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 09/21/12 EST. NO.01 TIME 10:58 AM R.E. NAME: KRAFT, DAN 01-3986A4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 033 0001 37,300.00 A.C. @ L.S.(+) 091712 N 1 0 37,300.00 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 37,300.00 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 09/21/12 EST. NO.01 TIME 10:58 AM R.E. NAME: KRAFT, DAN 01-3986A4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING BASELINE CPM -10,000.00 01 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 09/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3986A4 TIME 10:58 AM ESTIMATE NO. 01 BID OPENING 12/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/12 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 09/21/12 LOCATION PROGRESS ESTIMATE 01-LAK-53-2.8/7.5 ----------------- TEICHERT CONSTRUCTION IN LAKE COUNTY IN AND NEAR 4401 DULUTH AVENUE CLEARLAKE FROM 0.1 MILE SOUTH OF ROSEVILLE, CA 95678 40TH AVENUE/LAKESHORE DRIVE TO ROUTE 20/53 JUNCTION FED. AID NO. NH-P053(24)3 WIDEN ROADWAY WITH HMA OVER AB ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,300.0000 4,300.00 0.000 0.00 002 SMALL BUSINESS UTILIZATION REPORT EA 0.0000 0.00 0.000 0.00 003 TIME-RELATED OVERHEAD WDAY 450.0000 58,950.00 22.000 9,900.00 22.000 9,900.00 004 TEMPORARY FENCE (TYPE ESA) LF 0.0000 0.00 0.000 0.00 005 CONSTRUCTION SITE MANAGEMENT LS 24,750.0000 24,750.00 0.100 2,475.00 0.100 2,475.00 006 PREPARE STORM WATER POLLUTION LS 54,250.0000 54,250.00 0.100 5,425.00 0.100 5,425.00 PREVENTION PLAN 007 TEMPORARY FIBER ROLL LF 3.5200 3,577.73 125.000 440.00 125.000 440.00 008 TEMPORARY SILT FENCE LF 2.4200 28,864.55 1,960.000 4,743.20 1,960.000 4,743.20 009 TEMPORARY GRAVEL BAG BERM LF 9.2000 33,184.40 179.500 1,651.40 179.500 1,651.40 010 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 30,000.00 0.000 0.00 011 TEMPORARY COVER SQYD 2.5000 6,289.25 0.000 0.00 012 TEMPORARY CHECK DAM LF 5.1200 2,845.18 0.000 0.00 013 MOVE-IN/MOVE-OUT EA 1,000.0000 3,000.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 215.0000 6,020.00 0.000 0.00 015 STREET SWEEPING LS 56,550.0000 56,550.00 0.130 7,351.50 0.130 7,351.50 016 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 3,906.0000 3,906.00 0.130 507.78 0.130 507.78 017 TEMPORARY TACKED STRAW SQYD 0.0000 0.00 0.000 0.00 018 RAIN EVENT ACTION PLAN EA 500.0000 28,500.00 0.000 0.00 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0.00 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 550.0000 11,550.00 0.000 0.00 021 CONSTRUCTION AREA SIGNS LS 2,200.0000 2,200.00 0.000 0.00 022 TRAFFIC CONTROL SYSTEM LS 520,000.0000 520,000.00 0.100 52,000.00 0.100 52,000.00 PROGRAM CAS145 PAGE 2 DATE 09/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3986A4 TIME 10:58 AM ESTIMATE NO. 01 BID OPENING 12/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/12 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 09/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 PORTABLE CHANGEABLE MESSAGE SIGN LS 19,140.0000 19,140.00 0.130 2,488.20 0.130 2,488.20 024 CONTRACTOR SUPPLIED BIOLOGIST (DAY) WDAY 0.0000 0.00 0.000 0.00 025 NATURAL