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 07/20/11 EST. NO.09 TIME 01:09 PM R.E. NAME: SCOTT, JEFF 03-3E3904 --------------------------------------------------------------------------- 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 07/20/11 EST. NO.09 TIME 01:09 PM R.E. NAME: SCOTT, JEFF 03-3E3904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 11/10 -10,000.00 03 PER LTR DATED 1/2011 -10,000.00 05 PER LTR DATED 5/11 -5,000.00 07 RETURN PREV DEDUCTS 20,000.00 07 RETURN 5/11 DEDUCT 5,000.00 08 PER LTR DATED 7/2011 -2,000.00 09 -2,000.00 -2,000.00 TOTAL DEDUCTIONS -2,000.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 07/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E3904 TIME 01:09 PM ESTIMATE NO. 09 BID OPENING 05/11/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: SCOTT, JEFF DATE OF THIS ESTIMATE 07/20/11 LOCATION PROGRESS ESTIMATE 03-SAC-99-16.8/18.1 ----------------- TEICHERT CONSTRUCTION IN SACRAMENTO COUNTY IN AND NEAR 4401 DULUTH AVENUE SACRAMENTO FROM 0.9 MILE NORTH ROSEVILLE, CA 94567 OF CALVINE ROAD TO 0.4 MILE NORTH OF MACK ROAD FED. AID NO. STPL-6203(38) ,N-6203(38) REALIGN RAMP ------------------------------------------------------------------------------------------------------------------------------------ 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 2,500.0000 2,500.00 0.500 1,250.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 750.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 1,000.0000 145,000.00 14.000 14,000.00 70.000 70,000.00 04 CONSTRUCTION SITE MANAGEMENT LS 2,500.0000 2,500.00 0.097 242.50 0.482 1,205.00 05 PREPARE STORM WATER POLLUTION LS 1,600.0000 1,600.00 0.500 800.00 PREVENTION PLAN 06 TEMPORARY FIBER ROLL LF 3.1000 4,650.00 2,800.000 8,680.00 07 TEMPORARY SILT FENCE LF 3.4000 3,400.00 650.000 2,210.00 08 TEMPORARY GRAVEL BAG BERM LF 6.4000 2,560.00 100.000 640.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,955.0000 3,910.00 1.000 1,955.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 2,910.0000 14,550.00 4.000 11,640.00 11 MOVE-IN/MOVE-OUT EA 795.0000 2,385.00 2.000 1,590.00 (TEMPORARY EROSION CONTROL) 12 TEMPORARY DRAINAGE INLET PROTECTION EA 370.0000 3,700.00 6.000 2,220.00 13 STREET SWEEPING LS 20,000.0000 20,000.00 0.097 1,940.00 0.482 9,640.00 14 CONSTRUCTION AREA SIGNS LS 11,400.0000 11,400.00 0.500 5,700.00 15 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 0.097 7,275.00 0.482 36,150.00 16 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 17,790.00 57,000.000 17,100.00 17 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 4,750.00 143.000 3,575.00 18 TEMPORARY PAVEMENT MARKER EA 3.5000 5,845.00 1,512.000 5,292.00 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 40,000.0000 40,000.00 0.097 3,880.00 0.482 19,280.00 20 TEMPORARY RAILING (TYPE K) LF 10.0000 236,000.00 11,968.000 119,680.00 21 TEMPORARY CRASH CUSHION MODULE EA 180.0000 54,000.00 101.000 18,180.00 22 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 13,500.00 13,841.000 13,841.00 STRIPE (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 07/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E3904 TIME 01:09 PM ESTIMATE NO. 09 BID OPENING 05/11/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: SCOTT, JEFF DATE OF THIS ESTIMATE 07/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE FENCE LF 8.5000 5,440.00 640.000 5,440.00 24 REMOVE METAL BEAM GUARD RAILING LF 8.5000 2,210.00 260.000 2,210.00 25 REMOVE FLARED END SECTION EA 186.0000 744.00 4.000 744.00 26 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 7,110.00 21,000.000 6,300.00 27 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 1,000.00 396.000 990.00 28 REMOVE ROADSIDE SIGN EA 53.0000 1,325.00 0.000 0.00 29 REMOVE ROADSIDE SIGN EA 53.0000 212.