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 12/20/07 EST. NO.11 TIME 09:16 AM R.E. NAME: BUTTERS, CARL 04-4C0804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0011 1,904.61 E.W. @ F.A.(+) 111307 N 001011 0012 1,904.61 111407 N 001012 0013 1,904.61 111507 N 001013 0014 1,904.61 111907 N 001014 0015 1,904.61 120907 N 001015 9,523.05 TOTAL THIS ESTIMATE 50,089.57 TOTAL PREVIOUS ESTIMATE 59,612.62 TOTAL TO DATE 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 12/20/07 EST. NO.11 TIME 09:16 AM R.E. NAME: BUTTERS, CARL 04-4C0804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 12/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4C0804 TIME 09:16 AM ESTIMATE NO. 11 BID OPENING 09/12/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 12/20/07 LOCATION PROGRESS ESTIMATE 04-SOL-80-R26.5/R26.8 ----------------- PROVEN MANAGEMENT, INC IN SOLANO COUNTY IN VACAVILLE FROM 706 SANSOME STREET CLIFFSIDE DRIVE EASTBOUND SAN FRANSICO, CA 94111 ON RAMP TO ALLISON DRIVE EASTBOUND OFF RAMP FED. AID NO. N O N E STRUCTURE REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 5,500.0000 5,500.00 0.200 1,100.00 1.000 5,500.00 02 TIME-RELATED OVERHEAD LS 350,000.0000 350,000.00 0.100 35,000.00 0.977 341,950.00 03 TEMPORARY FENCE (TYPE ESA) M 23.0000 4,370.00 56.000 1,288.00 04 PREPARE STORM WATER POLLUTION LS 4,950.0000 4,950.00 0.150 742.50 1.000 4,950.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 0.200 2,000.00 1.000 10,000.00 06 NON STORM WATER DISCHARGE CONTROL LS 8,000.0000 8,000.00 1.000 8,000.00 07 TEMPORARY CREEK DIVERSION SYSTEM LS 155,000.0000 155,000.00 1.000 155,000.00 08 TEMPORARY SILT FENCE M 29.0000 5,510.00 175.000 5,075.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 9,000.0000 18,000.00 2.000 18,000.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 2,500.00 1.000 2,500.00 11 TEMPORARY CHECK DAM M 27.0000 972.00 10.000 270.00 12 TEMPORARY ACCESS ROAD LS 125,000.0000 125,000.00 0.920 115,000.00 13 MOVE-IN/MOVE-OUT EA 500.0000 1,500.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 14 TEMPORARY HYDRAULIC MULCH M2 1.6500 5,940.00 0.000 0.00 S) (BONDED FIBER MATRIX) 15 CONSTRUCTION AREA SIGNS LS 11,000.0000 11,000.00 0.200 2,200.00 1.000 11,000.00 S) 16 TRAFFIC CONTROL SYSTEM LS 280,000.0000 280,000.00 0.100 28,000.00 1.000 280,000.00 S) 17 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 29,500.00 3,645.250 18,226.25 S) 18 TEMPORARY PAVEMENT MARKER EA 5.0000 19,250.00 2,615.000 13,075.00 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 40,000.0000 40,000.00 1.000 40,000.00 S) 20 TEMPORARY RAILING (TYPE K) M 120.0000 216,000.00 350.000 42,000.00 1,292.000 155,040.00 21 TEMPORARY CRASH CUSHION MODULE EA 200.0000 11,200.00 0.000 0.00 S) 22 REMOVE METAL BEAM GUARD RAILING M 40.0000 6,000.00 150.000 6,000.00 S) PROGRAM CAS145 PAGE 2 DATE 12/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4C0804 TIME 09:16 AM ESTIMATE NO. 11 BID OPENING 09/12/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 12/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 14.0000 17,080.00 1,219.000 17,066.00 S) STRIPE 24 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 6.0000 29,280.00 3,301.000 19,806.00 S) 25 REMOVE PAVEMENT MARKER EA 4.0000 5,080.00 2,313.000 9,252.00 26 REMOVE DOWNDRAIN EA 600.0000 1,200.00 2.000 1,200.00 27 REMOVE ASPHALT CONCRETE SURFACING M2 60.0000 96,960.00 1,616.000 96,960.00 28 RECONSTRUCT METAL BEAM GUARD RAILING M 110.0000 6,600.00 0.000 0.00 S) (WOOD POST) 29 RESET CONCRETE BARRIER (TYPE K) M 70.0000 14,700.00 30.000 2,100.00 150.000 10,500.00 30 PREPARE CONCRETE BRIDGE DECK SURFACE M2 6.0000 2,352.00 392.000 2,352.00 31 PREPARE STEEL BRIDGE DECK SURFACE M2 6.0000 2,496.00 416.000 2,496.00 32 CLEAN BRIDGE DECK M2 6.0000 9,696.00 1,616.000 9,696.00 33 CLEARING AND GRUBBING LS 25,400.0000 25,400.00 1.000 25,400.00 34 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 35 STRUCTURE EXCAVATION (BRIDGE) M3 165.0000 16,500.00 100.000 16,500.00 F) 36 LEAN CONCRETE BACKFILL M3 350.0000 31,500.00 90.000 31,500.00 F) 37 HIGHWAY PLANTING LS 26,000.0000 26,000.00 1.000 26,000.00 S) 38 EROSION CONTROL (NETTING) M2 10.0000 10,400.00 1,200.000 12,000.00 S) 39 STRAW (EROSION CONTROL) TONN 900.0000 1,350.00 0.480 432.00 S) 40 FIBER (EROSION CONTROL) KG 2.0000 720.00 120.000 240.00 S) 41 FIBER ROLLS M 26.0000 2,340.00 168.000 4,368.00 S) 42 COMPOST (EROSION CONTROL) M3 440.0000 2,200.00 1.080 475.20 S) 43 PURE LIVE SEED (EROSION CONTROL) KG 300.0000 4,800.00 5.400 1,620.00 S) 44 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 3.0000 540.00 60.000 180.00 S) 45 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 250.00 18.000 90.00 S) 46 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.200 2,000.00 0.300 3,000.00 S) 47 AGGREGATE BASE (APPROACH SLAB) M3 85.0000 2,380.00 69.690 5,923.65 48 REPLACE ASPHALT CONCRETE SURFACING M3 425.0000 352,750.00 100.000 42,500.00 484.300 205,827.50 49 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 6,000.0000 582,000.00 97.000 582,000.00 S) PILING PROGRAM CAS145 PAGE 3 DATE 12/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4C0804 TIME 09:16 AM ESTIMATE NO. 11 BID OPENING 09/12/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 12/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 2.0 M PERMANENT STEEL CASING M 6,300.0000 806,400.00 128.000 806,400.00 SF) 51 STRUCTURAL CONCRETE, BRIDGE M3 700.0000 177,100.00 253.000 177,100.00 F) 52 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,500.0000 412,500.00 288.530 432,795.00 (TYPE R) 53 PAVING NOTCH EXTENSION M3 5,500.0000 34,650.00 6.300 34,650.00 54 DRILL AND BOND DOWEL M 100.0000 34,400.00 344.000 34,400.00 55 CLEAN EXPANSION JOINT (STEEL) M 180.0000 12,960.00 72.000 12,960.00 56 MULTILAYER POLYMER OVERLAY M2 85.0000 68,680.00 808.000 68,680.00 F) 57 JOINT SEAL (MR 30 MM) (SILICONE) M 185.0000 13,320.00 72.000 13,320.00 S) 58 JOINT SEAL (MR 30 MM) M 185.0000 17,205.00 2.000 370.00 95.000 17,575.00 S) 59 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 380,000.00 3,402.000 6,804.00 190,000.000 380,000.00 SF) 60 TREAT BRIDGE DECK M2 10.0000 12,000.00 1,200.000 12,000.00 F) 61 FURNISH BRIDGE DECK TREATMENT MATERIAL L 33.0000 15,840.00 185.000 6,105.00 677.000 22,341.00 (LOW ODOR) 62 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 200.0000 4,000.00 20.000 4,000.00 20.000 4,000.00 (1.63 MM THICK) 63 FLUME DOWNDRAIN M 600.0000 6,000.00 10.000 6,000.00 64 CABLE ANCHORAGE SYSTEM M 220.0000 3,300.00 5.000 1,100.00 65 ROCK SLOPE PROTECTION M3 2,000.0000 2,800.00 0.000 0.00 (BACKING NO. 2, METHOD B) 66 SOIL NAIL ANCHORS M 270.0000 218,700.00 756.000 204,120.00 67 GABION WALL CABLE M 85.0000 69,700.00 820.000 69,700.00 68 ROCK SLOPE PROTECTION FABRIC M2 170.0000 850.00 6.960 1,183.20 69 METAL BEAM GUARD RAILING M 225.0000 6,750.00 74.760 16,821.00 S) 70 100 MM THERMOPLASTIC TRAFFIC STRIPE M 5.0000 12,200.00 753.000 3,765.00 2,031.260 10,156.30 S) 71 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 2,020.00 90.000 180.00 1,130.000 2,260.00 S) 72 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 2,040.00 40.000 240.00 387.000 2,322.00 S) 73 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 74 2.0 M CAST-IN-DRILLED-HOLE CONCRETE M 4,900.0000 627,200.00 128.000 627,200.00 S) PILING PROGRAM CAS145 PAGE 4 DATE 12/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4C0804 TIME 09:16 AM ESTIMATE NO. 11 BID OPENING 09/12/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 12/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 179,106.50 5,236,842.10 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 9,523.05 59,612.62 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 188,629.55 5,296,454.72 75 MOBILIZATION LS 62,542.0000 62,542.00 1.000 62,542.00 ORIGINAL CONTRACT AMOUNT 5,571,923.00 TOTAL WORK COMPLETED 188,629.55 5,358,996.72 MATERIALS ON HAND ON SITE 28,000.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 188,629.55 5,386,996.72 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 12/01/06 210 02/08/07 02/08/07 03/30/08 206 47 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDDEN AND PCNT TIME ELAPSED INPUT BECAUSE WORKING DAYS ASDJUSTED BUTTERS, CARL RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 12/20/07