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 08/26/10 EST. NO.09 TIME 02:11 PM R.E. NAME: NOVOTA, RYAN 03-4C0904 --------------------------------------------------------------------------- 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 0033 53,320.63 E.W. @ U.P (+) 081210 N 33 0 0033-1 -53,320.63 081210 N 33 0 DAO CORRECTING ENTRY 0033-2 53,575.74 081210 N 33 0 DAO CORRECTING ENTRY 53,575.74 TOTAL THIS ESTIMATE 343,200.82 TOTAL PREVIOUS ESTIMATE 396,776.56 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 08/26/10 EST. NO.09 TIME 02:11 PM R.E. NAME: NOVOTA, RYAN 03-4C0904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 8/09 -5,000.00 02 PER LTR DATED 9/09 -5,000.00 03 PER LTR DATED 10/09 -2,000.00 04 RETURN 8/09 DEDUCT 5,000.00 04 RETURN 9/09 DEDUCT 5,000.00 04 RETURN DEDUCT 10/09 2,000.00 07 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4C0904 TIME 02:11 PM ESTIMATE NO. 09 BID OPENING 05/13/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: NOVOTA, RYAN DATE OF THIS ESTIMATE 08/26/10 LOCATION PROGRESS ESTIMATE 03-ED-49-6.6/8.3 ----------------- DOUG VEERKAMP GENERAL IN EL DORADO CO FROM 0.1 MILE SOUTH ENGINEERING INC OF ORE COURT TO 0.1 MILE SOUTH OF 2585 COLD SPRINGS ROAD CHINA HILL ROAD PLACERVILLE CA 95667 FED. AID NO. SARR-P049(143)E ,A-P049(143)E REALIGN AND 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 1,500.0000 1,500.00 0.750 1,125.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,250.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 370.0000 92,500.00 23.000 8,510.00 104.000 38,480.00 04 TEMPORARY FENCE (TYPE CL-1.8) M 27.0000 7,830.00 0.000 0.00 05 TEMPORARY FENCE (TYPE ESA) M 6.0000 19,680.00 3,086.960 18,521.76 06 TEMPORARY 4.3 M CHAIN LINK GATE (TYPE CL EA 240.0000 1,200.00 0.000 0.00 -1.8) 07 TEMPORARY 7.3 M CHAIN LINK GATE (TYPE CL EA 330.0000 990.00 0.000 0.00 -1.8) 08 CONSTRUCTION SITE MANAGEMENT LS 550.0000 550.00 0.083 45.65 0.474 260.70 09 PREPARE STORM WATER POLLUTION LS 660.0000 660.00 0.033 21.78 0.690 455.40 PREVENTION PLAN 10 TEMPORARY FIBER ROLL M 6.0000 9,660.00 769.000 4,614.00 11 TEMPORARY SILT FENCE M 6.0000 8,160.00 154.000 924.00 12 TEMPORARY GRAVEL BAG BERM M 6.0000 1,680.00 34.500 207.00 13 TEMPORARY CONSTRUCTION ENTRANCE EA 1,250.0000 17,500.00 1.000 1,250.00 14 TEMPORARY COVER M2 3.2000 28,800.00 174.000 556.80 15 TEMPORARY CHECK DAM M 6.0000 840.00 0.000 0.00 16 MOVE-IN/MOVE-OUT EA 300.0000 1,800.00 3.000 900.00 (TEMPORARY EROSION CONTROL) 17 TEMPORARY DRAINAGE INLET PROTECTION EA 152.0000 2,432.00 7.000 1,064.00 18 TEMPORARY HYDRAULIC MULCH M2 0.7000 14,700.00 4,698.000 3,288.60 (POLYMER STABILIZED FIBER MATRIX) 19 STREET SWEEPING LS 67,100.0000 67,100.00 0.083 5,569.30 0.474 31,805.40 20 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,200.0000 1,200.00 0.050 60.00 0.900 1,080.00 21 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.800 4,000.00 22 TRAFFIC CONTROL SYSTEM LS 247,000.0000 247,000.00 0.083 20,501.00 0.474 117,078.00 PROGRAM CAS145 PAGE 2 DATE 08/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4C0904 TIME 02:11 PM ESTIMATE NO. 09 BID OPENING 05/13/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: NOVOTA, RYAN