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 30 REMOVE SIGN STRUCTURE EA 1,600.0000 4,800.00 1.000 1,600.00 31 REMOVE CULVERT LF 28.0000 5,880.00 47.000 1,316.00 32 REMOVE INLET EA 475.0000 1,900.00 0.000 0.00 33 RESET ROADSIDE SIGN EA 195.0000 585.00 0.000 0.00 34 RELOCATE ROADSIDE SIGN EA 390.0000 780.00 0.000 0.00 35 ADJUST INLET EA 1,600.0000 1,600.00 1.000 1,600.00 1.000 1,600.00 36 MODIFY SIGN STRUCTURE EA 3,000.0000 3,000.00 0.000 0.00 (SAFETY CABLE RETROFIT) 37 MODIFY JUNCTION BOX EA 10,000.0000 10,000.00 1.000 10,000.00 38 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.7000 58,170.00 0.000 0.00 39 REMOVE CONCRETE BARRIER LF 26.0000 3,900.00 0.000 0.00 40 CLEARING AND GRUBBING LS 75,500.0000 75,500.00 0.097 7,323.50 0.482 36,391.00 41 ROADWAY EXCAVATION CY 7.0000 167,300.00 20,000.000 140,000.00 42 ROADWAY EXCAVATION (TYPE Y-1) CY 25.0000 6,750.00 270.000 6,750.00 (AERIALLY DEPOSITED LEAD) 43 LEAD COMPLIANCE PLAN LS 4,400.0000 4,400.00 1.000 4,400.00 44 ADL BURIAL LOCATION REPORT LS 2,500.0000 2,500.00 1.000 2,500.00 45 IMPORTED BORROW CY 6.0000 33,180.00 5,530.000 33,180.00 46 HIGHWAY PLANTING LS 68,551.0000 68,551.00 0.000 0.00 47 PLANT ESTABLISHMENT WORK LS 9,325.0000 9,325.00 0.000 0.00 48 MAINTAIN EXISTING IRRIGATION FACILITIES LS 6,260.0000 6,260.00 0.097 607.22 0.482 3,017.32 49 IRRIGATION SYSTEM LS 24,325.0000 24,325.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E3904 TIME 01:09 PM ESTIMATE NO. 09 BID OPENING 05/11/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: SCOTT, JEFF DATE OF THIS ESTIMATE 07/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 8" CONDUIT LF 40.0000 1,600.00 0.000 0.00 51 EXTEND 8" CONDUIT LF 40.0000 2,600.00 20.000 800.00 52 CLASS 2 AGGREGATE BASE CY 30.0000 594,000.00 1,700.000 51,000.00 15,000.000 450,000.00 53 HOT MIX ASPHALT (TYPE A) TON 55.0000 768,900.00 5,897.000 324,335.00 8,946.000 492,030.00 54 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 70.0000 465,500.00 0.000 0.00 55 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 200.0000 8,400.00 0.000 0.00 AREA) 56 DATA CORE LS 4,500.0000 4,500.00 0.097 436.50 0.482 2,169.00 57 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.4000 8,832.00 0.000 0.00 58 TACK COAT TON 1,500.0000 46,500.00 9.000 13,500.00 10.000 15,000.00 59 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 45,000.00 5.000 7,500.00 F) 60 FURNISH SIGN STRUCTURE (TRUSS) LB 2.7500 235,675.00 0.000 0.00 F) 61 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 21,276.25 0.000 0.00 F) 62 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 9.7000 13,871.00 0.000 0.00 63 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 2,970.00 0.000 0.00 (0.063"-UNFRAMED) 64 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.4000 3,744.00 0.000 0.00 (0.080"-UNFRAMED) 65 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 275.00 0.000 0.00 (0.063"-FRAMED) 66 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 1,703.00 0.000 0.00 (0.080"-FRAMED) 67 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 850.0000 16,150.00 0.000 0.00 (SIGN FOUNDATION) 68 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 725.0000 69,600.00 45.000 32,625.00 45.000 32,625.00 (SIGN FOUNDATION) 69 ROADSIDE SIGN - ONE POST EA 185.0000 3,700.00 0.000 0.00 70 ROADSIDE SIGN - TWO POST EA 395.0000 2,370.00 0.000 0.00 71 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 875.00 0.000 0.00 METHOD) 72 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 7.0000 2,100.00 0.000 0.00 73 INSTALL ROADSIDE SIGN PANEL ON EA 175.0000 2,275.00 0.000 0.00 EXISTING POST 74 18" ALTERNATIVE PIPE CULVERT LF 53.0000 127,200.00 40.000 2,120.00 75 18" REINFORCED CONCRETE PIPE LF 185.0000 555.00 3.000 555.00 76 24" REINFORCED CONCRETE PIPE LF 97.0000 1,940.00 20.000 1,940.00 PROGRAM CAS145 PAGE 4 DATE 07/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E3904 TIME 01:09 PM ESTIMATE NO. 09 BID OPENING 05/11/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: SCOTT, JEFF DATE