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 07/27/11 EST. NO.01 TIME 09:32 AM R.E. NAME: BLUNK, CHRISTOPHER 04-264064 --------------------------------------------------------------------------- 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 07/27/11 EST. NO.01 TIME 09:32 AM R.E. NAME: BLUNK, CHRISTOPHER 04-264064 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 09:32 AM ESTIMATE NO. 01 BID OPENING 04/26/11 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: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 07/27/11 LOCATION RERUN PROGRESS ESTIMATE 04-MRN-101-18.6/22.3 ----------------------- GHILOTTI BROTHERS IN MARIN COUNTY IN AND NEAR 525 JACOBY STREET NOVATO FROM ROUTE 37 TO ATHERTON SAN RAFAEL CA 94901 AVENUE FED. AID NO. N O N E CONSTRUCT HOV LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 2,000.0000 2,000.00 0.000 0.00 02 TIME-RELATED OVERHEAD LS 400,000.0000 400,000.00 0.000 0.00 03 TEMPORARY FENCE (TYPE CL-6) LF 30.0000 1,770.00 0.000 0.00 04 TEMPORARY FENCE (TYPE ESA) LF 2.1000 40,320.00 4,473.000 9,393.30 4,473.000 9,393.30 05 ITEM DELETED PER ADDENDUM LS 0.0100 0.01 0.000 0.00 06 CONSTRUCTION SITE MANAGEMENT LS 4,500.0000 4,500.00 0.000 0.00 07 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.000 0.00 PREVENTION PLAN 08 TEMPORARY SILT FENCE LF 2.7500 10,230.00 0.000 0.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 2,950.0000 56,050.00 0.000 0.00 10 TEMPORARY COVER SQYD 2.0000 30,000.00 0.000 0.00 11 TEMPORARY CHECK DAM LF 5.0000 9,100.00 0.000 0.00 12 MOVE-IN/MOVE-OUT EA 2,500.0000 15,000.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 165.0000 28,050.00 0.000 0.00 14 TEMPORARY HYDRAULIC MULCH SQYD 2.0000 12,740.00 0.000 0.00 (BONDED FIBER MATRIX) 15 STREET SWEEPING LS 15,000.0000 15,000.00 0.000 0.00 16 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 8,000.0000 8,000.00 0.000 0.00 17 TEMPORARY SOIL BINDER SQYD 0.1400 42,000.00 0.000 0.00 18 RAIN EVENT ACTION PLAN EA 500.0000 45,000.00 0.000 0.00 19 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0.00 20 STORM WATER SAMPLING AND ANALYSIS DAY EA 64.0000 2,560.00 0.000 0.00 21 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.513 15,390.00 0.513 15,390.00 22 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 07/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 09:32 AM ESTIMATE NO. 01 BID OPENING 04/26/11 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: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 07/27/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TYPE III BARRICADE EA 50.0000 2,650.00 0.000 0.00 24 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4500 40,095.00 31,554.000 14,199.30 31,554.000 14,199.30 25 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 22,800.00 5.000 150.00 5.000 150.00 26 TEMPORARY PAVEMENT MARKER EA 1.5500 18,290.00 4,846.000 7,511.30 4,846.000 7,511.30 27 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,000.0000 5,000.00 0.000 0.00 28 TEMPORARY RAILING (TYPE K) LF 4.9000 232,750.00 21,620.000 105,938.00 21,620.000 105,938.00 29 TEMPORARY CRASH CUSHION MODULE EA 74.0000 15,540.00 0.000 0.00 30 ALTERNATIVE TEMPORARY CRASH CUSHION EA 500.0000 65,000.00 9.000 4,500.00 9.000 4,500.00 31 CLEANING AND INSPECTING PIPE EA 4,000.0000 8,000.00 0.000 0.00 32 ABANDON CULVERT EA 1,200.0000 6,000.00 0.000 0.00 33 ABANDON IRRIGATION CROSSOVER EA 400.0000 2,000.00 0.000 0.00 34 REMOVE FENCE LF 2.2000 2,640.00 0.000 0.00 35 REMOVE METAL BEAM GUARD RAILING LF 3.5000 71,050.00 0.000 0.00 36 REMOVE PAVEMENT MARKING SQFT 1.9000 2,793.00 1,443.000 2,741.70 1,443.000 2,741.70 37 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5400 47,628.00 42,703.000 23,059.62 42,703.000 23,059.62 38 REMOVE ROADSIDE SIGN EA 100.0000 1,200.00 0.000 0.00 39 REMOVE SIGN STRUCTURE EA 3,000.0000 6,000.00 0.000 0.00 40 REMOVE SIGN PANEL EA 215.0000 1,935.00 0.000 0.00 41 REMOVE ASPHALT CONCRETE DIKE LF 0.5000 1,955.00 0.000 0.00 42 REMOVE CULVERT EA 500.0000 11,500.00 0.000 0.00 43 REMOVE INLET EA 400.0000 24,800.00 0.000 0.00 44 REMOVE DOWNDRAIN EA 600.0000 1,800.00 0.000 0.00 45 REMOVE RETAINING WALL LF 215.0000 9,890.00 0.000 0.00 46 SALVAGE METAL BRIDGE RAILING LF 6.0000 4,920.00 0.000 0.00 47 RELOCATE SIGN STRUCTURE LS 10,000.0000 10,000.00 0.000 0.00 48 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.8000 28,980.00 0.000 0.00 49 REMOVE CONCRETE CY 65.0000 11,700.