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 08/17/07 EST. NO.29 TIME 08:37 AM R.E. NAME: LEGALLEE, DALE 04-130214 --------------------------------------------------------------------------- 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 08/17/07 EST. NO.29 TIME 08:37 AM R.E. NAME: LEGALLEE, DALE 04-130214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 028 -1,900.00 01 OVERBID ITEM NO. 028 -9,500.00 02 OVERBID ITEM NO. 028 -570.00 03 OVERBID ITEM NO. 028 -3,230.00 04 OVERBID ITEM NO. 028 -1,900.00 08 OVERBID ITEM NO. 028 17,100.00 27 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/17/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-130214 TIME 08:37 AM ESTIMATE NO. 29 BID OPENING 09/17/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/07 R.E. NAME: LEGALLEE, DALE DATE OF THIS ESTIMATE 08/17/07 LOCATION SEMI-FINAL ESTIMATE 04-SON-101-13.7/14.1 ------------------- NORTH BAY CONSTRUCTION INC IN SONOMA COUNTY IN ROHNERT PARK 431 PAYRAN STREET FROM 0.3 KM SOUTH TO 1.0 KM NORTH PETALUMA, CA 94952 OF ROHNERT PARK EXPRESSWAY OVERCROSSING FED. AID NO. ACNH-Q101(27)E ,CML-5379(10) PARK AND RIDE LOT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 1.000 1,500.00 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 3,000.0000 3,000.00 1.000 3,000.00 03 CONSTRUCTION AREA SIGNS LS 6,500.0000 6,500.00 1.000 6,500.00 S) 04 TRAFFIC CONTROL SYSTEM LS 35,000.0000 35,000.00 1.000 35,000.00 S) 05 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.4500 5,757.50 2,350.000 5,757.50 S) 06 PORTABLE CHANGEABLE MESSAGE SIGN LS 12,000.0000 12,000.00 1.000 12,000.00 07 TEMPORARY RAILING (TYPE K) M 34.0000 75,140.00 2,397.000 81,498.00 08 TEMPORARY CRASH CUSHION MODULE EA 225.0000 17,550.00 77.000 17,325.00 09 REMOVE METAL BEAM GUARD RAILING M 75.0000 1,725.00 23.000 1,725.00 10 REMOVE FLARED END SECTION EA 450.0000 1,800.00 5.000 2,250.00 11 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.5000 4,025.00 1,169.250 4,092.38 STRIPE 12 REMOVE YELLOW THERMOPLASTIC PAVEMENT M2 30.0000 4,500.00 150.000 4,500.00 MARKING 13 REMOVE PAINTED TRAFFIC STRIPE M 2.3000 5,405.00 2,350.000 5,405.00 14 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.6000 3,926.00 1,510.000 3,926.00 15 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 22.0000 682.00 31.000 682.00 16 REMOVE ROADSIDE SIGN (WOOD POST) EA 75.0000 750.00 10.000 750.00 17 REMOVE ASPHALT CONCRETE DIKE M 40.0000 1,680.00 42.000 1,680.00 18 REMOVE CULVERT M 125.0000 11,250.00 90.000 11,250.00 19 REMOVE INLET EA 725.0000 3,625.00 5.000 3,625.00 20 REMOVE SEWER MANHOLE EA 21,250.0000 21,250.00 0.000 0.00 21 REMOVE ASPHALT CONCRETE SURFACING M3 65.0000 3,575.00 308.690 20,064.85 22 SALVAGE METAL BRIDGE RAILING LS 2,300.0000 2,300.00 1.000 2,300.00 PROGRAM CAS145 PAGE 2 DATE 08/17/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-130214 TIME 08:37 AM ESTIMATE NO. 29 BID OPENING 09/17/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/07 R.E. NAME: LEGALLEE, DALE DATE OF THIS ESTIMATE 08/17/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RESET ROADSIDE SIGN (ONE POST) EA 175.0000 875.00 7.000 1,225.00 24 RESET ROADSIDE SIGN (TWO POST) EA 250.0000 250.00 0.000 0.00 25 REMODEL SEWER MANHOLE EA 3,500.0000 3,500.00 2.000 7,000.00 26 REMOVE CONCRETE (MISCELLANEOUS) M3 225.0000 2,925.00 66.940 15,061.50 27 BRIDGE REMOVAL (PORTION) LS 8,600.0000 8,600.00 1.000 8,600.00 28 