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 03/25/09 EST. NO.02 TIME 12:18 PM R.E. NAME: ERICKSEN, BOB 03-1E0414 --------------------------------------------------------------------------- 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 03/25/09 EST. NO.02 TIME 12:18 PM R.E. NAME: ERICKSEN, BOB 03-1E0414 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 2/09 -3,000.00 02 PER LTR DATED 3/09 -9,000.00 02 -12,000.00 -12,000.00 TOTAL DEDUCTIONS -12,000.00 -12,000.00 PROGRAM CAS145 PAGE 1 DATE 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0414 TIME 12:18 PM ESTIMATE NO. 02 BID OPENING 11/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/09 R.E. NAME: ERICKSEN, BOB DATE OF THIS ESTIMATE 03/25/09 LOCATION PROGRESS ESTIMATE 03-SAC-50-0.0/R5.4 ----------------- DESILVA GATES CONSTRUCTION IN YOLO COUNTY ON ROUTE 80 FROM .01 P O BOX 2909 MI WEST OF ENTERPRISE BOULEVARD TO DUBLIN CA 94568 0.4 MI WEST OF 80/50 SEPARATION ON ROUTE 50 FROM 50/80 TO WATT AVENUE. FED. AID NO. ACHS-000C(300)E ,NHG-000C(300)E CONCRETE MEDIAN BARRIER AND OVERHED ------------------------------------------------------------------------------------------------------------------------------------ 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 1,000.0000 1,000.00 0.038 38.00 0.038 38.00 02 TIME-RELATED OVERHEAD LS 960,000.0000 960,000.00 0.038 36,480.00 0.038 36,480.00 03 CONSTRUCTION SITE MANAGEMENT LS 1,000.0000 1,000.00 0.038 38.00 0.038 38.00 04 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.015 15.00 0.515 515.00 PREVENTION PLAN 05 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 50,000.00 0.000 0.00 06 TEMPORARY CHECK DAM LF 4.0000 6,000.00 0.000 0.00 07 MOVE-IN/MOVE-OUT EA 200.0000 2,800.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 08 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 10,000.00 0.000 0.00 09 STREET SWEEPING LS 25,000.0000 25,000.00 0.038 950.00 0.038 950.00 10 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 0.038 380.00 0.038 380.00 11 TEMPORARY SOIL BINDER SQYD 0.0500 8,700.00 0.000 0.00 12 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.100 500.00 0.520 2,600.00 13 TRAFFIC CONTROL SYSTEM LS 130,000.0000 130,000.00 0.038 4,940.00 0.038 4,940.00 14 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 2,650.00 985.000 985.00 985.000 985.00 15 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 3,360.00 16.000 560.00 16.000 560.00 16 TEMPORARY PAVEMENT MARKER EA 3.0000 67,800.00 11,268.000 33,804.00 11,268.000 33,804.00 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.038 380.00 0.038 380.00 18 TEMPORARY RAILING (TYPE K) LF 16.0000 1,616,000.00 30,420.000 486,720.00 30,420.000 486,720.00 19 TEMPORARY CRASH CUSHION MODULE EA 200.0000 34,000.00 42.000 8,400.00 42.000 8,400.00 20 TEMPORARY TRAFFIC SCREEN LF 1.5000 149,700.00 6,830.000 10,245.00 6,830.000 10,245.00 21 FLUSH EXISTING CULVERT EA 2,500.0000 5,000.00 0.000 0.00 22 ABANDON CULVERT EA 1,000.0000 3,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0414 TIME 12:18 PM ESTIMATE NO. 02 BID OPENING 11/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/09 R.E. NAME: ERICKSEN, BOB DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ENTRANCE TAPER EA 500.0000 500.00 0.000 0.00 24 REMOVE METAL BEAM GUARD RAILING LF 7.0000 350,000.00 9,725.000 68,075.00 9,725.000 68,075.00 25 HEALTH, SAFETY, AND WORK PLAN LS 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000.00 26 REMOVE FLARED END SECTION EA 250.0000 500.00 0.000 0.00 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.0000 7,950.00 985.000 2,955.00 985.000 2,955.00 STRIPE 28 REMOVE TRAFFIC STRIPE LF 0.4000 21,480.00 29,165.000 11,666.00 29,165.000 11,666.00 29 REMOVE ROADSIDE SIGN EA 100.0000 100.00 0.000 0.00 30 REMOVE ROADSIDE SIGN EA 100.0000 100.