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 06/20/11 EST. NO.01 TIME 02:25 PM R.E. NAME: KRAFT, DAN 01-3986U4 --------------------------------------------------------------------------- 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 06/20/11 EST. NO.01 TIME 02:25 PM R.E. NAME: KRAFT, DAN 01-3986U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3986U4 TIME 02:25 PM ESTIMATE NO. 01 BID OPENING 12/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/11 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 06/20/11 LOCATION PROGRESS ESTIMATE 01-LAK-53-2.8/7.5 ----------------- SIERRA EQUIPMENT RENTAL INC IN LAKE COUNTY IN AND NEAR 8176 ROAD 44 CLEARLAKE FROM 0.1 MILE SOUTH OF GLENN CA 95943 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.000 0.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,250.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 465.0000 120,900.00 48.000 22,320.00 48.000 22,320.00 04 TEMPORARY FENCE (TYPE ESA) LF 5.0000 11,050.00 839.000 4,195.00 839.000 4,195.00 05 CONSTRUCTION SITE MANAGEMENT LS 20,000.0000 20,000.00 0.050 1,000.00 0.050 1,000.00 06 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.750 3,000.00 0.750 3,000.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL LF 7.0000 46,340.00 0.000 0.00 08 TEMPORARY SILT FENCE LF 4.2500 121,975.00 5,390.000 22,907.50 5,390.000 22,907.50 09 TEMPORARY GRAVEL BAG BERM LF 8.5000 34,595.00 0.000 0.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 26,000.00 0.000 0.00 11 TEMPORARY COVER SQYD 2.5000 10,000.00 0.000 0.00 12 TEMPORARY CHECK DAM LF 6.0000 10,380.00 0.000 0.00 13 MOVE-IN/MOVE-OUT EA 1,500.0000 9,000.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 14 TEMPORARY DRAINAGE INLET PROTECTION EA 370.0000 18,130.00 0.000 0.00 15 STREET SWEEPING LS 50,000.0000 50,000.00 0.070 3,500.00 0.070 3,500.00 16 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,500.0000 2,500.00 0.000 0.00 17 TEMPORARY TACKED STRAW SQYD 0.2300 3,956.00 0.000 0.00 18 RAIN EVENT ACTION PLAN EA 125.0000 8,625.00 0.000 0.00 19 STORM WATER ANNUAL REPORT EA 1,500.0000 4,500.00 0.000 0.00 20 STORM WATER SAMPLING AND ANALYSIS DAY EA 100.0000 2,600.00 0.000 0.00 21 CONSTRUCTION AREA SIGNS LS 3,500.0000 3,500.00 0.750 2,625.00 0.750 2,625.00 22 TRAFFIC CONTROL SYSTEM LS 151,200.0000 151,200.00 0.010 1,512.00 0.010 1,512.00 PROGRAM CAS145 PAGE 2 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3986U4 TIME 02:25 PM ESTIMATE NO. 01 BID OPENING 12/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/11 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.070 3,500.00 0.070 3,500.00 24 CONTRACTOR SUPPLIED BIOLOGIST (DAY) WDAY 700.0000 105,000.00 16.000 11,200.00 16.000 11,200.00 25 NATURAL RESOURCE PROTECTION PLAN LS 6,950.0000 6,950.00 1.000 6,950.00 1.000 6,950.00 26 ABANDON CULVERT LF 21.5000 5,805.00 0.000 0.00 27 REMOVE CHAIN LINK FENCE LF 4.0000 2,920.00 0.000 0.00 28 REMOVE METAL BEAM GUARD RAILING LF 8.0000 5,280.00 0.000 0.00 29 REMOVE FLARED END SECTION EA 400.0000 14,800.00 0.000 0.00 30 REMOVE ROADSIDE SIGN EA 150.0000 3,450.00 0.000 0.00 31 REMOVE ROADSIDE SIGN PANEL EA 50.0000 600.00 0.000 0.00 32 REMOVE SIGN STRUCTURE EA 3,500.0000 3,500.00 0.000 0.00 33 REMOVE STREAM GAGE EA 2,000.0000 2,000.00 0.000 0.00 34 REMOVE CULVERT LF 25.0000 23,500.00 0.000 0.00 35 REMOVE INLET EA 900.0000 10,800.00 0.000 0.00 36 REMOVE HEADWALL EA 670.0000 5,360.00 0.000 0.00 37 REMOVE WINGWALL EA 2,750.0000 33,000.00 0.000 0.00 38 RECONSTRUCT MAILBOX EA 500.0000 500.00 0.000 0.00 39 RESET ROADSIDE SIGN EA 500.0000 6,000.00 0.000 0.00 40 ADJUST INLET EA 1,000.0000 4,000.00 0.000 0.00 41 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.0000 109,000.00 0.000 0.00 42 CONCRETE INVERT PAVING CY 1,500.0000 6,900.00 0.000 0.00 43 HDPE PLASTIC PIPELINER (16" OD SDR 32.5) LF 225.0000 150,750.00 0.000 0.00 44 HDPE PLASTIC PIPELINER (22" OD SDR 32.5) LF 265.0000 219,950.00 0.000 0.00 45 HDPE PLASTIC PIPELINER (28" OD SDR 32.5) LF 303.0000 212,100.00 0.000 0.00 46 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.100 5,000.00 0.100 5,000.00 47 ROADWAY EXCAVATION CY 6.2500 668,750.00 0.000 0.00 48 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 0.750 2,625.00 0.750 2,625.00 49 SAND BACKFILL CY 100.0000 7,300.