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 11/19/10 EST. NO.07 TIME 02:11 PM R.E. NAME: BLINE, JEFF 02-371004 --------------------------------------------------------------------------- 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 11/19/10 EST. NO.07 TIME 02:11 PM R.E. NAME: BLINE, JEFF 02-371004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT-OF-STATE INSPECT -5,000.00 04 0.00 -5,000.00 LABOR COMPLIANCE VIOLATION PER 08/10 LTR -10,000.00 03 PER LTR DATED 9/10 -7,000.00 04 0.00 -17,000.00 TOTAL DEDUCTIONS 0.00 -22,000.00 PROGRAM CAS145 PAGE 1 DATE 11/19/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-371004 TIME 02:11 PM ESTIMATE NO. 07 BID OPENING 03/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/10 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 11/19/10 LOCATION RERUN PROGRESS ESTIMATE 02-SHA-5-0.9/R4.3 ----------------------- TULLIS INC IN SHASTA COUNTY IN AND NEAR P O BOX 493416 ANDERSON FROM REDDING CA 96049 FOURTH STREET OVERCROSSING TO DESCHUTES ROAD UNDERCROSSING FED. AID NO. N O N E WIDEN ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 4,000.0000 4,000.00 0.750 3,000.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 750.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 100.0000 12,000.00 100.000 10,000.00 04 TEMPORARY FENCE (TYPE ESA) LF 3.0000 3,540.00 1,180.000 3,540.00 05 CONSTRUCTION SITE MANAGEMENT LS 400.0000 400.00 0.100 40.00 0.550 220.00 06 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 0.050 75.00 0.750 1,125.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL LF 1.5000 4,500.00 971.000 1,456.50 08 TEMPORARY CONSTRUCTION ENTRANCE EA 500.0000 2,500.00 0.000 0.00 09 TEMPORARY CHECK DAM LF 11.0000 3,740.00 617.000 6,787.00 1,119.000 12,309.00 10 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 4,200.00 31.000 6,200.00 11 STREET SWEEPING LS 10,000.0000 10,000.00 0.100 1,000.00 0.600 6,000.00 12 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 12,000.0000 12,000.00 0.100 1,200.00 0.500 6,000.00 13 TEMPORARY SOIL BINDER SQYD 0.1000 8,470.00 127,602.000 12,760.20 184,155.000 18,415.50 14 CONSTRUCTION AREA SIGNS LS 9,280.0000 9,280.00 0.750 6,960.00 15 TRAFFIC CONTROL SYSTEM LS 235,000.0000 235,000.00 0.050 11,750.00 0.810 190,350.00 16 TEMPORARY TRAFFIC STRIPE (TAPE) LF 0.8000 25,040.00 5,907.000 4,725.60 17 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2800 14,280.00 107,134.000 29,997.52 18 CHANNELIZER (SURFACE MOUNTED) EA 23.0000 2,530.00 170.000 3,910.00 19 TEMPORARY PAVEMENT MARKER EA 3.0000 15,840.00 862.000 2,586.00 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.050 1,250.00 0.810 20,250.00 21 TEMPORARY RAILING (TYPE K) LF 8.0000 300,800.00 -460.000 -3,680.00 38,320.000 306,560.00 22 TEMPORARY CRASH CUSHION MODULE EA 175.0000 14,700.00 84.000 14,700.00 PROGRAM CAS145 PAGE 2 DATE 11/19/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-371004 TIME 02:11 PM ESTIMATE NO. 07 BID OPENING 03/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/10 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 11/19/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON CULVERT EA 2,250.0000 2,250.00 1.000 2,250.00 24 REMOVE METAL BEAM GUARD RAILING LF 6.0000 11,700.00 1,942.000 