DATE OF THIS ESTIMATE 08/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 7,980.00 10,054.000 6,032.40 24 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 19,800.00 20.000 600.00 25 TRAFFIC PLASTIC DRUM EA 94.0000 5,640.00 50.000 4,700.00 26 TEMPORARY PAVEMENT MARKER EA 4.8700 7,986.80 752.000 3,662.24 27 PORTABLE CHANGEABLE MESSAGE SIGN LS 35,150.0000 35,150.00 0.083 2,917.45 0.474 16,661.10 28 TEMPORARY RAILING (TYPE K) M 27.0000 126,900.00 275.000 7,425.00 29 TEMPORARY CRASH CUSHION MODULE EA 114.0000 11,400.00 0.000 0.00 30 TEMPORARY CRASH CUSHION (TYPE ABSORB EA 540.0000 8,100.00 0.000 0.00 350) 31 REMOVE FENCE M 3.0000 11,880.00 3,046.000 9,138.00 32 REMOVE FLARED END SECTION EA 140.0000 1,820.00 4.000 560.00 15.000 2,100.00 33 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 6.3000 18,963.00 938.000 5,909.40 STRIPE 34 REMOVE PAINTED TRAFFIC STRIPE M 2.1000 17,934.00 469.000 984.90 35 REMOVE ROADSIDE SIGN EA 50.0000 1,150.00 13.000 650.00 36 REMOVE CULVERT M 25.0000 5,750.00 38.800 970.00 225.700 5,642.50 37 REMOVE BASE AND SURFACING M3 8.0000 59,760.00 2,841.000 22,728.00 7,470.000 59,760.00 38 RECONSTRUCT FENCE (POST AND RAIL) M 57.0000 28,500.00 501.040 28,559.28 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 16.0000 18,720.00 723.100 11,569.60 40 REMOVE CONCRETE LS 3,000.0000 3,000.00 1.000 3,000.00 41 CLEARING AND GRUBBING LS 180,000.0000 180,000.00 1.000 180,000.00 42 ROADWAY EXCAVATION M3 20.0000 590,000.00 1,734.500 34,690.00 29,407.500 588,150.00 43 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500.00 44 GEOSYNTHETIC REINFORCEMENT (GEOGRID) M2 3.0000 4,770.00 792.350 2,377.05 45 GEOSYNTHETIC REINFORCEMENT (GEOTEXTILE) M2 6.0000 9,720.00 792.350 4,754.10 46 EROSION CONTROL (TYPE D) HA 14,800.0000 90,280.00 4.050 59,940.00 47 200 MM CORRUGATED HIGH DENSITY M 79.0000 1,580.00 15.240 1,203.96 15.240 1,203.96 POLYETHYLENE PIPE CONDUIT 48 CLASS 2 AGGREGATE SUBBASE M3 46.0000 38,640.00 603.770 27,773.42 49 CLASS 2 AGGREGATE BASE M3 48.0000 753,600.00 2,996.690 143,841.12 15,628.800 750,182.40 PROGRAM CAS145 PAGE 3 DATE 08/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4C0904 TIME 02:11 PM ESTIMATE NO. 09 BID OPENING 05/13/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: NOVOTA, RYAN DATE OF THIS ESTIMATE 08/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 HOT MIX ASPHALT (TYPE A) TONN 79.0000 1,011,200.00 6,175.690 487,879.51 51 DATA CORE LS 20,800.0000 20,800.00 0.000 0.00 52 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 35.0000 3,150.00 118.900 4,161.50 53 PLACE HOT MIX ASPHALT M2 11.0000 30,470.00 0.000 0.00 (MISCELLANEOUS AREA) 54 CLASS 4 CONCRETE (BACKFILL) M3 140.0000 6,300.00 6.800 952.00 45.000 6,300.00 55 MINOR CONCRETE (MINOR STRUCTURE) M3 1,540.0000 17,248.00 10.230 15,754.20 F) 56 FURNISH SINGLE SHEET ALUMINUM SIGN M2 160.0000 1,472.00 0.000 0.00 (1.6 MM-UNFRAMED) 57 FURNISH SINGLE SHEET ALUMINUM SIGN M2 180.0000 396.00 0.000 0.00 (2.0 MM-UNFRAMED) 58 ROADSIDE SIGN - ONE POST EA 200.0000 3,000.00 0.000 0.00 59 450 MM ALTERNATIVE PIPE CULVERT M 240.0000 9,600.00 10.670 2,560.80 36.770 8,824.80 60 600 MM ALTERNATIVE PIPE CULVERT M 200.0000 30,000.00 42.050 8,410.00 