CLEARING AND GRUBBING LS 35,000.0000 35,000.00 0.100 3,500.00 1.000 35,000.00 29 REMOVE TREE EA 130.0000 22,100.00 258.000 33,540.00 30 ROADWAY EXCAVATION M3 33.7500 241,650.00 7,806.700 263,476.13 31 LEAD COMPLIANCE PLAN LS 7,500.0000 7,500.00 1.000 7,500.00 32 DITCH EXCAVATION M3 18.5000 3,700.00 200.000 3,700.00 33 IMPORTED BORROW M3 14.2500 183,825.00 14,252.000 203,091.00 34 EROSION CONTROL (NETTING) M2 4.5000 11,565.00 2,570.000 11,565.00 S) 35 STRAW (EROSION CONTROL) TONN 350.0000 2,450.00 8.590 3,006.50 S) 36 FIBER (EROSION CONTROL) KG 0.2500 272.50 1,336.320 334.08 S) 37 FIBER ROLLS M 5.1000 4,488.00 880.000 4,488.00 S) 38 DRAINAGE OUTLET PROTECTION EA 474.0000 4,740.00 10.000 4,740.00 S) 39 FLARED END SECTION PROTECTION EA 565.0000 565.00 1.000 565.00 S) 40 CONCRETE DRAINAGE APRON EA 800.0000 800.00 1.000 800.00 S) 41 COMPOST (EROSION CONTROL) KG 0.5000 1,600.00 3,926.940 1,963.47 S) 42 PURE LIVE SEED (TYPE 2) KG 41.0000 6,970.00 170.000 6,970.00 S) (EROSION CONTROL) 43 PURE LIVE SEED (TYPE 1) KG 80.0000 2,240.00 155.900 12,472.00 S) (EROSION CONTROL) 44 STABILIZING EMULSION (EROSION CONTROL) KG 1.5000 315.00 210.000 315.00 S) 45 PLANT (GROUP M) EA 2.5000 18,725.00 7,490.000 18,725.00 S) 46 75 MM PLASTIC PIPE (PR 315) M 23.0000 5,520.00 240.000 5,520.00 S) (SUPPLY LINE) 47 NON STANDARD WATER METER EA 2,500.0000 5,000.00 2.000 5,000.00 S) 48 200 MM CORRUGATED HIGH DENSITY M 180.0000 25,200.00 142.000 25,560.00 S) POLYETHYLENE PIPE CONDUIT 49 CLASS 3 AGGREGATE BASE M3 33.0000 324,390.00 10,308.600 340,183.80 PROGRAM CAS145 PAGE 3 DATE 08/17/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-130214 TIME 08:37 AM ESTIMATE NO. 29 BID OPENING 09/17/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/07 R.E. NAME: LEGALLEE, DALE DATE OF THIS ESTIMATE 08/17/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ASPHALT CONCRETE (TYPE A, 19-MM TONN 55.0000 301,400.00 6,169.670 339,331.85 MAXIMUM GRADING) 51 ASPHALT CONCRETE (TYPE A, 12.5-MM TONN 58.0000 38,860.00 708.550 41,095.90 MAXIMUM GRADING) 52 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 18.5000 3,219.00 180.000 3,330.00 AREA) 53 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 95.0000 2,185.00 0.000 0.00 54 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 95.0000 2,090.00 0.000 0.00 55 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,190.0000 27,370.00 30.330 36,092.70 56 CLASS 4 CONCRETE (BACKFILL) M3 180.0000 4,500.00 25.000 4,500.00 57 MINOR CONCRETE (MINOR STRUCTURE) M3 1,498.0000 23,968.00 19.780 29,630.44 F) 58 FURNISH SIGN STRUCTURE (TRUSS) KG 6.3500 23,666.45 3,727.000 23,666.45 F) 59 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8000 2,981.60 3,727.000 2,981.60 SF) 60 920 MM CAST-IN-DRILLED-HOLE M 1,565.0000 10,955.00 7.000 10,955.00 S) CONCRETE PILE (SIGN FOUNDATION) 61 ROADSIDE SIGN - ONE POST EA 175.0000 7,175.00 41.000 7,175.00 62 ROADSIDE SIGN - TWO POST EA 250.0000 500.00 2.000 500.00 63 450 MM ALTERNATIVE PIPE CULVERT M 195.0000 62,400.00 406.000 79,170.00 64 600 MM ALTERNATIVE PIPE CULVERT M 225.0000 7,425.00 33.000 7,425.00 65 300 MM REINFORCED CONCRETE PIPE M 276.0000 2,484.00 9.000 2,484.00 66 300 MM CORRUGATED STEEL PIPE M 445.0000 2,670.00 6.000 2,670.00 (2.01 MM THICK) 67 525 MM X 375 MM CORRUGATED STEEL PIPE M 220.0000 15,840.00 72.000 15,840.00 ARCH (2.01 MM THICK) 68 700 MM X 500 MM CORRUGATED STEEL PIPE M 255.0000 7,395.00 29.000 