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 09:32 AM ESTIMATE NO. 01 BID OPENING 04/26/11 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: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 07/27/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CAP INLET EA 810.0000 7,290.00 0.000 0.00 51 BRIDGE REMOVAL (PORTION), LOCATION A LS 25,000.0000 25,000.00 0.000 0.00 52 BRIDGE REMOVAL (PORTION), LOCATION B LS 160,000.0000 160,000.00 0.000 0.00 53 BRIDGE REMOVAL (PORTION), LOCATION C LS 25,000.0000 25,000.00 0.000 0.00 54 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.000 0.00 55 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 0.000 0.00 56 ROADWAY EXCAVATION CY 11.0000 414,700.00 0.000 0.00 57 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.000 0.00 58 STRUCTURE EXCAVATION (BRIDGE) CY 60.0000 86,640.00 0.000 0.00 F) 59 STRUCTURE EXCAVATION (RETAINING WALL) CY 35.0000 103,915.00 0.000 0.00 F) 60 STRUCTURE EXCAVATION (CRASH WALL) CY 55.0000 59,400.00 0.000 0.00 F) 61 STRUCTURE BACKFILL (BRIDGE) CY 90.0000 85,050.00 0.000 0.00 F) 62 STRUCTURE BACKFILL (SLURRY CEMENT) CY 95.0000 152,475.00 0.000 0.00 F) 63 STRUCTURE BACKFILL (RETAINING WALL) CY 60.0000 159,600.00 0.000 0.00 F) 64 PERVIOUS BACKFILL MATERIAL CY 170.0000 7,820.00 0.000 0.00 F) 65 PERVIOUS BACKFILL MATERIAL (RETAINING CY 100.0000 8,300.00 0.000 0.00 F) WALL) 66 STRUCTURE BACKFILL (CRASH WALL) CY 40.0000 25,800.00 0.000 0.00 F) 67 SAND BACKFILL CY 120.0000 5,880.00 0.000 0.00 68 DITCH EXCAVATION CY 34.5000 58,305.00 0.000 0.00 69 IMPORTED MATERIAL (SHOULDER BACKING) TON 28.0000 43,120.00 0.000 0.00 70 EROSION CONTROL (COMPOST BLANKET) CY 38.0000 30,780.00 0.000 0.00 71 FIBER ROLLS LF 2.4000 16,344.00 0.000 0.00 72 COMPOST (INCORPORATE) SQYD 5.2500 53,550.00 0.000 0.00 73 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 9,000.00 0.000 0.00 74 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0700 42,770.00 0.000 0.00 75 ROLLED EROSION CONTROL PRODUCT SQFT 0.4500 18,675.00 0.000 0.00 (NETTING) 76 PLANT (GROUP M) EA 14.0000 19,460.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 07/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 09:32 AM ESTIMATE NO. 01 BID OPENING 04/26/11 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: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 07/27/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLANT (GROUP W) EA 85.0000 2,380.00 0.000 0.00 78 8" WELDED STEEL PIPE CONDUIT LF 140.0000 49,000.00 0.000 0.00 (.250" THICK) 79 EXTEND 8" CONDUIT LF 28.0000 8,400.00 0.000 0.00 80 FINISHING ROADWAY LS 15,000.0000 15,000.00 0.000 0.00 81 CLASS 4 AGGREGATE SUBBASE CY 7.2500 192,850.00 0.000 0.00 82 CLASS 2 AGGREGATE BASE CY 70.0000 53,900.00 0.000 0.00 83 LEAN CONCRETE BASE CY 79.7500 1,419,550.00 0.000 0.00 84 CRACK TREATMENT LNMI 6,500.0000 123,500.00 0.000 0.00 85 REPLACE ASPHALT CONCRETE SURFACING CY 191.0000 418,290.00 0.000 0.00 86 HOT MIX ASPHALT TON 75.0000 2,250,000.00 0.000 0.00 87 HOT MIX ASPHALT (OPEN GRADED) TON 85.0000 986,000.00 0.000 0.00 88 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 95.0000 1,007,000.00 0.000 0.00 89 RUMBLE STRIP STA 500.0000 7,000.00 0.000 0.00 90 DATA CORE LS 4,000.0000 4,000.00 0.000 0.00 91 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.7500 997.50 0.000 0.00 92 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.7500 10,990.00 0.000 0.00 93 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.7500 1,085.00 0.000 0.00 94 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.7500 2,380.00 0.000 0.00 95 PLACE HOT MIX ASPHALT SQYD 15.0000 26,400.00 0.000 0.00 (MISCELLANEOUS AREA) 96 TACK COAT TON 525.0000 63,000.00 0.000 0.00 97 REPLACE CONCRETE PAVEMENT CY 610.0000 7,320.