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 10/22/09 EST. NO.16 TIME 04:59 AM R.E. NAME: SHELLEY MAGGARD 06-307004 --------------------------------------------------------------------------- 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 0190 24.64 E.W. @ F.A.(+) 090609 N 0380.0 0192 30.80 091309 N 0382.0 0195 24.64 083009 N 0378.0 0196 21.56 092009 N 0383.1 007 0058 147.50 E.W. @ F.A.(+) 082509 N 0377.0 249.14 TOTAL THIS ESTIMATE 209,488.47 TOTAL PREVIOUS ESTIMATE 209,737.61 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 10/22/09 EST. NO.16 TIME 04:59 AM R.E. NAME: SHELLEY MAGGARD 06-307004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AGG BASE COMPLIANCE -500.00 12 RESTAKING FEE 340.00 12 RESTAKING FEE -680.00 12 RESTAKE CORRECTION -680.00 13 0.00 -1,520.00 LABOR COMPLIANCE VIOLATION MISS PYRL -2,000.00 16 -2,000.00 -2,000.00 TOTAL DEDUCTIONS -2,000.00 -3,520.00 PROGRAM CAS145 PAGE 1 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-307004 TIME 04:59 AM ESTIMATE NO. 16 BID OPENING 03/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 10/22/09 LOCATION PROGRESS ESTIMATE 06-TUL-63-5.8/8.0 ----------------- TEICHERT CONSTRUCTION IN TULARE COUNTY IN VISALIA FROM PO BOX 520 PACKWOOD CREEK TO ROUTE 63/198 FOWLER CA 93625-0520 SEPARATION FED. AID NO. N O N E WIDEN ROADWAY TO SIX LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 0.250 625.00 02 TIME-RELATED OVERHEAD WDAY 2,500.0000 600,000.00 19.000 47,500.00 226.000 565,000.00 03 CONSTRUCTION SITE MANAGEMENT LS 60,000.0000 60,000.00 0.060 3,600.00 0.660 39,600.00 04 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.840 1,680.00 PREVENTION PLAN 05 TEMPORARY FIBER ROLL M 4.5000 33,660.00 0.000 0.00 06 TEMPORARY DRAINAGE INLET PROTECTION EA 390.0000 14,820.00 8.000 3,120.00 33.000 12,870.00 07 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 0.650 6,500.00 08 CONSTRUCTION AREA SIGNS LS 6,600.0000 6,600.00 0.500 3,300.00 S) 09 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.080 12,000.00 0.920 138,000.00 S) 10 TYPE II BARRICADE EA 51.0000 3,672.00 60.000 3,060.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 23.0000 25,760.00 448.000 10,304.00 974.000 22,402.00 S) 12 TEMPORARY PAVEMENT MARKER EA 2.7000 1,971.00 0.000 0.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN LS 27,000.0000 27,000.00 0.080 2,160.00 0.920 24,840.00 S) 14 ABANDON CULVERT M 195.0000 390.00 25.750 5,021.25 15 ABANDON MONITORING WELL EA 4,500.0000 4,500.00 4.000 18,000.00 16 REMOVE CHAIN LINK FENCE M 15.0000 1,950.00 45.500 682.50 S) 17 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 0.7000 3,794.00 0.000 0.00 S) 18 REMOVE PAVEMENT MARKER EA 0.7000 511.00 0.000 0.00 S) 19 REMOVE ROADSIDE SIGN EA 100.0000 900.00 0.000 0.00 20 REMOVE CULVERT M 26.0000 5,200.00 1.700 44.20 52.520 1,365.52 21 REMOVE INLET EA 210.0000 9,450.00 41.000 8,610.00 22 SALVAGE BUS SHELTER EA 265.0000 4,240.00 17.000 4,505.00 PROGRAM CAS145 PAGE 2 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-307004 TIME 04:59 AM ESTIMATE NO. 16 BID OPENING 03/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 10/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RESET ROADSIDE SIGN EA 150.0000 5,550.00 7.000 1,050.00 24 RELOCATE BACKFLOW PREVENTER ASSEMBLY EA 2,400.0000 2,400.00 1.000 2,400.00 (WATER LINE) 25 REMOVE BACKFLOW PREVENTER ASSEMBLY EA 700.0000 4,200.00 9.000 6,300.00 (WATER LINE) 26 RELOCATE ELECTROLIER EA 2,000.0000 2,000.00 1.000 2,000.00 27 RELOCATE ROADSIDE SIGN EA 150.0000 900.00 1.000 150.00 28 RELOCATE SIGN STRUCTURE EA 14,000.0000 14,000.00 