11,652.00 25 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2800 15,568.00 48,390.000 13,549.20 26 REMOVE ROADSIDE SIGN EA 75.0000 150.00 0.000 0.00 27 REMOVE ASPHALT CONCRETE DIKE LF 1.4000 11,872.00 0.000 0.00 28 REMOVE OVERSIDE DRAIN EA 125.0000 625.00 5.000 625.00 29 REMOVE CULVERT LF 23.0000 3,450.00 142.800 3,284.40 30 REMOVE INLET EA 250.0000 2,750.00 9.000 2,250.00 31 SALVAGE METAL BRIDGE RAILING LF 8.0000 5,816.00 727.000 5,816.00 32 RESET ROADSIDE SIGN EA 190.0000 380.00 0.000 0.00 33 ADJUST INLET EA 1,000.0000 13,000.00 13.000 13,000.00 34 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.2500 103,000.00 23,167.000 28,958.75 35 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.6000 6,204.00 0.000 0.00 36 CAP INLET EA 1,100.0000 1,100.00 1.000 1,100.00 37 BRIDGE REMOVAL (PORTION), LOCATION A LS 7,600.0000 7,600.00 1.000 7,600.00 38 BRIDGE REMOVAL (PORTION), LOCATION B LS 7,700.0000 7,700.00 1.000 7,700.00 39 BRIDGE REMOVAL (PORTION), LOCATION C LS 7,900.0000 7,900.00 1.000 7,900.00 40 BRIDGE REMOVAL (PORTION), LOCATION D LS 7,900.0000 7,900.00 1.000 7,900.00 41 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 42 ROADWAY EXCAVATION CY 10.0000 379,000.00 178.800 1,788.00 38,624.800 386,248.00 43 LEAD COMPLIANCE PLAN LS 3,300.0000 3,300.00 0.000 0.00 44 ASBESTOS COMPLIANCE PLAN LS 2,400.0000 2,400.00 1.000 2,400.00 45 STRUCTURE EXCAVATION (BRIDGE) CY 70.0000 138,390.00 1,977.000 138,390.00 F) 46 STRUCTURE BACKFILL (BRIDGE) CY 70.0000 91,140.00 1,186.000 83,020.00 F) 47 IMPORTED MATERIAL (SHOULDER BACKING) TON 17.0000 46,750.00 1,776.280 30,196.76 1,776.280 30,196.76 48 COMPOST, INCORPORATE SQYD 3.5000 169,400.00 0.000 0.00 49 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 5,376.0000 59,136.00 10.980 59,028.48 10.980 59,028.48 PROGRAM CAS145 PAGE 3 DATE 11/19/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-371004 TIME 02:11 PM ESTIMATE NO. 07 BID OPENING 03/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/10 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 11/19/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 FINISHING ROADWAY LS 1,000.0000 1,000.00 0.000 0.00 51 CLASS 2 AGGREGATE BASE CY 20.0000 844,000.00 89.400 1,788.00 42,247.400 844,948.00 52 HOT MIX ASPHALT TON 68.0000 2,631,600.00 36,512.790 2,482,869.72 53 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED TON 80.0000 723,200.00 0.000 0.00 HIGH BINDER) 54 SHOULDER RUMBLE STRIP STA 18.0000 12,420.00 0.000 0.00 (HMA,GROUND-IN INDENTATIONS) 55 DATA CORE LS 4,000.0000 4,000.00 0.900 3,600.00 56 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.0500 4,767.00 0.000 0.00 57 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0500 147.00 0.000 0.00 58 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.0500 4,378.50 0.000 0.00 59 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0500 3,013.50 2,676.000 2,809.80 60 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0500 78.75 0.000 0.00 61 PLACE HOT MIX ASPHALT SQYD 65.0000 3,250.00 457.900 29,763.50 (MISCELLANEOUS AREA) 62 TACK COAT TON 100.0000 23,000.00 19.060 1,906.00 63 FURNISH STEEL PILING (HP 10 X 57) LF 25.0000 16,375.00 648.000 16,200.00 64 DRIVE STEEL PILE (HP 10 X 57) EA 1,850.0000 29,600.00 