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 98 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 120.0000 223,200.00 0.000 0.00 99 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,500.0000 312,000.00 0.000 0.00 00 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 2,200.0000 231,000.00 0.000 0.00 01 FURNISH PILING (CLASS 140) LF 30.0000 24,390.00 0.000 0.00 (ALTERNATIVE X) 02 DRIVE PILE (CLASS 140) (ALTERNATIVE X) EA 4,000.0000 48,000.00 0.000 0.00 03 FURNISH PILING (CLASS 200) LF 40.0000 10,960.00 0.000 0.00 (ALTERNATIVE X) PROGRAM CAS145 PAGE 5 DATE 07/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 09:32 AM ESTIMATE NO. 01 BID OPENING 04/26/11 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: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 07/27/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 DRIVE PILE (CLASS 200) (ALTERNATIVE X) EA 4,000.0000 16,000.00 0.000 0.00 05 FURNISH PILING (CLASS 90 MODIFIED) LF 95.0000 96,425.00 0.000 0.00 (ALTERNATIVE X) 06 DRIVE PILE (CLASS 90 MODIFIED) EA 750.0000 32,250.00 0.000 0.00 (ALTERNATIVE X) 07 FURNISH 24" CAST-IN-STEEL SHELL LF 200.0000 131,600.00 0.000 0.00 CONCRETE PILING 08 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 30,000.0000 240,000.00 0.000 0.00 PILE 09 16" CAST-IN-DRILLED-HOLE CONCRETE LF 50.0000 236,000.00 0.000 0.00 PILING (SOUND WALL) 10 24" CAST-IN-DRILLED-HOLE CONCRETE LF 100.0000 8,200.00 0.000 0.00 PILING (SOUND WALL) 11 PRESTRESSING CAST-IN-PLACE CONCRETE LS 80,000.0000 80,000.00 0.000 0.00 12 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 600.0000 112,200.00 0.000 0.00 F) 13 STRUCTURAL CONCRETE, BRIDGE CY 685.0000 1,287,800.00 0.000 0.00 F) 14 STRUCTURAL CONCRETE, RETAINING WALL CY 475.0000 653,600.00 0.000 0.00 F) 15 STRUCTURAL CONCRETE, CRASH WALL CY 425.0000 293,675.00 0.000 0.00 F) 16 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 233,200.00 0.000 0.00 F) 17 MINOR CONCRETE (APRON) CY 475.0000 47,975.00 0.000 0.00 F) 18 MINOR CONCRETE (SOUND WALL) CY 700.0000 6,300.00 0.000 0.00 F) 19 MINOR CONCRETE (HEADWALL) CY 900.0000 9,900.00 0.000 0.00 F) 20 ARCHITECTURAL TREATMENT SQFT 12.0000 31,200.00 0.000 0.00 21 ANTI-GRAFFITI COATING SQFT 0.5000 43,300.00 0.000 0.00 22 DRILL AND BOND DOWEL LF 40.0000 6,080.00 0.000 0.00 23 JACKING SUPERSTRUCTURE LS 18,000.0000 18,000.00 0.000 0.00 24 SOUND WALL (MASONRY BLOCK) SQFT 18.0000 706,896.00 0.000 0.00 F) 25 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 910,251.00 0.000 0.00 F) 26 BAR REINFORCING STEEL (RETAINING WALL) LB 2.0000 197,140.00 0.000 0.00 F) 27 BAR REINFORCING STEEL (CRASH WALL) LB 1.0000 87,500.00 0.000 0.00 F) 28 HEADED BAR REINFORCEMENT EA 40.0000 16,320.00 0.000 0.00 F) 29 FURNISH SIGN STRUCTURE (TRUSS) LB 3.2200 214,925.34 0.000 0.00 F) 30 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 20,024.10 0.000 0.00 F) PROGRAM CAS145 PAGE 6 DATE 07/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 09:32 AM ESTIMATE NO. 01 BID OPENING 04/26/11 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: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 07/27/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 14.0000 16,940.00 0.000 0.00 32 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 19.0000 5,700.00 0.000 0.00 33 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 19.0000 3,420.00 0.000 0.00 34 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 135.00 0.000 0.00 (0.063"-UNFRAMED) 35 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.5000 