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 07/22/09 EST. NO.01 TIME 05:24 PM R.E. NAME: ZINK, PHIL 03-4A6504 --------------------------------------------------------------------------- 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 07/22/09 EST. NO.01 TIME 05:24 PM R.E. NAME: ZINK, PHIL 03-4A6504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A6504 TIME 05:24 PM ESTIMATE NO. 01 BID OPENING 03/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 07/22/09 LOCATION RERUN PROGRESS ESTIMATE 03-PLA-80-R56.0/R65.0 ----------------------- LORANG BROTHERS CONSTRUCTION IN PLACER AND NEVADA COUNTIES FROM INC 4.5 KM EAST OF BLUE CANYON TO 1175 S AUBURN STREET 2.2 KM WEST OF HAMPSHIRE ROCKS COLFAX CA 95713 UNDERCROSSING FED. AID NO. N O N E REHABILITATE CULVERTS ------------------------------------------------------------------------------------------------------------------------------------ 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 0.400 1,000.00 0.400 1,000.00 02 TEMPORARY FENCE (TYPE ESA) M 6.9000 7,107.00 780.300 5,384.07 780.300 5,384.07 03 CONSTRUCTION SITE MANAGEMENT LS 5,875.0000 5,875.00 0.387 2,273.63 0.387 2,273.63 04 PREPARE STORM WATER POLLUTION LS 2,725.0000 2,725.00 0.750 2,043.75 0.750 2,043.75 S) PREVENTION PLAN 05 TEMPORARY CHECK DAM M 13.5000 2,700.00 150.000 2,025.00 150.000 2,025.00 06 MOVE-IN/MOVE-OUT LS 850.0000 850.00 0.387 328.95 0.387 328.95 S) (TEMPORARY EROSION CONTROL) 07 TEMPORARY HYDRAULIC MULCH M2 1.5000 1,500.00 0.000 0.00 S) (POLYMER STABILIZED FIBER MATRIX) 08 STREET SWEEPING LS 5,000.0000 5,000.00 0.000 0.00 09 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 5,000.0000 5,000.00 0.387 1,935.00 0.387 1,935.00 10 CONSTRUCTION AREA SIGNS LS 5,100.0000 5,100.00 0.750 3,825.00 0.750 3,825.00 S) 11 TRAFFIC CONTROL SYSTEM LS 46,500.0000 46,500.00 0.387 17,995.50 0.387 17,995.50 S) 12 PORTABLE CHANGEABLE MESSAGE SIGN LS 6,000.0000 6,000.00 0.387 2,322.00 0.387 2,322.00 S) 13 REMOVE FLARED END SECTION EA 405.0000 9,720.00 16.000 6,480.00 16.000 6,480.00 14 REMOVE CULVERT M 200.0000 1,200.00 10.950 2,190.00 10.950 2,190.00 15 REMOVE DOWNDRAIN EA 1,110.0000 9,990.00 9.000 9,990.00 9.000 9,990.00 16 250 MM PLASTIC PIPE-LINER M 324.0000 11,340.00 10.200 3,304.80 10.200 3,304.80 17 400 MM PLASTIC PIPE-LINER M 434.0000 169,260.00 95.100 41,273.40 95.100 41,273.40 18 525 MM PLASTIC PIPE-LINER M 491.0000 382,980.00 121.650 59,730.15 121.650 59,730.15 19 675 MM PLASTIC PIPE-LINER M 654.0000 20,928.00 9.600 6,278.40 9.600 6,278.40 20 800 MM PLASTIC PIPE-LINER M 824.0000 38,728.00 13.900 11,453.60 13.900 11,453.60 21 1060 MM PLASTIC PIPE-LINER M 1,208.0000 37,448.00 9.300 11,234.40 9.300 11,234.40 22 450 MM CURED-IN-PLACE PIPE-LINER M 536.0000 15,008.