.00 314.500 22,644 040 15" PLASTIC PIPE LF 79.0000 214,880.00 397.000 31,363.00 2,713.500 214,366 041 18" PLASTIC PIPE LF 83.0000 14,110.00 31.000 2,573.00 143.000 11,869 042 24" PLASTIC PIPE LF 140.0000 8,120.00 0.000 0 043 12" SLOTTED CORRUGATED STEEL PIPE LF 271.8300 108,732.00 290.000 78,830.70 392.500 106,693 (.079" THICK) 044 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 54.5000 8,175.00 115.000 6,267 045 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 109.0000 7,194.00 66.000 7,194 (F) 046 DRAINAGE INLET MARKER EA 38.0000 2,926.00 77.000 2,926.00 77.000 2,926 047 36" CORRUGATED STEEL PIPE INLET LF 1,412.0000 14,120.00 3.300 4,659.60 10.000 14,120 (.079" THICK) 048 GRATED LINE DRAIN LF 319.0000 8,932.00 27.100 8,644 049 MINOR CONCRETE (CURB) (CY) CY 867.0000 121,380.00 4.450 3,858.15 133.160 115,449 PROGRAM CAS145 PAGE 3 DATE 10/27/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F4404 TIME 08:56 AM ESTIMATE NO. 06 BID OPENING 12/17/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: STELHORN, RANDY DATE OF THIS ESTIMATE 10/27/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MINOR CONCRETE (GUTTER) (CY) CY 870.0000 27,840.00 21.590 18,783.30 31.240 27,178 051 MINOR CONCRETE (CURB AND GUTTER) CY 891.0000 17,820.00 8.910 7,938.81 19.910 17,739 052 MINOR CONCRETE (GUTTER DEPRESSION) CY 904.0000 58,760.00 60.700 54,872.80 60.700 54,872 053 MISCELLANEOUS IRON AND STEEL LB 2.0500 34,148.90 2,127.000 4,360.35 16,419.000 33,658 (F) 054 UNDERDRAIN MARKER EA 60.0000 60.00 0.000 0 055 MARKER (CULVERT) EA 60.0000 360.00 0.000 0 056 8" THERMOPLASTIC TRAFFIC STRIPE LF 16.0000 4,480.00 0.000 0 (RECESSED) 057 4" THERMOPLASTIC TRAFFIC STRIPE LF 16.0000 880.00 0.000 0 (RECESSED, BROKEN 36-12) 058 4" THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 40,550.00 0.000 0 (RECESSED) 059 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.6000 5,772.00 0.000 0 060 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 16.0000 2,080.00 0.000 0 061 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 6,527.0000 6,527.00 0.200 1,305.40 0.960 6,265 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 10/27/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F4404 TIME 08:56 AM ESTIMATE NO. 06 BID OPENING 12/17/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: STELHORN, RANDY DATE OF THIS ESTIMATE 10/27/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 599,776.85 1,725,063.90 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 599,776.85 1,725,063.90 062 MOBILIZATION LS 54,499.6000 54,499.60 1.000 54,499 ORIGINAL CONTRACT AMOUNT 1,980,000.00 TOTAL WORK COMPLETED 599,776.85 1,779,563.50 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 599,776.85 1,779,563.50 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 01/31/14 80 02/18/14 02/18/14 10/23/14 88 82 11 0 85% 97% PROGRESS IS SATISFACTORY STELHORN, RANDY RESIDENT ENGINEER PROGRAM CAS145 DATE 10/27/14