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3986U4 TIME 02:25 PM ESTIMATE NO. 01 BID OPENING 12/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/11 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 DITCH EXCAVATION CY 25.9000 8,806.00 0.000 0.00 51 EROSION CONTROL (COMPOST BLANKET) CY 35.0000 115,500.00 0.000 0.00 52 FIBER ROLLS LF 2.5000 165,500.00 0.000 0.00 53 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 3,000.00 0.000 0.00 54 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0900 139,500.00 0.000 0.00 55 ROLLED EROSION CONTROL PRODUCT SQFT 0.5300 25,970.00 0.000 0.00 (BLANKET) 56 CLASS 2 AGGREGATE BASE CY 30.0000 1,170,000.00 0.000 0.00 57 CRACK TREATMENT LNMI 5,896.7500 47,174.00 0.000 0.00 58 REPLACE ASPHALT CONCRETE SURFACING CY 199.0300 585,148.20 0.000 0.00 59 HOT MIX ASPHALT TON 80.0000 2,160,000.00 0.000 0.00 60 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 95.0000 1,197,000.00 0.000 0.00 61 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 95.0000 770,450.00 0.000 0.00 62 CENTERLINE RUMBLE STRIP STA 10.0000 2,600.00 0.000 0.00 (HMA, GROUND-IN INDENTATIONS) 63 SHOULDER RUMBLE STRIP STA 10.0000 4,600.00 0.000 0.00 (HMA,GROUND-IN INDENTATIONS) 64 DATA CORE LS 15,000.0000 15,000.00 0.000 0.00 65 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 0.8000 14,320.00 0.000 0.00 66 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 0.8000 5,056.00 0.000 0.00 67 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 0.8000 696.00 0.000 0.00 68 PLACE HOT MIX ASPHALT SQYD 54.0000 5,940.00 0.000 0.00 (MISCELLANEOUS AREA) 69 TACK COAT TON 2,000.0000 64,000.00 0.000 0.00 70 STRUCTURAL CONCRETE, BOX CULVERT CY 550.0000 60,500.00 0.000 0.00 71 PRECAST CONCRETE BOX CULVERT (6'X4') LF 1,310.0000 157,200.00 0.000 0.00 72 PRECAST CONCRETE BOX CULVERT (10'X10') LF 1,650.0000 141,900.00 0.000 0.00 73 MINOR CONCRETE (MINOR STRUCTURE) CY 1,600.0000 267,200.00 0.000 0.00 F) 74 BAR REINFORCING STEEL LB 1.0000 11,960.00 0.000 0.00 F) 75 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 38,468.00 0.000 0.00 F) 76 INSTALL SIGN STRUCTURE (TRUSS) LB 1.0000 9,617.00 0.000 0.00 F) PROGRAM CAS145 PAGE 4 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3986U4 TIME 02:25 PM ESTIMATE NO. 01 BID OPENING 12/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/11 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 3,645.00 0.000 0.00 (0.063"-UNFRAMED) 78 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 1,820.00 0.000 0.00 (0.080"-UNFRAMED) 79 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.0000 2,345.00 0.000 0.00 (0.063"-FRAMED) 80 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 50.0000 1,950.00 0.000 0.00 (0.080"-FRAMED) 81 48" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,300.0000 26,000.00 0.000 0.00 (SIGN FOUNDATION) 82 ROADSIDE SIGN - ONE POST EA 500.0000 13,000.00 0.000 0.00 83 ROADSIDE SIGN - TWO POST EA 650.0000 6,500.00 0.000 0.00 84 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 1,500.00 0.000 0.00 METHOD) 85 18" ALTERNATIVE PIPE CULVERT LF 75.0000 12,000.00 0.000 0.00 86 24" ALTERNATIVE PIPE CULVERT LF 100.0000 104,000.00 0.000 0.00 87 36" ALTERNATIVE PIPE CULVERT LF 105.0000 22,050.00 0.000 0.00 88 42" ALTERNATIVE PIPE CULVERT LF 145.0000 4,495.00 0.000 0.00 89 54" REINFORCED CONCRETE PIPE LF 270.0000 48,600.00 0.000 0.00 90 12" CORRUGATED STEEL PIPE (.079" THICK) LF 90.0000 