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A6504 TIME 05:24 PM ESTIMATE NO. 01 BID OPENING 03/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 600 MM CURED-IN PLACE PIPE-LINER M 490.0000 93,100.00 31.350 15,361.50 31.350 15,361.50 24 750 MM CURED-IN-PLACED PIPE-LINER M 527.0000 38,471.00 21.750 11,462.25 21.750 11,462.25 25 1200 MM CURED-IN-PLACE PIPE-LINER M 1,017.0000 49,833.00 0.000 0.00 26 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.387 3,870.00 0.387 3,870.00 27 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 28 ASBESTOS COMPLIANCE PLAN LS 8,000.0000 8,000.00 0.690 5,520.00 0.690 5,520.00 S) (NATURALLY OCCURING ASBESTOS) 29 DUST CONTROL PLAN LS 8,000.0000 8,000.00 0.690 5,520.00 0.690 5,520.00 S) (NATURALLY OCCURRING ASBESTOS) 30 IMPORTED BORROW M3 45.0000 27,000.00 523.300 23,548.50 523.300 23,548.50 31 EROSION CONTROL (BLANKET) M2 5.2500 945.00 0.000 0.00 S) 32 EROSION CONTROL (TYPE D) M2 1.3000 4,940.00 0.000 0.00 S) 33 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 3,000.00 0.000 0.00 S) 34 REPLACE ASPHALT CONCRETE SURFACING M3 300.0000 14,700.00 29.000 8,700.00 29.000 8,700.00 35 MINOR CONCRETE (INVERT PAVING) M3 3,470.0000 34,700.00 1.100 3,817.00 1.100 3,817.00 36 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 187.0000 17,952.00 4.450 832.15 4.450 832.15 (2.01 MM THICK) 37 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 196.0000 17,052.00 1.000 196.00 1.000 196.00 (2.01 MM THICK) 38 450 MM ANCHOR ASSEMBLY EA 421.0000 7,578.00 0.000 0.00 39 600 MM ANCHOR ASSEMBLY EA 430.0000 5,160.00 0.000 0.00 40 CABLE ANCHORAGE SYSTEM M 430.0000 8,170.00 0.000 0.00 41 450 MM STEEL FLARED END SECTION EA 601.0000 7,813.00 12.000 7,212.00 12.000 7,212.00 42 600 MM STEEL FLARED END SECTION EA 647.0000 12,940.00 16.000 10,352.00 16.000 10,352.00 43 750 MM STEEL FLARED END SECTION EA 945.0000 1,890.00 2.000 1,890.00 2.000 1,890.00 44 900 MM STEEL FLARED END SECTION EA 1,129.0000 1,129.00 0.000 0.00 45 1200 MM STEEL FLARED END SECTION EA 1,805.0000 3,610.00 1.000 1,805.00 1.000 1,805.00 46 ROCK SLOPE PROTECTION M3 154.0000 9,548.00 41.300 6,360.20 41.300 6,360.20 (FACING, METHOD B) 47 CONCRETE (DITCH LINING) M3 9,100.0000 910.00 0.000 0.00 48 ROCK SLOPE PROTECTION FABRIC M2 5.0000 1,100.00 148.500 742.50 148.500 742.50 49 MARKER (CULVERT) EA 80.0000 7,520.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A6504 TIME 05:24 PM ESTIMATE NO. 01 BID OPENING 03/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 51 760 MM CORRUGATED STEEL PIPE DOWNDRAIN M 721.0000 4,326.00 6.000 4,326.00 6.000 4,326.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 4 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A6504 TIME 05:24 PM ESTIMATE NO. 01 BID OPENING 03/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 302,582.75 302,582.75 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 302,582.75 302,582.75 52 MOBILIZATION LS 62,000.0000 62,000.00 0.950 58,900.00 0.950 58,900.00 ORIGINAL CONTRACT AMOUNT 1,248,846.00 TOTAL WORK COMPLETED 361,482.75 361,482.75 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 361,482.75 361,482.75 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 05/18/09 75 00/00/00 06/02/09 09/23/09 29 6 0 0 29% 39% PROGRESS IS SATISFACTORY ZINK, PHIL RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/09