8,930.00 0.000 0.00 (0.080"-UNFRAMED) 36 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 750.0000 90,000.00 0.000 0.00 (SIGN FOUNDATION) 37 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 38 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,000.0000 69,000.00 0.000 0.00 (SIGN FOUNDATION) 39 METAL (BARRIER MOUNTED SIGN) LB 67.0000 4,824.00 0.000 0.00 40 ROADSIDE SIGN - ONE POST EA 200.0000 6,400.00 0.000 0.00 41 ROADSIDE SIGN - TWO POST EA 500.0000 2,000.00 0.000 0.00 42 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,600.00 0.000 0.00 METHOD) 43 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 4.0000 4,840.00 0.000 0.00 44 INSTALL ROADSIDE SIGN EA 1,400.0000 2,800.00 0.000 0.00 (LAMINATED WOOD BOX POST) 45 18" ALTERNATIVE PIPE CULVERT LF 40.0000 194,800.00 0.000 0.00 46 24" ALTERNATIVE PIPE CULVERT LF 72.0000 3,168.00 0.000 0.00 47 54" REINFORCED CONCRETE PIPE LF 500.0000 115,000.00 0.000 0.00 48 48" REINFORCED CONCRETE PIPE (CLASS II) LF 150.0000 60,000.00 0.000 0.00 49 18" REINFORCED CONCRETE PIPE (CLASS II, LF 51.0000 161,670.00 0.000 0.00 RUBBER GASKET JOINT) 50 24" REINFORCED CONCRETE PIPE LF 97.0000 40,740.00 0.000 0.00 (CLASS II, RUBBER GASKET JOINT) 51 JACKED 48" REINFORCED CONCRETE PIPE LF 640.0000 300,800.00 0.000 0.00 (CLASS V) 52 14" X 23" OVAL SHAPED REINFORCED TE PIPE LF 64.0000 33,920.00 0.000 0.00 (CLASS III, RUBBER GASKET JOINT) 53 12" CORRUGATED STEEL PIPE (.168" THICK) LF 60.0000 780.00 0.000 0.00 54 18" CORRUGATED STEEL PIPE (.168" THICK) LF 70.0000 5,600.00 0.000 0.00 55 24" CORRUGATED STEEL PIPE (.168" THICK) LF 80.0000 400.00 0.000 0.00 56 8" PERFORATED STEEL PIPE UNDERDRAIN LF 18.0000 864.00 0.000 0.00 (.064" THICK) 57 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 75.0000 6,375.00 0.000 0.00 (.168" THICK) PROGRAM CAS145 PAGE 7 DATE 07/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 09:32 AM ESTIMATE NO. 01 BID OPENING 04/26/11 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: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 07/27/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 17.0000 901.00 0.000 0.00 (.064" THICK) 59 12" ANCHOR ASSEMBLY EA 170.0000 680.00 0.000 0.00 60 18" STEEL FLARED END SECTION EA 200.0000 400.00 0.000 0.00 61 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 62 36" PRECAST CONCRETE PIPE INLET LF 190.0000 22,800.00 0.000 0.00 63 ROCK SLOPE PROTECTION CY 117.0000 29,250.00 0.000 0.00 (BACKING NO. 1, METHOD B) 64 SLOPE PAVING (CONCRETE) CY 865.0000 83,040.00 0.000 0.00 F) 65 SLOPE PAVING (CONCRETE) (CONCRETE PAVER) SQFT 33.0000 69,300.00 0.000 0.00 66 ROCK SLOPE PROTECTION FABRIC SQYD 6.0000 3,180.00 0.000 0.00 67 MINOR CONCRETE (MISCELLANEOUS CY 305.0000 137,250.00 0.000 0.00 CONSTRUCTION) 68 MISCELLANEOUS IRON AND STEEL LB 1.5000 75,628.50 0.000 0.00 F) 69 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 12.0000 1,800.00 0.000 0.00 70 CHAIN LINK FENCE (TYPE CL-6) LF 15.0000 1,050.00 0.000 0.00 71 12' CHAIN LINK GATE (TYPE CL-6) EA 2,100.0000 4,200.00 0.000 0.00 72 MARKER (CULVERT) EA 38.0000 3,534.00 0.000 0.00 73 MARKER (CULVERT, BARRIER MOUNTED) EA 24.0000 288.00 0.000 0.00 74 METAL BEAM GUARD RAILING LF 17.0000 18,700.00 0.000 0.00 75 VEGETATION CONTROL (MINOR CONCRETE) SQYD 57.0000 360,810.00 0.000 0.00 76 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 82.0000 8,938.00 0.000 0.00 F) 77 DOUBLE THRIE BEAM BARRIER LF 30.0000 262,500.00 0.000 0.00 78 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 37.0000 45,880.00 0.000 0.00 79 TRANSITION RAILING (TYPE WB) EA 3,200.0000 32,000.00 0.000 0.00 80 TRANSITION RAILING (TYPE DTB) EA 3,400.0000 20,400.00 0.000 0.00 81 END CAP (TYPE A) EA 80.0000 80.00 0.000 0.00 82 END CAP (TYPE TC) EA 90.0000 1,980.00 0.000 0.00 83 END ANCHOR ASSEMBLY (TYPE SFT) EA 580.0000 7,540.00 0.000 0.00 84 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 