RESOURCE PROTECTION PLAN LS 0.0000 0.00 0.000 0.00 026 ABANDON CULVERT LF 18.0000 4,698.00 160.000 2,880.00 160.000 2,880.00 027 REMOVE CHAIN LINK FENCE LF 5.0000 1,225.00 0.000 0.00 028 REMOVE METAL BEAM GUARD RAILING LF 10.0000 1,100.00 0.000 0.00 029 REMOVE FLARED END SECTION EA 155.0000 310.00 2.000 310.00 2.000 310.00 030 REMOVE ROADSIDE SIGN EA 140.0000 3,220.00 0.000 0.00 031 REMOVE ROADSIDE SIGN PANEL EA 75.0000 900.00 0.000 0.00 032 REMOVE SIGN STRUCTURE EA 2,800.0000 2,800.00 0.000 0.00 033 REMOVE STREAM GAGE EA 0.0000 0.00 0.000 0.00 034 REMOVE CULVERT LF 14.0000 560.00 54.000 756.00 54.000 756.00 035 REMOVE INLET EA 600.0000 1,800.00 0.000 0.00 036 REMOVE HEADWALL EA 1,000.0000 6,000.00 6.000 6,000.00 6.000 6,000.00 037 REMOVE WINGWALL EA 850.0000 8,500.00 10.000 8,500.00 10.000 8,500.00 038 RECONSTRUCT MAILBOX EA 400.0000 400.00 0.000 0.00 039 RESET ROADSIDE SIGN EA 350.0000 4,200.00 0.000 0.00 040 ADJUST INLET EA 1,000.0000 4,000.00 0.000 0.00 041 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.8500 92,650.00 0.000 0.00 042 CONCRETE INVERT PAVING CY 1,750.0000 8,050.00 0.000 0.00 043 HDPE PLASTIC PIPELINER (16" OD SDR 32.5) LF 0.0000 0.00 0.000 0.00 044 HDPE PLASTIC PIPELINER (22" OD SDR 32.5) LF 0.0000 0.00 0.000 0.00 045 HDPE PLASTIC PIPELINER (28" OD SDR 32.5) LF 0.0000 0.00 0.000 0.00 046 CLEARING AND GRUBBING LS 121,500.0000 121,500.00 0.970 117,855.00 0.970 117,855.00 047 ROADWAY EXCAVATION CY 19.0000 1,196,164.00 21,273.000 404,187.00 21,273.000 404,187.00 048 LEAD COMPLIANCE PLAN LS 1,625.0000 1,625.00 0.000 0.00 049 SAND BACKFILL CY 130.0000 9,490.00 23.660 3,075.80 23.660 3,075.80 PROGRAM CAS145 PAGE 3 DATE 09/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3986A4 TIME 10:58 AM ESTIMATE NO. 01 BID OPENING 12/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/12 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 09/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 DITCH EXCAVATION CY 8.0000 2,624.00 0.000 0.00 051 EROSION CONTROL (COMPOST BLANKET) CY 50.0000 122,500.00 0.000 0.00 052 FIBER ROLLS LF 3.5000 168,885.50 0.000 0.00 053 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 3,000.00 0.000 0.00 054 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1100 138,994.28 0.000 0.00 055 ROLLED EROSION CONTROL PRODUCT SQFT 0.6600 30,518.40 0.000 0.00 (BLANKET) 056 CLASS 2 AGGREGATE BASE CY 37.0000 1,443,000.00 0.000 0.00 057 CRACK TREATMENT LNMI 4,000.0000 32,000.00 0.000 0.00 058 REPLACE ASPHALT CONCRETE SURFACING CY 240.0000 705,600.00 0.000 0.00 059 HOT MIX ASPHALT TON 103.0000 2,781,000.00 0.000 0.00 060 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 95.0000 1,197,000.00 0.000 0.00 061 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 114.0000 924,540.00 0.000 0.00 062 CENTERLINE RUMBLE STRIP STA 22.0000 5,720.00 0.000 0.00 (HMA, GROUND-IN INDENTATIONS) 063 SHOULDER RUMBLE STRIP STA 22.0000 10,120.00 0.000 0.00 (HMA,GROUND-IN INDENTATIONS) 064 DATA CORE LS 5,000.0000 5,000.00 0.000 0.00 065 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.1500 20,585.00 0.000 0.00 066 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.1500 7,268.00 