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 07/22/11 EST. NO.01 TIME 01:31 PM R.E. NAME: ALEXANDER, NATHAN 02-4C4014 --------------------------------------------------------------------------- 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 07/22/11 EST. NO.01 TIME 01:31 PM R.E. NAME: ALEXANDER, NATHAN 02-4C4014 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C4014 TIME 01:31 PM ESTIMATE NO. 01 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 07/22/11 LOCATION PROGRESS ESTIMATE 02-SHA-5-R11.0/R17.5 ----------------- TULLIS INC IN SHASTA COUNTY IN AND NEAR P O BOX 493416 REDDING FROM 0.3 MILE SOUTH OF REDDING CA 96002 SMITH ROAD OVERCROSSING TO 0.2 MILE NORTH OF ROUTH 5/299 SEPARATION FED. AID NO. N O N E WIDEN BRIDGES WITH PCPS GIRDERS ------------------------------------------------------------------------------------------------------------------------------------ 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 TIME-RELATED OVERHEAD WDAY 100.0000 17,000.00 5.000 500.00 5.000 500.00 03 CONSTRUCTION SITE MANAGEMENT LS 1,000.0000 1,000.00 0.000 0.00 04 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.500 1,250.00 0.500 1,250.00 PREVENTION PLAN 05 TEMPORARY FIBER ROLL LF 4.0000 12,000.00 0.000 0.00 06 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 5,000.00 0.000 0.00 07 TEMPORARY CHECK DAM LF 10.0000 4,000.00 288.000 2,880.00 288.000 2,880.00 08 MOVE-IN/MOVE-OUT EA 850.0000 1,700.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 09 TEMPORARY DRAINAGE INLET PROTECTION EA 315.0000 15,750.00 27.000 8,505.00 27.000 8,505.00 10 TEMPORARY HYDRAULIC MULCH SQYD 0.4500 21,780.00 0.000 0.00 (POLYMER STABILIZED FIBER MATRIX) 11 STREET SWEEPING LS 10,000.0000 10,000.00 0.030 300.00 0.030 300.00 12 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 12,000.0000 12,000.00 0.030 360.00 0.030 360.00 13 TEMPORARY SOIL BINDER SQYD 0.1700 17,680.00 24,250.000 4,122.50 24,250.000 4,122.50 14 RAIN EVENT ACTION PLAN EA 150.0000 13,800.00 1.000 150.00 1.000 150.00 15 STORM WATER ANNUAL REPORT EA 800.0000 2,400.00 0.000 0.00 16 STORM WATER SAMPLING AND ANALYSIS DAY EA 600.0000 25,200.00 0.000 0.00 17 CONSTRUCTION AREA SIGNS LS 39,690.0000 39,690.00 0.610 24,210.90 0.610 24,210.90 18 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.100 40,000.00 0.100 40,000.00 19 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2400 38,880.00 100,738.000 24,177.12 100,738.000 24,177.12 20 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 5,200.00 36.000 1,440.00 36.000 1,440.00 21 TEMPORARY PAVEMENT MARKER EA 3.5000 8,960.00 1,558.000 5,453.00 1,558.000 5,453.00 22 PORTABLE CHANGEABLE MESSAGE SIGN LS 40,000.0000 40,000.00 0.100 4,000.00 0.100 4,000.00 PROGRAM CAS145 PAGE 2 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C4014 TIME 01:31 PM ESTIMATE NO. 01 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 PORTABLE RADAR TRAILER LS 15,000.0000 15,000.00 0.030 450.00 0.030 450.00 24 TEMPORARY RAILING (TYPE K) LF 18.0000 930,600.00 14,660.000 263,880.00 14,660.000 263,880.00 25 TEMPORARY CRASH CUSHION MODULE EA 100.0000 7,000.00 14.000 1,400.00 14.000 1,400.00 26 ALTERNATIVE TEMPORARY CRASH CUSHION EA 1,200.0000 18,000.00 3.000 3,600.00 3.000 3,600.00 27 ABANDON CULVERT EA 1,700.0000 3,400.00 0.000 0.00 28 ABANDON INLET EA 1,700.0000 1,700.00 0.000 0.00 29 REMOVE MARKER EA 50.0000 1,550.