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 31 REMOVE SIGN STRUCTURE EA 6,000.0000 90,000.00 0.000 0.00 32 REMOVE BRIDGE MOUNTED SIGN EA 2,000.0000 26,000.00 0.000 0.00 33 REMOVE ASPHALT CONCRETE DIKE LF 10.0000 1,200.00 0.000 0.00 34 REMOVE CULVERT EA 1,000.0000 5,000.00 0.000 0.00 35 REMOVE INLET EA 500.0000 15,000.00 0.000 0.00 36 SALVAGE GRATE EA 100.0000 5,300.00 0.000 0.00 37 MODIFY SIGN STRUCTURE EA 5,000.0000 60,000.00 0.000 0.00 (SAFETY CABLE RETROFIT) 38 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 40.0000 6,000.00 0.000 0.00 39 CAP INLET EA 1,000.0000 16,000.00 0.000 0.00 40 CLEARING AND GRUBBING LS 90,000.0000 90,000.00 0.000 0.00 41 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.000 0.00 42 ROADWAY EXCAVATION CY 15.0000 1,785,000.00 0.000 0.00 43 ROADWAY EXCAVATION (TYPE Z-2) CY 100.0000 1,190,000.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 44 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000.00 45 SAND BACKFILL CY 100.0000 1,800.00 0.000 0.00 46 DITCH EXCAVATION CY 20.0000 9,000.00 0.000 0.00 47 FURNISH PLANTS LS 10,000.0000 10,000.00 0.000 0.00 48 EROSION CONTROL (HYDRAULIC MATRIX) SQYD 2.0000 5,000.00 0.000 0.00 49 PERVIOUS DITCH LINING SQYD 80.0000 47,200.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0414 TIME 12:18 PM ESTIMATE NO. 02 BID OPENING 11/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/09 R.E. NAME: ERICKSEN, BOB DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 EXTEND 8" CONDUIT LF 75.0000 83,250.00 0.000 0.00 51 EXTEND 10" CONDUIT LF 75.0000 66,000.00 0.000 0.00 52 FINISHING ROADWAY LS 1,000.0000 1,000.00 0.000 0.00 53 CLASS 2 AGGREGATE BASE CY 22.0000 2,596,000.00 0.000 0.00 54 HOT MIX ASPHALT TON 70.0000 5,936,000.00 0.000 0.00 55 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 10.0000 3,700.00 0.000 0.00 56 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 10.0000 1,300.00 0.000 0.00 57 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 10.0000 250.00 0.000 0.00 58 PLACE HOT MIX ASPHALT SQYD 10.0000 29,500.00 0.000 0.00 (MISCELLANEOUS AREA) 59 GROOVE EXISTING CONCRETE PAVEMENT SQYD 2.5000 327,500.00 0.000 0.00 60 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 291,000.00 0.000 0.00 F) 61 MINOR CONCRETE (BACKFILL) CY 200.0000 48,000.00 0.000 0.00 62 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 6.5000 268,892.00 0.000 0.00 F) WITH WALKWAY) 63 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.5000 62,052.00 0.000 0.00 F) WITH WALKWAY) 64 FURNISH SIGN STRUCTURE (TRUSS) LB 5.0000 2,733,355.00 0.000 0.00 F) 65 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 108,299.00 0.000 0.00 F) 66 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 10.0000 14,100.00 0.000 0.00 67 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 15.0000 171,000.00 0.000 0.00 68 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 400.00 0.000 0.00 (0.063"-UNFRAMED) 69 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 550.0000 93,500.00 0.000 0.00 (SIGN FOUNDATION) 70 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 700.0000 392,000.00 0.000 0.00 (SIGN FOUNDATION) 71 ROADSIDE SIGN - ONE POST EA 250.0000 250.00 0.000 0.00 72 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 12.0000 32,724.00 0.000 0.00 F) 73 18" REINFORCED CONCRETE PIPE LF 50.0000 505,000.00 0.000 0.00 (CLASS II, RUBBER GASKET JOINT) 74 24" REINFORCED CONCRETE PIPE LF 75.0000 186,000.00 0.000 0.00 (CLASS II, RUBBER GASKET JOINT) 75 30" REINFORCED CONCRETE PIPE LF 100.0000 82,000.00 0.000 0.00 (CLASS II, RUBBER GASKET JOINT) 76 6" CORRUGATED STEEL PIPE (.079" THICK) LF 25.0000 14,750.