900.00 0.000 0.00 91 30" CORRUGATED STEEL PIPE INLET LF 320.0000 4,480.00 0.000 0.00 (.109" THICK) 92 18" ALTERNATIVE FLARED END SECTION EA 500.0000 6,500.00 0.000 0.00 93 24" ALTERNATIVE FLARED END SECTION EA 710.0000 14,200.00 0.000 0.00 94 30" ALTERNATIVE FLARED END SECTION EA 760.0000 3,040.00 0.000 0.00 95 36" ALTERNATIVE FLARED END SECTION EA 870.0000 2,610.00 0.000 0.00 96 42" ALTERNATIVE FLARED END SECTION EA 1,075.0000 2,150.00 0.000 0.00 97 MINOR CONCRETE (BACKFILL) CY 125.0000 147,500.00 0.000 0.00 98 ROCK SLOPE PROTECTION CY 85.0000 204,000.00 0.000 0.00 (1/4 TON, METHOD B) 99 ROCK SLOPE PROTECTION CY 105.0000 25,200.00 0.000 0.00 (BACKING NO. 1, METHOD B) 00 ROCK SLOPE PROTECTION CY 80.0000 41,600.00 0.000 0.00 (BACKING NO. 2, METHOD B) 01 ROCK SLOPE PROTECTION FABRIC SQYD 1.0000 7,090.00 0.000 0.00 02 MINOR CONCRETE (MISCELLANEOUS CY 650.0000 2,405.00 0.000 0.00 CONSTRUCTION) 03 MISCELLANEOUS IRON AND STEEL LB 1.2500 5,503.75 0.000 0.00 F) PROGRAM CAS145 PAGE 5 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3986U4 TIME 02:25 PM ESTIMATE NO. 01 BID OPENING 12/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/11 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CHAIN LINK FENCE (TYPE CL-6) LF 20.0000 12,200.00 0.000 0.00 05 DELINEATOR (CLASS 1) EA 50.0000 3,800.00 0.000 0.00 06 MILEPOST MARKER EA 50.0000 900.00 0.000 0.00 07 MARKER (CULVERT) EA 50.0000 3,300.00 0.000 0.00 08 OBJECT MARKER EA 50.0000 500.00 0.000 0.00 09 METAL BEAM GUARD RAILING LF 35.0000 26,600.00 0.000 0.00 10 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 19,800.00 0.000 0.00 11 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,450.0000 3,450.00 0.000 0.00 12 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 18,900.00 0.000 0.00 13 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 24,150.00 0.000 0.00 14 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 1,584.00 0.000 0.00 15 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 11,310.00 0.000 0.00 16 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 38.00 0.000 0.00 (BROKEN 12-3) 17 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 1,910.00 0.000 0.00 (BROKEN 36-12) 18 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 171.00 0.000 0.00 (RECESSED) (BROKEN 17-7) 19 PAVEMENT MARKER (NON-REFLECTIVE- EA 6.0000 2,460.00 0.000 0.00 RECESSED) 20 PAVEMENT MARKER EA 6.0000 15,900.00 0.000 0.00 (RETROREFLECTIVE-RECESSED) 21 SIGNAL AND LIGHTING LS 152,000.0000 152,000.00 0.000 0.00 22 HIGHWAY LIGHTING LS 95,594.0000 95,594.00 0.000 0.00 23 RELOCATE HIGHWAY ADVISORY RADIO SYSTEM LS 3,500.0000 3,500.00 0.000 0.00 24 RELOCATE CHANGEABLE MESSAGE SIGN SYSTEM LS 13,000.0000 13,000.00 0.000 0.00 25 MODIFY TRAFFIC MONITORING STATION LS 16,000.0000 16,000.00 0.000 0.00 (COUNT) 26 RELOCATE CLOSED CIRCUIT TELEVISION LS 4,000.0000 4,000.00 0.000 0.00 SYSTEM 27 MODIFY SIGNAL AND LIGHTING LS 48,000.0000 48,000.00 0.000 0.00 28 SALVAGE FLASHING BEACON LS 1,550.0000 1,550.00 0.000 0.00 29 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 30 TEMPORARY RAILING (TYPE K) LF 25.0000 17,500.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3986U4 TIME 02:25 PM ESTIMATE NO. 01 BID OPENING 12/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/11 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 90,334.50 90,334.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 90,334.50 90,334.50 31 MOBILIZATION LS 534,000.0000 534,000.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 11,311,521.95 TOTAL WORK COMPLETED 90,334.50 90,334.50 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 90,334.50 90,334.50 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 02/15/11 260 06/02/11 04/11/11 12/01/12 48 0 0 0 1% 18% PROGRESS IS SATISFACTORY KRAFT, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 06/20/11