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING LF 5.0000 8,000.00 975.000 4,875.00 975.000 4,875.00 31 REMOVE FLARED END SECTION EA 100.0000 100.00 1.000 100.00 1.000 100.00 32 REMOVE PAVEMENT MARKING SQFT 22.0000 2,860.00 0.000 0.00 33 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 32,100.00 38,864.000 11,659.20 38,864.000 11,659.20 34 REMOVE ROADSIDE SIGN EA 150.0000 1,650.00 0.000 0.00 35 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 1,310.00 0.000 0.00 36 REMOVE CULVERT LF 100.0000 4,100.00 0.000 0.00 37 REMOVE INLET EA 500.0000 4,000.00 1.000 500.00 1.000 500.00 38 REMOVE DOWNDRAIN EA 150.0000 300.00 0.000 0.00 39 REMOVE SLOPE PAVING CY 125.0000 5,625.00 48.400 6,050.00 48.400 6,050.00 40 RECONSTRUCT HIGH TENSION CABLE BARRIER LF 11.0000 165,000.00 0.000 0.00 41 RELOCATE ROADSIDE SIGN-ONE POST EA 200.0000 200.00 0.000 0.00 42 ADJUST INLET EA 1,000.0000 30,000.00 6.000 6,000.00 6.000 6,000.00 43 ADJUST FIBER OPTION SPLICE VAULT TO EA 500.0000 10,500.00 0.000 0.00 GRADE 44 MODIFY INLET EA 1,200.0000 2,400.00 1.000 1,200.00 1.000 1,200.00 45 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.6500 217,800.00 0.000 0.00 46 REMOVE CONCRETE CY 150.0000 3,750.00 0.000 0.00 47 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.0000 5,675.00 0.000 0.00 48 BRIDGE REMOVAL (PORTION) LS 32,722.0000 32,722.00 1.000 32,722.00 1.000 32,722.00 49 CLEARING AND GRUBBING LS 65,000.0000 65,000.00 0.250 16,250.00 0.250 16,250.00 PROGRAM CAS145 PAGE 3 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C4014 TIME 01:31 PM ESTIMATE NO. 01 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ROADWAY EXCAVATION CY 12.0000 958,800.00 5,713.000 68,556.00 5,713.000 68,556.00 51 LEAD COMPLIANCE PLAN LS 1,900.0000 1,900.00 0.750 1,425.00 0.750 1,425.00 52 STRUCTURE EXCAVATION (BRIDGE) CY 250.0000 34,750.00 0.000 0.00 F) 53 STRUCTURE EXCAVATION (RETAINING WALL) CY 50.0000 14,900.00 0.000 0.00 F) 54 STRUCTURE BACKFILL (BRIDGE) CY 400.0000 34,800.00 0.000 0.00 F) 55 STRUCTURE BACKFILL (RETAINING WALL) CY 100.0000 9,700.00 0.000 0.00 F) 56 SAND BACKFILL CY 300.0000 3,000.00 0.000 0.00 57 IMPORTED MATERIAL (SHOULDER BACKING) TON 21.0000 127,680.00 0.000 0.00 58 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 2.5000 275,000.00 30,250.000 75,625.00 30,250.000 75,625.00 59 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 2,358.5000 47,170.00 0.000 0.00 60 EROSION CONTROL ESTABLISHMENT WORK LS 2,500.0000 2,500.00 0.000 0.00 61 IRRIGATION SYSTEM LS 2,000.0000 2,000.00 0.000 0.00 62 IRRIGATION SLEEVE LF 60.0000 7,200.00 115.000 6,900.00 115.000 6,900.00 63 EXTEND 10" CONDUIT LF 65.0000 35,750.00 0.000 0.00 64 FINISHING ROADWAY LS 1,000.0000 1,000.00 0.000 0.00 65 CLASS 2 AGGREGATE BASE CY 30.0000 2,043,000.00 17,863.000 535,890.00 17,863.000 535,890.00 66 AGGREGATE BASE (APPROACH SLAB) CY 250.0000 4,500.00 0.000 0.00 67 REPLACE ASPHALT CONCRETE SURFACING CY 300.0000 171,000.00 0.000 0.00 68 HOT MIX ASPHALT TON 80.0000 5,248,000.00 8,205.590 656,447.20 8,205.590 656,447.20 69 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED TON 100.0000 2,020,000.00 0.000 0.00 HIGH BINDER) 70 SHOULDER RUMBLE STRIP STA 22.0000 20,460.00 0.000 0.00 (HMA,GROUND-IN INDENTATIONS) 71 DATA CORE LS 1,500.0000 1,500.00 0.000 0.00 72 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.8500 1,966.50 0.000 0.00 73 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.8500 2,935.50 0.000 0.00 74 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.8500 1,425.00 0.000 0.00 75 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.8500 684.00 0.000 0.00 76 PLACE HOT MIX ASPHALT SQYD 25.0000 3,000.00 0.000 0.00 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 4 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C4014 TIME 01:31 PM ESTIMATE NO. 01 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 TACK COAT TON 1.0000 350.00 9.660 9.66 9.660 9.66 78 42" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,210.0000 255,310.00 0.000 0.00 79 