0.000 0.00 067 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.1500 1,000.50 0.000 0.00 068 PLACE HOT MIX ASPHALT SQYD 64.0000 7,040.00 0.000 0.00 (MISCELLANEOUS AREA) 069 TACK COAT TON 2,500.0000 80,000.00 0.000 0.00 070 STRUCTURAL CONCRETE, BOX CULVERT CY 750.0000 82,500.00 65.000 48,750.00 65.000 48,750.00 071 PRECAST CONCRETE BOX CULVERT (6'X4') LF 610.0000 73,200.00 120.000 73,200.00 120.000 73,200.00 072 PRECAST CONCRETE BOX CULVERT (10'X10') LF 1,150.0000 98,900.00 0.000 0.00 073 MINOR CONCRETE (MINOR STRUCTURE) CY 1,599.8779 209,744.00 0.000 0.00 (F) 074 BAR REINFORCING STEEL LB 1.0000 11,960.00 11,040.000 11,040.00 11,040.000 11,040.00 (F) 075 FURNISH SIGN STRUCTURE (TRUSS) LB 5.0000 48,085.00 0.000 0.00 (F) 076 INSTALL SIGN STRUCTURE (TRUSS) LB 1.0000 9,617.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 4 DATE 09/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3986A4 TIME 10:58 AM ESTIMATE NO. 01 BID OPENING 12/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/12 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 09/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.5000 3,523.50 0.000 0.00 (0.063"-UNFRAMED) 078 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 1,729.00 0.000 0.00 (0.080"-UNFRAMED) 079 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 1,675.00 0.000 0.00 (0.063"-FRAMED) 080 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.0000 1,365.00 0.000 0.00 (0.080"-FRAMED) 081 48" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 3,000.0000 60,000.00 0.000 0.00 (SIGN FOUNDATION) 082 ROADSIDE SIGN - ONE POST EA 400.0000 10,400.00 0.000 0.00 083 ROADSIDE SIGN - TWO POST EA 550.0000 5,500.00 0.000 0.00 084 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 900.00 0.000 0.00 METHOD) 085 18" ALTERNATIVE PIPE CULVERT LF 125.0000 8,125.00 5.000 625.00 5.000 625.00 086 24" ALTERNATIVE PIPE CULVERT LF 165.0000 2,970.00 0.000 0.00 087 36" ALTERNATIVE PIPE CULVERT LF 0.0000 0.00 0.000 0.00 088 42" ALTERNATIVE PIPE CULVERT LF 175.0000 5,425.00 0.000 0.00 089 54" REINFORCED CONCRETE PIPE LF 0.0000 0.00 0.000 0.00 090 12" CORRUGATED STEEL PIPE (.079" THICK) LF 0.0000 0.00 0.000 0.00 091 30" CORRUGATED STEEL PIPE INLET LF 0.0000 0.00 0.000 0.00 (.109" THICK) 092 18" ALTERNATIVE FLARED END SECTION EA 135.0000 810.00 1.000 135.00 1.000 135.00 093 24" ALTERNATIVE FLARED END SECTION EA 135.0000 945.00 4.000 540.00 4.000 540.00 094 30" ALTERNATIVE FLARED END SECTION EA 0.0000 0.00 0.000 0.00 095 36" ALTERNATIVE FLARED END SECTION EA 0.0000 0.00 0.000 0.00 096 42" ALTERNATIVE FLARED END SECTION EA 1,100.0000 2,200.00 0.000 0.00 097 MINOR CONCRETE (BACKFILL) CY 110.0000 8,250.00 5.300 583.00 5.300 583.00 098 ROCK SLOPE PROTECTION CY 79.0000 23,700.00 0.000 0.00 (1/4 TON, METHOD B) 099 ROCK SLOPE PROTECTION CY 129.0000 16,927.38 5.600 722.40 5.600 722.40 (BACKING NO. 1, METHOD B) 100 ROCK SLOPE PROTECTION CY 78.0000 19,468.80 0.000 0.00 (BACKING NO. 2, METHOD B) 101 ROCK SLOPE PROTECTION FABRIC SQYD 5.5000 7,370.00 11.000 60.50 11.000 60.50 102 MINOR CONCRETE (MISCELLANEOUS CY 1,500.0000 5,550.00 0.000 0.00 CONSTRUCTION) 103 MISCELLANEOUS IRON AND STEEL