7,395.00 ARCH (2.01 MM THICK) 69 300 MM STEEL FLARED END SECTION EA 342.0000 342.00 1.000 342.00 70 300 MM CONCRETE FLARED END SECTION EA 375.0000 1,125.00 3.000 1,125.00 71 450 MM ALTERNATIVE FLARED END SECTION EA 424.0000 2,120.00 5.000 2,120.00 72 600 MM ALTERNATIVE FLARED END SECTION EA 397.0000 794.00 2.000 794.00 73 700 MM X 500 MM STEEL FLARED END EA 419.0000 419.00 1.000 419.00 PIPE ARCH SECTION 74 MINOR CONCRETE M3 335.0000 103,850.00 454.000 152,090.00 (CURB, GUTTER, SIDEWALK & CURB RAMP) 75 MINOR CONCRETE (BUS PAD) M3 330.0000 6,270.00 19.000 6,270.00 76 MISCELLANEOUS IRON AND STEEL KG 2.5000 2,970.00 1,496.000 3,740.00 SF) PROGRAM CAS145 PAGE 4 DATE 08/17/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-130214 TIME 08:37 AM ESTIMATE NO. 29 BID OPENING 09/17/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/07 R.E. NAME: LEGALLEE, DALE DATE OF THIS ESTIMATE 08/17/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 DELINEATOR (CLASS 1) EA 45.0000 2,835.00 67.000 3,015.00 78 MARKER (CULVERT) EA 75.0000 1,350.00 18.000 1,350.00 79 METAL BEAM GUARD RAILING (2.1 M POST) M 180.0000 4,140.00 26.670 4,800.60 S) 80 CHAIN LINK RAILING M 128.0000 24,320.00 190.000 24,320.00 S) 81 PIPE HANDRAILING M 78.0000 18,720.00 240.000 18,720.00 S) 82 CONCRETE BARRIER (TYPE 25R MODIFIED) M 1,527.0000 24,432.00 16.000 24,432.00 SF) 83 TERMINAL SYSTEM (TYPE SRT) EA 2,100.0000 2,100.00 1.000 2,100.00 S) 84 THERMOPLASTIC PAVEMENT MARKING M2 55.0000 11,550.00 210.000 11,550.00 S) 85 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 18,480.00 4,620.000 18,480.00 S) 86 200 MM THERMOPLASTIC TRAFFIC STRIPE M 8.0000 10,640.00 1,330.000 10,640.00 S) 87 PAINT TRAFFIC STRIPE (2-COAT) M 3.5000 5,215.00 1,489.990 5,214.97 S) 88 PAINT PAVEMENT MARKING (2-COAT) M2 35.0000 980.00 28.000 980.00 S) 89 PARKING BUMPER (PRECAST CONCRETE) EA 40.0000 720.00 18.000 720.00 90 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 2,100.00 700.000 2,100.00 S) 91 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 2,550.00 510.000 2,550.00 S) 92 SIGNAL AND LIGHTING (LOCATION 1) LS 20,000.0000 20,000.00 1.000 20,000.00 S) 93 SIGNAL AND LIGHTING (LOCATION 2) LS 100,000.0000 100,000.00 1.000 100,000.00 S) 94 LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 1.000 100,000.00 S) 95 RAMP METERING SYSTEM LS 110,000.0000 110,000.00 1.000 110,000.00 S) 96 BATTERY BACK-UP SYSTEM EA 500.0000 1,000.00 2.000 1,000.00 S) PROGRAM CAS145 PAGE 5 DATE 08/17/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-130214 TIME 08:37 AM ESTIMATE NO. 29 BID OPENING 09/17/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/07 R.E. NAME: LEGALLEE, DALE DATE OF THIS ESTIMATE 08/17/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,500.00 2,488,347.72 ADJUSTMENT OF COMPENSATION 0.00 33,459.06 EXTRA WORK 0.00 384,457.76 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,500.00 2,906,264.54 97 MOBILIZATION LS 211,000.0000 211,000.00 1.000 211,000.00 ORIGINAL CONTRACT AMOUNT 2,484,812.05 TOTAL WORK COMPLETED 3,500.00 3,117,264.54 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 3,500.00 3,117,264.54 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 028 CLEARING AND GRUBBING 16,000.00 35,000.00 19,000.00 DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/26/03 220 01/19/04 04/26/04 06/15/07 260 579 40 0 100% 100% LEGALLEE, DALE RESIDENT ENGINEER PROGRAM CAS145 DATE 08/17/07