16.000 29,600.00 65 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 570.0000 171,000.00 300.000 171,000.00 F) 66 STRUCTURAL CONCRETE, BRIDGE CY 670.0000 789,260.00 116.000 77,720.00 649.000 434,830.00 F) 67 STRUCTURAL CONCRETE, APPROACH SLAB CY 670.0000 77,720.00 0.000 0.00 F) (TYPE N) 68 MINOR CONCRETE (MINOR STRUCTURE) CY 1,150.0000 101,545.00 88.300 101,545.00 F) 69 DRILL AND BOND DOWEL LF 25.0000 23,500.00 654.000 16,350.00 70 CLEAN EXPANSION JOINT LF 23.0000 2,714.00 0.000 0.00 71 FURNISH PRECAST PRESTRESSED CONCRETE EA 4,000.0000 64,000.00 16.000 64,000.00 GIRDER (30'-40') 72 FURNISH PRECAST PRESTRESSED CONCRETE EA 4,400.0000 70,400.00 16.000 70,400.00 GIRDER (40'-50') 73 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,400.0000 43,200.00 8.000 43,200.00 GIRDER (50'-60') 74 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,900.0000 47,200.00 8.000 47,200.00 GIRDER (60'-70') 75 ERECT PRECAST PRESTRESSED CONCRETE EA 1,100.0000 52,800.00 12.000 13,200.00 48.000 52,800.00 GIRDER 76 FURNISH POLYESTER CONCRETE OVERLAY CF 72.0000 46,656.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 11/19/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-371004 TIME 02:11 PM ESTIMATE NO. 07 BID OPENING 03/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/10 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 11/19/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLACE POLYESTER CONCRETE OVERLAY SQFT 1.9000 19,646.00 0.000 0.00 F) 78 JOINT SEAL (MR 1/2") LF 25.0000 1,350.00 0.000 0.00 79 JOINT SEAL (MR 1") LF 33.0000 9,999.00 0.000 0.00 80 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 352,800.00 55,779.000 50,201.10 232,342.000 209,107.80 F) 81 HEADED BAR REINFORCEMENT EA 16.0000 4,096.00 384.000 6,144.00 F) 82 PUBLIC SAFETY PLAN LS 3,000.0000 3,000.00 0.000 0.00 83 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 960.00 0.000 0.00 (0.063"-UNFRAMED) 84 ROADSIDE SIGN - ONE POST EA 280.0000 1,120.00 0.000 0.00 85 12" ALTERNATIVE PIPE CULVERT LF 45.0000 11,700.00 250.900 11,290.50 86 36" PERFORATED ALTERNATIVE PIPE CULVERT LF 68.0000 102,680.00 1,502.000 102,136.00 87 18" REINFORCED CONCRETE PIPE (CLASS II) LF 85.0000 34,850.00 467.400 39,729.00 88 24" REINFORCED CONCRETE PIPE LF 275.0000 11,550.00 30.150 8,291.25 (CLASS II, RUBBER GASKET JOINT) 89 3" PLASTIC PIPE (EDGE DRAIN) LF 16.0000 114,240.00 7,137.000 114,192.00 90 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 60.0000 4,020.00 38.000 2,280.00 91 6" PLASTIC PIPE (EDGE DRAIN) LF 22.0000 13,860.00 630.000 13,860.00 92 6" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 62.0000 2,542.00 41.000 2,542.00 93 CLASS 1 PERMEABLE MATERIAL CY 25.0000 12,500.00 538.300 13,457.50 94 FILTER FABRIC SQYD 2.0000 5,680.00 3,004.000 6,008.00 95 MISCELLANEOUS IRON AND STEEL LB 1.5000 22,104.00 14,736.000 22,104.00 F) 96 SURVEY MONUMENT (TYPE A) EA 500.0000 3,000.00 0.000 0.00 97 DELINEATOR (CLASS 1) EA 35.0000 315.00 0.000 0.00 98 MILEPOST MARKER EA 42.0000 462.00 0.000 0.00 99 MARKER (CULVERT) EA 38.0000 456.00 0.000 0.00 00 MARKER (CULVERT, BARRIER MOUNT) EA 27.0000 1,242.00 0.000 0.00 01 OBJECT MARKER (TYPE L-1) EA 38.0000 380.00 0.000 0.00 02 METAL BEAM GUARD RAILING (WOOD POST) LF 18.0000 27,540.00 0.000 0.00 03 VEGETATION CONTROL (MINOR CONCRETE) SQYD 29.0000 173,710.