16,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 07/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 09:32 AM ESTIMATE NO. 01 BID OPENING 04/26/11 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: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 07/27/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 33,000.00 0.000 0.00 86 CONCRETE BARRIER (TYPE 736) LF 70.0000 77,910.00 0.000 0.00 F) 87 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 100.0000 131,000.00 0.000 0.00 F) 88 CONCRETE BARRIER (TYPE 736SV) LF 125.0000 210,000.00 0.000 0.00 89 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 94.0000 15,040.00 0.000 0.00 90 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 45.0000 304,200.00 0.000 0.00 91 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 30.0000 30,300.00 0.000 0.00 92 CONCRETE BARRIER (TYPE 60E MODIFIED) LF 220.0000 72,600.00 0.000 0.00 93 CONCRETE BARRIER (TYPE 60R) LF 270.0000 70,200.00 0.000 0.00 94 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3900 31,239.00 0.000 0.00 95 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 365.70 0.000 0.00 96 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6900 7,383.00 0.000 0.00 97 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 574.00 0.000 0.00 (BROKEN 12-3) 98 THERMOPLASTIC PAVEMENT MARKING SQFT 4.3000 6,192.00 0.000 0.00 99 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 13,515.00 0.000 0.00 (BROKEN 36-12) 00 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1300 284.70 0.000 0.00 (BROKEN 17-7) 01 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.3500 26,320.00 0.000 0.00 02 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 30,000.0000 30,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 03 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.000 0.00 04 EXTINGUISHABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.000 0.00 05 RELOCATE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.000 0.00 06 COMMUNICATION CONDUIT (BRIDGE) LS 4,000.0000 4,000.00 0.000 0.00 07 ELECTRIC SERVICE (IRRIGATION) LS 45,000.0000 45,000.00 0.000 0.00 08 WIRELESS MAGNETOMETER VEHICLE LS 35,000.0000 35,000.00 0.000 0.00 DETECTION SYSTEM 09 TRAFFIC MONITORING STATION LS 125,000.0000 125,000.00 0.000 0.00 10 CLOSED CIRCUIT TELEVISION SYSTEM LS 75,000.0000 75,000.00 0.000 0.00 11 RAMP METERING SYSTEM LS 600,000.0000 600,000.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 07/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 09:32 AM ESTIMATE NO. 01 BID OPENING 04/26/11 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: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 07/27/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 FIBER OPTIC CONDUIT SYSTEM LS 450,000.0000 450,000.00 0.000 0.00 13 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 14 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 33.0000 51,150.00 0.000 0.00 15 IMPORTED BIOFILTRATION SOIL CY 40.0000 29,600.00 0.000 0.00 16 ROADWAY EXCAVATION (TYPE Z-2) CY 78.0000 308,880.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 10 DATE 07/27/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 09:32 AM ESTIMATE NO. 01 BID OPENING 04/26/11 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: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 07/27/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 182,883.22 182,883.22 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 182,883.22 182,883.22 17 MOBILIZATION LS 2368,200.0000 2,368,200.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 24,280,252.85 TOTAL WORK COMPLETED 182,883.22 182,883.22 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 182,883.22 182,883.22 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 07/07/11 77 07/07/11 07/07/11 12/21/11 20 0 0 0 1% 26% PROGRESS IS SATISFACTORY BLUNK, CHRISTOPHER RESIDENT ENGINEER PROGRAM CAS145 DATE 07/27/11