146.540 29,308.00 61 750 MM ALTERNATIVE PIPE CULVERT M 270.0000 29,700.00 106.950 28,876.50 62 525 MM X 375 MM ALTERNATIVE PIPE M 220.0000 3,520.00 15.500 3,410.00 ARCH CULVERT 63 875 MM X 600 MM ALTERNATIVE PIPE M 310.0000 15,500.00 30.480 9,448.80 42.680 13,230.80 ARCH CULVERT 64 1050 MM X 725 MM ALTERNATIVE PIPE M 450.0000 27,000.00 52.500 23,625.00 ARCH CULVERT 65 450 MM ALTERNATIVE FLARED END SECTION EA 310.0000 310.00 0.000 0.00 66 600 MM ALTERNATIVE FLARED END SECTION EA 400.0000 2,800.00 4.000 1,600.00 7.000 2,800.00 67 750 MM ALTERNATIVE FLARED END SECTION EA 530.0000 3,710.00 7.000 3,710.00 68 525 MM X 375 MM ALTERNATIVE FLARED END EA 310.0000 1,240.00 4.000 1,240.00 PIPE ARCH SECTION 69 875 MM X 600 MM ALTERNATIVE FLARED END EA 520.0000 1,040.00 2.000 1,040.00 2.000 1,040.00 PIPE ARCH SECTION 70 1050 MM X 725 MM ALTERNATIVE FLARED END EA 590.0000 3,540.00 6.000 3,540.00 PIPE ARCH SECTION 71 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 100.0000 4,900.00 50.680 5,068.00 72 GABION M3 180.0000 73,800.00 410.000 73,800.00 73 ROCK SLOPE PROTECTION FABRIC M2 6.0000 900.00 157.600 945.60 74 MINOR CONCRETE (MISCELLANEOUS M3 1,291.0000 1,549.20 0.920 1,187.72 CONSTRUCTION) 75 MISCELLANEOUS IRON AND STEEL KG 3.0000 4,284.00 1,309.000 3,927.00 F) 76 FENCE (TYPE BW, WOOD POST) M 32.0000 6,720.00 212.140 6,788.48 PROGRAM CAS145 PAGE 4 DATE 08/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4C0904 TIME 02:11 PM ESTIMATE NO. 09 BID OPENING 05/13/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: NOVOTA, RYAN DATE OF THIS ESTIMATE 08/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 DELINEATOR (CLASS 1) EA 31.0000 3,100.00 0.000 0.00 78 MARKER (CULVERT) EA 38.0000 912.00 0.000 0.00 79 HIGHWAY POST MARKER EA 38.0000 152.00 0.000 0.00 80 METAL BEAM GUARD RAILING (STEEL POST) M 38.0000 17,480.00 510.540 19,400.52 81 VEGETATION CONTROL (MINOR CONCRETE) M2 65.0000 38,350.00 0.000 0.00 82 CABLE RAILING M 130.0000 15,600.00 0.000 0.00 83 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,700.0000 14,800.00 4.000 14,800.00 84 THERMOPLASTIC PAVEMENT MARKING M2 174.3000 2,788.80 0.000 0.00 85 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4000 15,120.00 0.000 0.00 86 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 4,560.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 08/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4C0904 TIME 02:11 PM ESTIMATE NO. 09 BID OPENING 05/13/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: NOVOTA, RYAN DATE OF THIS ESTIMATE 08/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 265,629.86 2,767,503.64 ADJUSTMENT OF COMPENSATION 0.00 86,661.69 EXTRA WORK 53,575.74 310,114.87 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 319,205.60 3,164,280.20 87 MOBILIZATION LS 285,000.0000 285,000.00 1.000 285,000.00 ORIGINAL CONTRACT AMOUNT 4,304,567.80 TOTAL WORK COMPLETED 319,205.60 3,449,280.20 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 319,205.60 3,449,280.20 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 06/26/09 250 07/07/09 08/20/09 12/31/10 103 146 0 0 73% 41% PROGRESS IS SATISFACTORY NOVOTA, RYAN RESIDENT ENGINEER PROGRAM CAS145 DATE 08/26/10