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0414 TIME 12:18 PM ESTIMATE NO. 02 BID OPENING 11/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/09 R.E. NAME: ERICKSEN, BOB DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 12" CORRUGATED STEEL PIPE (.079" THICK) LF 300.0000 2,400.00 0.000 0.00 78 18" CORRUGATED STEEL PIPE (.109" THICK) LF 400.0000 4,000.00 0.000 0.00 79 24" CORRUGATED STEEL PIPE (.109" THICK) LF 700.0000 1,400.00 0.000 0.00 80 8" PERFORATED STEEL PIPE UNDERDRAIN LF 175.0000 4,200.00 0.000 0.00 (.079" THICK) 81 CLASS 1 PERMEABLE MATERIAL CY 70.0000 1,890.00 0.000 0.00 82 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 40.0000 8,400.00 0.000 0.00 (.079" THICK) 83 12" ENTRANCE TAPER EA 500.0000 2,500.00 0.000 0.00 84 12" ANCHOR ASSEMBLY EA 500.0000 4,000.00 0.000 0.00 85 36" CORRUGATED STEEL PIPE INLET LF 250.0000 9,500.00 0.000 0.00 (.138" THICK) 86 18" CONCRETE FLARED END SECTION EA 800.0000 800.00 0.000 0.00 87 6" ALTERNATIVE PIPE RISER LF 450.0000 4,500.00 0.000 0.00 88 ROCK SLOPE PROTECTION CY 300.0000 4,500.00 0.000 0.00 (BACKING NO. 1, METHOD B) 89 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 1,680.00 0.000 0.00 90 MISCELLANEOUS IRON AND STEEL LB 1.2500 69,305.00 0.000 0.00 F) 91 6" GRATE EA 200.0000 1,000.00 0.000 0.00 92 INLET GRATE (TYPE 36R) EA 500.0000 2,500.00 0.000 0.00 93 CONCRETE BARRIER DELINEATOR (16") EA 40.0000 2,600.00 0.000 0.00 94 MARKER (CULVERT) EA 30.0000 810.00 0.000 0.00 95 MARKER (CULVERT, BARRIER MOUNT) EA 30.0000 4,500.00 0.000 0.00 96 OBJECT MARKER (TYPE L-1) EA 50.0000 100.00 0.000 0.00 97 METAL BEAM GUARD RAILING (WOOD POST) LF 25.0000 3,000.00 0.000 0.00 98 METAL BEAM GUARD RAILING (7' WOOD POST) LF 40.0000 1,520.00 0.000 0.00 99 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.0000 27,000.00 0.000 0.00 00 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 40.0000 12,000.00 0.000 0.00 01 DOUBLE THRIE BEAM BARRIER LF 40.0000 6,400.00 0.000 0.00 02 END CAP (TYPE TC) EA 100.0000 300.00 0.000 0.00 03 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 2,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0414 TIME 12:18 PM ESTIMATE NO. 02 BID OPENING 11/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/09 R.E. NAME: ERICKSEN, BOB DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 0.000 0.00 05 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 7,500.00 0.000 0.00 06 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 38.0000 771,400.00 0.000 0.00 07 CONCRETE BARRIER (TYPE 60A MODIFIED) LF 50.0000 26,600.00 0.000 0.00 08 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 40.0000 824,000.00 0.000 0.00 09 CONCRETE BARRIER (TYPE 60E MODIFIED) LF 150.0000 589,500.00 0.000 0.00 10 CONCRETE BARRIER (TYPE 60S MODIFIED) LF 40.0000 14,400.00 0.000 0.00 11 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 33,000.00 0.000 0.00 12 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 33,000.00 0.000 0.00 (BROKEN 36-12) 13 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 20,880.00 0.000 0.00 14 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 15 MODIFY TRAFFIC MONITORING STATION LS 200,000.0000 200,000.00 0.000 0.00 16 MODIFY CLOSED CIRCUIT TELEVISION LS 5,000.0000 5,000.00 0.000 0.00 17 MODIFY LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.000 0.00 18 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 19 REPLACE CONCRETE PAVEMENT CY 500.0000 1,325,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) PROGRAM CAS145 PAGE 6 DATE 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0414 TIME 12:18 PM ESTIMATE NO. 02 BID OPENING 11/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/09 R.E. NAME: ERICKSEN, BOB DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 669,131.00 671,731.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 669,131.00 671,731.00 20 MOBILIZATION LS 2790,000.0000 2,790,000.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 27,946,047.00 TOTAL WORK COMPLETED 669,131.00 671,731.00 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -12,000.00 -12,000.00 TOTAL 657,131.00 659,731.00 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 01/14/09 160 02/09/09 03/10/09 10/28/09 7 2 0 0 2% 4% PROGRESS IS SATISFACTORY ERICKSEN, BOB RESIDENT ENGINEER PROGRAM CAS145 DATE 03/25/09