OF THIS ESTIMATE 07/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 12" SLOTTED CORRUGATED STEEL PIPE LF 79.0000 27,650.00 0.000 0.00 (.079" THICK) 78 21" X 15" CORRUGATED STEEL PIPE ARCH LF 50.0000 16,000.00 300.000 15,000.00 (.109" THICK) 79 DRAINAGE INLET MARKER EA 35.0000 770.00 0.000 0.00 80 18" CONCRETE FLARED END SECTION EA 757.0000 757.00 1.000 757.00 81 24" CONCRETE FLARED END SECTION EA 827.0000 827.00 1.000 827.00 82 21" X 15" STEEL FLARED END PIPE ARCH EA 798.0000 1,596.00 1.000 798.00 SECTION 83 MINOR CONCRETE (BACKFILL) CY 124.0000 13,640.00 30.000 3,720.00 84 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 201.0000 7,437.00 15.000 3,015.00 42.000 8,442.00 85 ROCK SLOPE PROTECTION FABRIC SQYD 3.1200 343.20 44.000 137.28 110.000 343.20 86 MINOR CONCRETE (MISCELLANEOUS CY 2,500.0000 10,000.00 0.000 0.00 CONSTRUCTION) 87 MINOR CONCRETE (STAMPED CONCRETE) SQYD 65.0000 96,850.00 367.000 23,855.00 1,101.000 71,565.00 88 MISCELLANEOUS IRON AND STEEL LB 0.5000 3,955.00 7,910.000 3,955.00 F) 89 CHAIN LINK FENCE (TYPE CL-6) LF 22.0000 13,860.00 0.000 0.00 90 DELINEATOR (CLASS 1) EA 30.0000 2,250.00 0.000 0.00 91 DELINEATOR (CLASS 1 SURFACE MOUNTED) EA 40.0000 480.00 0.000 0.00 92 MILEPOST MARKER EA 40.0000 320.00 0.000 0.00 93 OBJECT MARKER (TYPE L-1) EA 40.0000 280.00 0.000 0.00 94 METAL BEAM GUARD RAILING (WOOD POST) LF 20.0000 10,600.00 230.000 4,600.00 393.000 7,860.00 95 TERMINAL SYSTEM (TYPE CAT) EA 5,100.0000 5,100.00 1.000 5,100.00 1.000 5,100.00 96 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 300.0000 300.00 0.000 0.00 97 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 4,550.00 1.000 650.00 3.000 1,950.00 98 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 12,000.00 3.000 7,200.00 99 CONCRETE BARRIER (TYPE 60E) LF 230.0000 34,500.00 0.000 0.00 00 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 18,350.00 0.000 0.00 01 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 2,106.00 0.000 0.00 02 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 1,770.00 0.000 0.00 (BROKEN 12-3) 03 THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 3,540.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 07/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E3904 TIME 01:09 PM ESTIMATE NO. 09 BID OPENING 05/11/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: SCOTT, JEFF DATE OF THIS ESTIMATE 07/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 21,850.00 0.000 0.00 (BROKEN 36-12) 05 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 1,350.00 0.000 0.00 (BROKEN 17-7) 06 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 8,120.00 0.000 0.00 07 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 0.097 48.50 0.482 241.00 SYSTEM ELEMENTS DURING CONSTRUCTION 08 MODIFY TRAFFIC MONITORING STATION LS 26,987.0000 26,987.00 0.050 1,349.35 09 RAMP METERING SYSTEM LS 65,000.0000 65,000.00 0.050 3,250.00 10 MODIFY LIGHTING AND SIGN ILLUMINATION LS 102,000.0000 102,000.00 0.102 10,404.00 0.462 47,124.00 PROGRAM CAS145 PAGE 6 DATE 07/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E3904 TIME 01:09 PM ESTIMATE NO. 09 BID OPENING 05/11/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: SCOTT, JEFF DATE OF THIS ESTIMATE 07/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 506,574.50 1,791,286.87 ADJUSTMENT OF COMPENSATION 0.00 260.80 EXTRA WORK 0.00 91,722.15 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 506,574.50 1,883,269.82 11 MOBILIZATION LS 449,645.0000 449,645.00 0.950 427,162.75 ORIGINAL CONTRACT AMOUNT 4,589,931.45 TOTAL WORK COMPLETED 506,574.50 2,310,432.57 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -2,000.00 -2,000.00 TOTAL 504,574.50 2,308,432.57 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 07/13/10 265 09/13/10 09/07/10 05/03/12 69 149 0 0 48% 26% PROGRESS IS SATISFACTORY SCOTT, JEFF RESIDENT ENGINEER PROGRAM CAS145 DATE 07/20/11