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 11/19/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-371004 TIME 02:11 PM ESTIMATE NO. 07 BID OPENING 03/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/10 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 11/19/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 DOUBLE METAL BEAM GUARD RAILING LF 25.0000 2,500.00 0.000 0.00 (WOOD POST) 05 HIGH TENSION CABLE BARRIER LF 12.2500 120,050.00 0.000 0.00 06 HIGH TENSION CABLE BARRIER TERMINAL EA 2,700.0000 16,200.00 0.000 0.00 07 TRANSITION RAILING (TYPE WB) EA 2,700.0000 21,600.00 3.000 8,100.00 08 RAIL TENSIONING ASSEMBLY EA 300.0000 300.00 0.000 0.00 09 TERMINAL SYSTEM (TYPE CAT) EA 4,500.0000 9,000.00 1.000 4,500.00 10 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 600.0000 1,200.00 1.000 600.00 11 END CAP (TYPE A) EA 85.0000 255.00 1.000 85.00 12 END CAP (TYPE TC) EA 150.0000 1,350.00 0.000 0.00 13 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 4,800.00 0.000 0.00 14 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,700.0000 13,600.00 2.000 3,400.00 15 CONCRETE BARRIER (TYPE 60C) LF 46.0000 5,980.00 0.000 0.00 16 CONCRETE BARRIER (TYPE 60G) LF 137.0000 79,460.00 275.000 37,675.00 17 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 33.6000 250,320.00 0.000 0.00 18 CONCRETE BARRIER (TYPE 60GE MODIFIED) LF 138.0000 62,100.00 220.200 30,387.60 19 CONCRETE BARRIER (TYPE 736) LF 58.0000 41,586.00 0.000 0.00 F) 20 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 1,040.00 0.000 0.00 21 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.2000 15,440.00 0.000 0.00 22 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.2000 650.00 0.000 0.00 23 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.2000 180.00 0.000 0.00 (BROKEN 17-7) 24 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.2000 14,860.00 0.000 0.00 (BROKEN 36-12) 25 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 7,650.00 0.000 0.00 26 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 0.500 750.00 SYSTEM ELEMENTS DURING CONSTRUCTION 27 LIGHTING LS 9,130.0000 9,130.00 1.000 9,130.00 28 TRAFFIC MONITORING STATION LS 9,830.0000 9,830.00 0.750 7,372.50 PROGRAM CAS145 PAGE 6 DATE 11/19/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-371004 TIME 02:11 PM ESTIMATE NO. 07 BID OPENING 03/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/10 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 11/19/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 265,104.54 6,547,337.88 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 221,409.88 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 265,104.54 6,768,747.76 29 MOBILIZATION LS 735,000.2500 735,000.25 1.000 735,000.25 ORIGINAL CONTRACT AMOUNT 9,980,759.00 TOTAL WORK COMPLETED 265,104.54 7,503,748.01 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -22,000.00 TOTAL 265,104.54 7,481,748.01 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 05/24/10 120 06/07/10 06/07/10 11/18/10 111 5 0 0 73% 93% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PER RE REQUEST BLINE, JEFF RESIDENT ENGINEER PROGRAM CAS145 DATE 11/19/10