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,000.0000 24,000.00 0.000 0.00 F) 80 STRUCTURAL CONCRETE, BRIDGE CY 1,000.0000 292,000.00 0.000 0.00 F) 81 STRUCTURAL CONCRETE, APPROACH SLAB CY 900.0000 63,900.00 0.000 0.00 F) (TYPE N) 82 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 179,000.00 0.000 0.00 (TYPE R) 83 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 211,950.00 0.000 0.00 F) 84 MINOR CONCRETE (WALL) CY 720.0000 66,240.00 0.000 0.00 F) 85 PAVING NOTCH EXTENSION CF 150.0000 18,300.00 0.000 0.00 86 ANTI-GRAFFITI COATING SQFT 1.0000 952.00 0.000 0.00 F) 87 ARCHITECTURAL TREATMENT SQFT 20.0000 19,040.00 0.000 0.00 F) (COBBLESTONE TEXTURE) 88 DRILL AND BOND DOWEL LF 20.0000 820.00 0.000 0.00 89 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,120.0000 61,440.00 0.000 0.00 GIRDER (30'-40') 90 FURNISH PRECAST PRESTRESSED CONCRETE EA 14,000.0000 84,000.00 0.000 0.00 GIRDER (90'-100') 91 ERECT PRECAST PRESTRESSED CONCRETE EA 1,400.0000 25,200.00 0.000 0.00 GIRDER 92 FURNISH POLYESTER CONCRETE OVERLAY CF 102.0000 36,108.00 0.000 0.00 93 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.9000 27,807.50 0.000 0.00 F) 94 CORE CONCRETE (1 1/8") LF 33.0000 26,928.00 0.000 0.00 95 JOINT SEAL (MR 1") LF 31.0000 7,006.00 0.000 0.00 96 BAR REINFORCING STEEL (BRIDGE) LB 1.1000 190,781.80 0.000 0.00 F) 97 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1000 8,613.00 0.000 0.00 F) 98 FURNISH SIGN STRUCTURE (TUBULAR) LB 4.8500 131,653.25 0.000 0.00 F) 99 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.4000 10,858.00 0.000 0.00 F) 00 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 9.0000 3,060.00 0.000 0.00 F) WITHOUT WALKWAY) 01 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 38.0000 12,920.00 0.000 0.00 F) WITHOUT WALKWAY) 02 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 12.0000 3,480.00 0.000 0.00 03 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.4500 1,014.00 0.000 0.00 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 5 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C4014 TIME 01:31 PM ESTIMATE NO. 01 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 700.0000 46,200.00 0.000 0.00 (SIGN FOUNDATION) 05 ROADSIDE SIGN - ONE POST EA 290.0000 2,030.00 0.000 0.00 06 6" ALTERNATIVE PIPE CULVERT LF 18.0000 3,960.00 0.000 0.00 07 18" ALTERNATIVE PIPE CULVERT LF 275.0000 22,275.00 0.000 0.00 08 36" PERFORATED ALTERNATIVE PIPE CULVERT LF 65.0000 65,650.00 0.000 0.00 09 42" ALTERNATIVE PIPE CULVERT LF 95.0000 20,900.00 0.000 0.00 10 42" PERFORATED ALTERNATIVE PIPE CULVERT LF 80.0000 40,800.00 0.000 0.00 11 18" REINFORCED CONCRETE PIPE LF 385.0000 20,405.00 9.200 3,542.00 9.200 3,542.00 (CLASS II, RUBBER GASKET JOINT) 12 24" REINFORCED CONCRETE PIPE LF 350.0000 12,600.00 3.200 1,120.00 3.200 1,120.00 (CLASS II, RUBBER GASKET JOINT) 13 30" REINFORCED CONCRETE PIPE LF 300.0000 1,800.00 0.000 0.00 (CLASS II, RUBBER GASKET JOINT) 14 36" REINFORCED CONCRETE PIPE LF 130.0000 33,800.00 6.000 780.00 6.000 780.00 (CLASS IV, RUBBER GASKET JOINT) 15 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 6.0000 1,260.00 0.000 0.00 16 PERMEABLE MATERIAL CY 35.0000 22,750.00 0.000 0.00 17 DETENTION TRENCH LF 45.0000 4,500.00 0.000 0.00 18 8" CORRUGATED STEEL FLUME DOWNDRAIN LF 15.0000 555.00 0.000 0.00 19 18" TAPERED INLET EA 330.0000 660.00 0.000 0.00 20 FLUME ANCHOR ASSEMBLY EA 275.0000 1,100.00 0.000 0.00 21 18" ALTERNATIVE PIPE DOWNDRAIN LF 100.0000 4,100.00 0.000 0.00 22 WELDED STEEL PIPE CASING (BRIDGE) LF 150.0000 11,550.00 0.000 0.00 23 36" PRECAST CONCRETE PIPE INLET LF 260.0000 1,560.00 0.000 0.00 24 OBSERVATION WELL EA 400.0000 800.00 0.000 0.00 25 ROCK SLOPE PROTECTION CY 125.0000 10,625.00 0.000 0.00 (FACING, METHOD B) 26 ROCK SLOPE PROTECTION CY 225.0000 2,250.00 0.000 0.00 (BACKING NO. 2, METHOD B) 27 ROCK SLOPE PROTECTION CY 375.0000 4,125.00 0.000 0.00 (BACKING NO. 3, METHOD B) 28 SLOPE PAVING (CONCRETE) CY 696.0000 73,776.00 0.000 0.00 F) 29 FILTER FABRIC SQYD 4.0000 13,560.00 0.000 0.00 30 ROCK SLOPE PROTECTION FABRIC SQYD 11.0000 2,310.