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 08/25/09 EST. NO.14 TIME 05:39 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 0165 451.07 E.W. @ F.A.(+) 040209 N 0308.0 0168 401.75 042209 N 0318.0 003 0017 300.00 E.W. @ F.A.(+) 033109 N 0312.0 0020 300.00 063009 N 0353.0 009 0025 296.48 E.W. @ F.A.(+) 020309 N 0332.0 0026 439.99 020409 N 0333.0 0027 204.02 040209 N 0310.1 010 0028 179.54 E.W. @ F.A.(+) 040609 N 0337.0 0031 1,222.43 042309 N 0340.0 0032 2,067.62 042409 N 0341.0 5,862.90 TOTAL THIS ESTIMATE 185,026.80 TOTAL PREVIOUS ESTIMATE 190,889.70 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 08/25/09 EST. NO.14 TIME 05:39 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 TOTAL DEDUCTIONS 0.00 -1,520.00 PROGRAM CAS145 PAGE 1 DATE 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-307004 TIME 05:39 AM ESTIMATE NO. 14 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 08/20/09 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 08/25/09 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 23.000 57,500.00 189.000 472,500.00 03 CONSTRUCTION SITE MANAGEMENT LS 60,000.0000 60,000.00 0.060 3,600.00 0.540 32,400.00 04 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.520 1,040.00 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 21.000 8,190.00 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 0.760 114,000.00 S) 10 TYPE II BARRICADE EA 51.0000 3,672.00 50.000 2,550.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 23.0000 25,760.00 101.000 2,323.00 526.000 12,098.00 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 0.760 20,520.00 S) 14 ABANDON CULVERT M 195.0000 390.00 11.000 2,145.00 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 41.000 615.00 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 50.820 1,321.32 21 REMOVE INLET EA 210.0000 9,450.00 39.000 8,190.00 22 SALVAGE BUS SHELTER EA 265.0000 4,240.00 14.000 3,710.00 PROGRAM CAS145 PAGE 2 DATE 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-307004 TIME 05:39 AM ESTIMATE NO. 14 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 08/20/09 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 08/25/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 6.000 900.00 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 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 9.000 9,000.00 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 38.326 2,836.12 2,513.570 186,004.18 35 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.600 30,000.00 36 ROADWAY EXCAVATION M3 42.5000 675,750.00 6,013.141 255,558.49 37 HIGHWAY PLANTING LS 130,000.0000 130,000.00 0.100 13,000.00 0.475 61,750.00 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 0.100 1,000.00 0.250 2,500.00 S) 41 PLANT ESTABLISHMENT WORK LS 6,000.0000 6,000.00 0.000 0.00 S) 42 IRRIGATION SYSTEM LS 210,000.0000 210,000.00 0.070 14,700.00 0.533 111,930.00 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 2,871.400 147,877.10 48 LEAN CONCRETE BASE M3 200.0000 88,000.00 39.817 7,963.40 279.644 55,928.80 49 SEAL RANDOM CRACKS LNKM 1,980.0000 49,500.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-307004 TIME 05:39 AM ESTIMATE NO. 14 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 08/20/09 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 08/25/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,356,200.00 686.550 67,968.45 4,859.897 481,129.80 51 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 44.0000 116,160.00 577.825 25,424.30 AREA) 52 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 70.00 3.451 3.45 53 CONCRETE PAVEMENT M3 255.0000 224,400.00 79.634 20,306.67 554.246 141,332.73 54 914 MM CIDH CONCRETE PILE M 5,400.0000 27,000.00 5.000 27,000.00 5.000 27,000.00 SF)(SIGN FOUNDATION) 55 MINOR CONCRETE (MINOR STRUCTURE) M3 755.0000 175,915.00 73.312 55,350.56 F) 56 MINOR CONCRETE (BACKFILL) M3 185.0000 22,200.00 51.409 9,510.67 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 50.900 32,067.00 198.880 125,294.40 (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 173,800.00 301.245 33,136.95 (1.63 MM THICK) 65 MANHOLE EA 3,500.0000 21,000.00 7.000 24,500.00 66 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 1,052,000.00 275.737 110,294.80 1,468.414 587,365.60 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 3,085.770 12,651.66 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 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-307004 TIME 05:39 AM ESTIMATE NO. 14 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 08/20/09 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 08/25/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.093 33,015.00 0.785 278,675.00 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 0.813 26,016.00 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 0.571 48,535.00 S) 91 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 115,000.0000 115,000.00 0.007 805.00 0.853 98,095.00 S) 92 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 110,000.0000 110,000.00 0.008 880.00 0.906 99,660.00 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 0.079 8,690.00 0.819 90,090.00 S) 95 MODIFY SIGNAL AND LIGHTING (LOCATION 6) LS 40,000.0000 40,000.00 0.030 1,200.00 0.495 19,800.00 S) 96 MODIFY SIGNAL AND LIGHTING (LOCATION 7) LS 130,000.0000 130,000.00 0.681 88,530.00 S) 97 MODIFY SIGNAL AND LIGHTING (LOCATION 8) LS 120,000.0000 120,000.00 0.625 75,000.00 S) 98 MODIFY SIGNAL AND LIGHTING (LOCATION 9) LS 100,000.0000 100,000.00 0.657 65,700.00 S) 99 MODIFY SIGNAL (LOCATION 10) LS 7,000.0000 7,000.00 0.518 3,626.00 S) PROGRAM CAS145 PAGE 5 DATE 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-307004 TIME 05:39 AM ESTIMATE NO. 14 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 08/20/09 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 08/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 442,820.11 4,351,539.57 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 5,862.90 190,889.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 448,683.01 4,542,429.27 00 MOBILIZATION LS 991,000.0000 991,000.00 0.950 941,450.00 ORIGINAL CONTRACT AMOUNT 10,196,554.00 TOTAL WORK COMPLETED 448,683.01 5,483,879.27 MATERIALS ON HAND ON SITE 10,636.53 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -1,520.00 TOTAL 448,683.01 5,492,995.80 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 11/03/09 189 93 0 0 52% 79% PROGRESS UNSATISFACTORY SHELLEY MAGGARD RESIDENT ENGINEER PROGRAM CAS145 PAGE 28 DATE 08/25/09