1.000 14,000.00 29 RELOCATE COMMERCIAL SIGN EA 10,000.0000 10,000.00 1.000 10,000.00 30 RELOCATE BUS BENCH EA 700.0000 700.00 0.000 0.00 31 ADJUST MONUMENT TO GRADE EA 470.0000 2,820.00 0.000 0.00 32 ADJUST MANHOLE TO GRADE EA 1,000.0000 35,000.00 1.000 1,000.00 12.000 12,000.00 33 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 0.9000 77,310.00 45.030 40.53 S) 34 REMOVE CONCRETE M3 74.0000 327,080.00 242.419 17,939.01 3,282.127 242,877.40 35 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.120 6,000.00 0.840 42,000.00 36 ROADWAY EXCAVATION M3 42.5000 675,750.00 7,423.301 315,490.29 37 HIGHWAY PLANTING LS 130,000.0000 130,000.00 0.525 68,250.00 S) 38 IMPORTED TOPSOIL M3 65.0000 22,750.00 0.000 0.00 39 TRANSPLANT PALM TREE EA 8,800.0000 35,200.00 4.000 35,200.00 S) 40 MAINTAIN EXISTING PLANTED AREAS LS 10,000.0000 10,000.00 0.050 500.00 0.400 4,000.00 S) 41 PLANT ESTABLISHMENT WORK LS 6,000.0000 6,000.00 0.034 204.00 0.034 204.00 S) 42 IRRIGATION SYSTEM LS 210,000.0000 210,000.00 0.040 8,400.00 0.633 132,930.00 S) 43 WATER METER EA 3,000.0000 12,000.00 0.000 0.00 S) 44 200 MM BACKFLOW PREVENTER ASSEMBLY EA 8,450.0000 42,250.00 5.000 42,250.00 S) (WATER LINE) 45 150 MM BACKFLOW PREVENTER ASSEMBLY EA 6,150.0000 6,150.00 5.000 30,750.00 S) (WATER LINE) 46 200 MM WELDED STEEL PIPE CONDUIT M 125.0000 10,375.00 0.000 0.00 (6.35 MM THICK) 47 CLASS 2 AGGREGATE BASE M3 51.5000 249,260.00 300.000 15,450.00 3,788.910 195,128.87 48 LEAN CONCRETE BASE M3 200.0000 88,000.00 51.589 10,317.80 404.983 80,996.60 49 SEAL RANDOM CRACKS LNKM 1,980.0000 49,500.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-307004 TIME 04:59 AM ESTIMATE NO. 16 BID OPENING 03/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 10/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ASPHALT CONCRETE (TYPE A) TONN 99.0000 2,356,200.00 346.032 34,257.17 6,577.266 651,149.33 51 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 44.0000 116,160.00 613.085 26,975.74 AREA) 52 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 70.00 2.490 2.49 5.941 5.94 53 CONCRETE PAVEMENT M3 255.0000 224,400.00 89.486 22,818.93 791.222 201,761.61 54 914 MM CIDH CONCRETE PILE M 5,400.0000 27,000.00 5.000 27,000.00 SF)(SIGN FOUNDATION) 55 MINOR CONCRETE (MINOR STRUCTURE) M3 755.0000 175,915.00 8.687 6,558.69 90.419 68,266.35 F) 56 MINOR CONCRETE (BACKFILL) M3 185.0000 22,200.00 98.984 18,312.04 57 FURNISH SINGLE SHEET ALUMINUM SIGN M2 85.0000 3,910.00 0.000 0.00 F) (1.6 MM-UNFRAMED) 58 ROADSIDE SIGN - ONE POST EA 225.0000 3,150.00 0.000 0.00 59 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 85.0000 1,785.00 0.000 0.00 METHOD) 60 PAINT CONCRETE CURB (2-COATS) M2 6.7000 2,948.00 0.000 0.00 61 200 MM ALTERNATIVE PIPE CULVERT M 380.0000 18,240.00 59.760 22,708.80 62 450 MM REINFORCED CONCRETE PIPE M 630.0000 170,100.00 4.800 3,024.00 210.880 132,854.40 (RUBBER GASKET JOINT) 63 200 MM CORRUGATED STEEL PIPE M 102.0000 99,960.00 193.930 19,780.86 (1.63 MM THICK) 64 300 MM CORRUGATED STEEL PIPE M 110.0000 173,800.00 243.828 26,821.08 545.073 59,958.03 (1.63 MM THICK) 65 MANHOLE EA 3,500.0000 21,000.00 1.000 3,500.00 8.000 28,000.00 66 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 1,052,000.00 200.000 80,000.00 2,068.098 827,239.20 CONSTRUCTION) 67 MINOR CONCRETE (TEXTURED PAVING) M3 900.0000 27,000.00 0.000 0.00 68 MISCELLANEOUS IRON AND STEEL KG 4.1000 21,566.00 864.000 3,542.40 4,657.110 19,094.15 F) 69 CHAIN LINK FENCE (TYPE CL-1.8) M 292.0000 25,988.00 0.000 0.00 S) 70 SURVEY MONUMENT EA 650.0000 1,300.00 0.000 0.00 71 OBJECT MARKER (TYPE K) EA 30.0000 930.00 0.000 0.00 72 THERMOPLASTIC PAVEMENT MARKING M2 26.5000 28,090.00 0.000 0.00 S) 73 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 950.00 0.000 0.00 S) 74 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3500 5,535.00 0.000 0.00 S) 75 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 195.