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C4014 TIME 01:31 PM ESTIMATE NO. 01 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 MINOR CONCRETE (CURB AND GUTTER) CY 400.0000 9,600.00 0.000 0.00 32 MINOR CONCRETE (SIDEWALK) CY 325.0000 29,575.00 0.000 0.00 33 MINOR CONCRETE (TEXTURED PAVING) SQFT 10.0000 107,000.00 0.000 0.00 34 MISCELLANEOUS IRON AND STEEL LB 2.0000 29,318.00 0.000 0.00 F) 35 SURVEY MONUMENT (TYPE A) EA 500.0000 6,000.00 0.000 0.00 36 DELINEATOR (CLASS 1) EA 40.0000 760.00 0.000 0.00 37 MILEPOST MARKER EA 50.0000 600.00 0.000 0.00 38 MARKER (CULVERT) EA 40.0000 2,280.00 0.000 0.00 39 MARKER (CULVERT CABLE BARRIER MOUNTED) EA 65.0000 2,860.00 0.000 0.00 40 OBJECT MARKER (TYPE L-1) EA 50.0000 550.00 0.000 0.00 41 METAL BEAM GUARD RAILING (WOOD POST) LF 23.5000 11,515.00 0.000 0.00 42 VEGETATION CONTROL (MINOR CONCRETE) SQYD 30.5000 366,000.00 0.000 0.00 43 DOUBLE METAL BEAM GUARD RAILING LF 35.0000 22,750.00 0.000 0.00 (WOOD POST) 44 CABLE RAILING LF 35.0000 5,950.00 0.000 0.00 45 HIGH TENSION CABLE BARRIER LF 10.5000 73,290.00 0.000 0.00 46 HIGH TENSION CABLE BARRIER TERMINAL EA 2,950.0000 41,300.00 0.000 0.00 47 TRANSITION RAILING (TYPE WB) EA 3,200.0000 9,600.00 0.000 0.00 48 RAIL TENSIONING ASSEMBLY EA 475.0000 2,850.00 0.000 0.00 49 TERMINAL SYSTEM (TYPE CAT) EA 5,500.0000 33,000.00 0.000 0.00 50 END CAP (TYPE A) EA 300.0000 300.00 0.000 0.00 51 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 4,500.00 0.000 0.00 52 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 3,300.00 0.000 0.00 53 CONCRETE BARRIER (TYPE 736) LF 90.0000 36,540.00 0.000 0.00 F) 54 THERMOPLASTIC PAVEMENT MARKING SQFT 8.0000 3,920.00 0.000 0.00 55 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.8800 90,640.00 0.000 0.00 56 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 3.0000 16,260.00 0.000 0.00 57 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.3000 318.00 0.000 0.00 (BROKEN 17-7) PROGRAM CAS145 PAGE 7 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C4014 TIME 01:31 PM ESTIMATE NO. 01 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.3000 28,590.00 0.000 0.00 (BROKEN 36-12) 59 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.3000 999.00 0.000 0.00 (BROKEN 30-12) 60 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 13,055.00 0.000 0.00 61 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 62 SIGNAL AND LIGHTING LS 200,000.0000 200,000.00 0.225 45,000.00 0.225 45,000.00 63 LIGHTING AND SIGN ILLUMINATION LS 50,000.0000 50,000.00 0.000 0.00 64 TRAFFIC MONITORING STATION LS 58,000.0000 58,000.00 0.000 0.00 65 FIBER OPTIC CONDUIT LS 40,000.0000 40,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C4014 TIME 01:31 PM ESTIMATE NO. 01 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,861,329.58 1,861,329.58 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,861,329.58 1,861,329.58 66 MOBILIZATION LS 838,000.0000 838,000.00 0.750 628,500.00 0.750 628,500.00 ORIGINAL CONTRACT AMOUNT 17,673,355.55 TOTAL WORK COMPLETED 2,489,829.58 2,489,829.58 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,489,829.58 2,489,829.58 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 05/20/11 170 06/15/11 07/14/11 03/21/12 5 0 0 0 14% 3% PROGRESS IS SATISFACTORY ALEXANDER, NATHAN RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/11