LB 2.2500 9,906.75 0.000 0.00 (F) PROGRAM CAS145 PAGE 5 DATE 09/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3986A4 TIME 10:58 AM ESTIMATE NO. 01 BID OPENING 12/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/12 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 09/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 CHAIN LINK FENCE (TYPE CL-6) LF 20.0000 12,200.00 0.000 0.00 105 DELINEATOR (CLASS 1) EA 45.0000 3,420.00 0.000 0.00 106 MILEPOST MARKER EA 45.0000 810.00 0.000 0.00 107 MARKER (CULVERT) EA 45.0000 2,970.00 0.000 0.00 108 OBJECT MARKER EA 45.0000 450.00 0.000 0.00 109 METAL BEAM GUARD RAILING LF 24.0000 18,240.00 0.000 0.00 110 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 18,150.00 0.000 0.00 111 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 0.000 0.00 112 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 14,000.00 0.000 0.00 113 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 28,980.00 0.000 0.00 114 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 2,376.00 0.000 0.00 115 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 11,310.00 0.000 0.00 116 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 76.00 0.000 0.00 (BROKEN 12-3) 117 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 3,820.00 0.000 0.00 (BROKEN 36-12) 118 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 3,420.00 0.000 0.00 (RECESSED) (BROKEN 17-7) 119 PAVEMENT MARKER (NON-REFLECTIVE- EA 6.0000 2,460.00 0.000 0.00 RECESSED) 120 PAVEMENT MARKER EA 6.0000 15,900.00 0.000 0.00 (RETROREFLECTIVE-RECESSED) 121 SIGNAL AND LIGHTING LS 54,560.0000 54,560.00 0.000 0.00 122 HIGHWAY LIGHTING LS 90,240.0000 90,240.00 0.000 0.00 123 RELOCATE HIGHWAY ADVISORY RADIO SYSTEM LS 3,395.0000 3,395.00 0.000 0.00 124 RELOCATE CHANGEABLE MESSAGE SIGN SYSTEM LS 13,000.0000 13,000.00 0.000 0.00 125 MODIFY TRAFFIC MONITORING STATION LS 6,000.0000 6,000.00 0.000 0.00 (COUNT) 126 RELOCATE CLOSED CIRCUIT TELEVISION LS 4,000.0000 4,000.00 0.000 0.00 SYSTEM 127 MODIFY SIGNAL AND LIGHTING LS 48,000.0000 48,000.00 0.000 0.00 128 SALVAGE FLASHING BEACON LS 1,750.0000 1,750.00 0.000 0.00 129 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 130 TEMPORARY RAILING (TYPE K) LF 40.0000 6,400.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 09/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3986A4 TIME 10:58 AM ESTIMATE NO. 01 BID OPENING 12/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/12 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 09/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 766,201.78 766,201.78 ADJUSTMENT OF COMPENSATION 37,300.00 37,300.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 803,501.78 803,501.78 131 MOBILIZATION LS 821,000.0000 821,000.00 0.500 410,500.00 0.500 410,500.00 ORIGINAL CONTRACT AMOUNT 11,980,138.23 TOTAL WORK COMPLETED 1,214,001.78 1,214,001.78 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 1,204,001.78 1,204,001.78 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 07/23/12 137 08/15/12 08/15/12 12/01/13 20 3 0 0 10% 15% PROGRESS IS SATISFACTORY KRAFT, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 09/21/12