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 76 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 9,300.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) PROGRAM CAS145 PAGE 4 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-307004 TIME 04:59 AM ESTIMATE NO. 16 BID OPENING 03/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 10/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PAINT TRAFFIC STRIPE (2-COAT) M 0.2000 1,478.00 0.000 0.00 S) 78 PAINT PAVEMENT MARKING (2-COAT) M2 18.0000 9,720.00 0.000 0.00 S) 79 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 420.00 0.000 0.00 S) 80 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7000 4,131.00 0.000 0.00 S) 81 BUS SHELTER EA 10,800.0000 216,000.00 10.000 108,000.00 82 EMERGENCY VEHICLE DETECTOR SYSTEM LS 50,000.0000 50,000.00 0.500 25,000.00 S) 83 LIGHTING (CITY STREET) LS 355,000.0000 355,000.00 0.053 18,815.00 0.938 332,990.00 S) 84 MODIFY SIGN ILLUMINATION LS 3,000.0000 3,000.00 0.000 0.00 S) 85 ELECTRIC SERVICE (IRRIGATION) LS 32,000.0000 32,000.00 0.878 28,096.00 S) 86 MODIFY TRAFFIC MONITORING STATION LS 15,000.0000 15,000.00 0.646 9,690.00 S) 87 TRAFFIC MONITORING STATION (LOCATION 1) LS 8,000.0000 8,000.00 0.504 4,032.00 S) 88 TRAFFIC MONITORING STATION (LOCATION 2) LS 8,000.0000 8,000.00 0.333 2,664.00 S) 89 TRAFFIC MONITORING STATION (LOCATION 3) LS 8,000.0000 8,000.00 0.319 2,552.00 S) 90 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 85,000.0000 85,000.00 0.685 58,225.00 S) 91 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 115,000.0000 115,000.00 0.875 100,625.00 S) 92 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 110,000.0000 110,000.00 0.935 102,850.00 S) 93 MODIFY SIGNAL AND LIGHTING (LOCATION 4) LS 40,000.0000 40,000.00 0.491 19,640.00 S) 94 MODIFY SIGNAL AND LIGHTING (LOCATION 5) LS 110,000.0000 110,000.00 0.905 99,550.00 S) 95 MODIFY SIGNAL AND LIGHTING (LOCATION 6) LS 40,000.0000 40,000.00 0.495 19,800.00 S) 96 MODIFY SIGNAL AND LIGHTING (LOCATION 7) LS 130,000.0000 130,000.00 0.018 2,340.00 0.798 103,740.00 S) 97 MODIFY SIGNAL AND LIGHTING (LOCATION 8) LS 120,000.0000 120,000.00 0.095 11,400.00 0.943 113,160.00 S) 98 MODIFY SIGNAL AND LIGHTING (LOCATION 9) LS 100,000.0000 100,000.00 0.794 79,400.00 S) 99 MODIFY SIGNAL (LOCATION 10) LS 7,000.0000 7,000.00 0.518 3,626.00 S) PROGRAM CAS145 PAGE 5 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-307004 TIME 04:59 AM ESTIMATE NO. 16 BID OPENING 03/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 10/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 351,618.77 5,410,825.41 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 249.14 209,737.61 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 351,867.91 5,620,563.02 00 MOBILIZATION LS 991,000.0000 991,000.00 1.000 991,000.00 ORIGINAL CONTRACT AMOUNT 10,196,554.00 TOTAL WORK COMPLETED 351,867.91 6,611,563.02 MATERIALS ON HAND ON SITE 6,629.20 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -2,000.00 -3,520.00 TOTAL 349,867.91 6,614,672.22 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 04/28/08 330 07/07/08 07/07/08 11/15/09 222 95 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY SHELLEY MAGGARD RESIDENT ENGINEER PROGRAM CAS145 DATE 10/22/09