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 06/21/07 EST. NO.03 TIME 09:46 AM R.E. NAME: GREENE, DAVID 02-381604 --------------------------------------------------------------------------- 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 06/21/07 EST. NO.03 TIME 09:46 AM R.E. NAME: GREENE, DAVID 02-381604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 5/07 -3,000.00 02 PER LTR DATED 6/07 -7,000.00 03 -7,000.00 -10,000.00 TOTAL DEDUCTIONS -7,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 06/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-381604 TIME 09:46 AM ESTIMATE NO. 03 BID OPENING 01/17/07 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: GREENE, DAVID DATE OF THIS ESTIMATE 06/21/07 LOCATION RERUN PROGRESS ESTIMATE 02-LAS-395-30.7/56.7 ----------------------- SIERRA NEVADA CONSTRUCTION IN LASSEN COUNTY AT AND NEAR INC MILFORD FROM 1.5 KM NORTH OF P O BOX 50760 GARNIER ROAD TO 0.6 KM NORTH OF SPARKS NV 89435 SUNNYSIDE ROAD FED. AID NO. ACST-P395(215)E ,PH-P395(215)E SHOULDER WIDENING AND RUMBLE STRIP ------------------------------------------------------------------------------------------------------------------------------------ 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 0.250 375.00 0.250 375.00 02 TIME-RELATED OVERHEAD WDAY 3,007.0000 841,960.00 18.000 54,126.00 43.000 129,301.00 03 TEMPORARY FENCE (TYPE ESA) M 30.0000 33,000.00 639.000 19,170.00 1,099.000 32,970.00 04 PREPARE STORM WATER POLLUTION LS 7,500.0000 7,500.00 0.750 5,625.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 35,000.0000 35,000.00 0.061 2,135.00 0.150 5,250.00 06 TEMPORARY SOIL STABILIZER KG 9.0000 45,000.00 0.000 0.00 07 TEMPORARY FIBER ROLL M 12.0000 48,000.00 366.000 4,392.00 08 TEMPORARY SILT FENCE M 25.0000 11,250.00 724.500 18,112.50 761.500 19,037.50 09 TEMPORARY GRAVEL BAG BERM M 130.0000 6,500.00 0.000 0.00 10 TEMPORARY CHECK DAM M 25.0000 75,000.00 354.000 8,850.00 11 PORTABLE RADAR TRAILER LS 10,000.0000 10,000.00 0.061 610.00 0.150 1,500.00 12 CONSTRUCTION AREA SIGNS LS 12,500.0000 12,500.00 0.800 10,000.00 S) 13 TRAFFIC CONTROL SYSTEM LS 476,000.0000 476,000.00 0.061 29,036.00 0.150 71,400.00 S) 14 PORTABLE CHANGEABLE MESSAGE SIGN EA 16,000.0000 64,000.00 0.262 4,192.00 0.307 4,912.00 S) 15 REMOVE METAL CATTLE GUARD EA 4,500.0000 4,500.00 0.000 0.00 16 RESET CATTLE GUARD (PORTION) EA 650.0000 1,300.00 0.000 0.00 17 ADJUST CURB STOP EA 100.0000 3,000.00 0.000 0.00 18 REMOVE FENCE M 20.0000 3,800.00 0.000 0.00 19 REMOVE METAL BEAM GUARD RAILING M 10.0000 2,800.00 0.000 0.00 S) 20 REMOVE ROADSIDE SIGN EA 75.0000 2,850.00 0.000 0.00 21 REMOVE HEADWALL EA 1,900.0000 13,300.00 2.000 3,800.00 22 REMOVE DOWNDRAIN EA 2,500.0000 10,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 06/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-381604 TIME 09:46 AM ESTIMATE NO. 03 BID OPENING 01/17/07 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: GREENE, DAVID DATE OF THIS ESTIMATE 06/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RECONSTRUCT METAL BEAM GUARD RAILING M 50.0000 9,500.00 0.000 0.00 S) 24 RESET ROADSIDE SIGN EA 155.0000 23,250.00 0.000 0.00 25 RELOCATE MAILBOX EA 160.0000 5,120.00 0.000 0.00 26 RELOCATE ROADSIDE SIGN EA 330.0000 6,600.00 0.000 0.00 27 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 14.0000 29,540.00 0.000 0.00 S) 28 CLEARING AND GRUBBING LS 140,000.0000 140,000.00 0.125 17,500.00 0.750 105,000.00 29 ROADWAY EXCAVATION M3 24.0000 900,000.00 3,160.000 75,840.00 13,160.000 315,840.00 30 DITCH EXCAVATION M3 110.0000 48,400.00 162.400 17,864.00 162.400 17,864.00 31 EARTH RETAINING STRUCTURE M2 300.0000 90,000.00 0.000 0.00 (GUARD RAILING) 32 IMPORTED BORROW M3 55.0000 1,925,000.00 11,298.000 621,390.00 15,025.000 826,375.00 33 IMPORTED MATERIAL (SHOULDER BACKING) TONN 1.0000 57,700.00 0.000 0.00 34 STRAW (EROSION CONTROL) TONN 420.0000 79,800.00 0.000 0.00 S) 35 FIBER (EROSION CONTROL) KG 3.3000 43,890.00 0.000 0.00 S) 36 COMPOST (EROSION CONTROL) M3 235.0000 30,550.00 0.000 0.00 S) 37 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 3,600.00 0.000 0.00 S) 38 PURE LIVE SEED (EROSION CONTROL) KG 31.0000 117,800.00 0.000 0.00 S) 39 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 4.8000 27,360.00 0.000 0.00 S) 40 STABILIZING EMULSION (EROSION CONTROL) KG 5.9000 30,267.00 0.000 0.00 41 CLASS 2 AGGREGATE BASE M3 75.0000 1,770,000.00 1,760.000 132,000.00 11,530.000 864,750.00 42 REPLACE ASPHALT CONCRETE SURFACING M3 300.0000 1,689,000.00 796.080 238,824.00 2,081.510 624,453.00 43 ASPHALT CONCRETE (TYPE A) TONN 105.0000 9,723,000.00 6,693.750 702,843.75 6,693.750 702,843.75 44 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 115.0000 7,141,500.00 0.000 0.00 45 PAVING ASPHALT (BINDER-PAVEMENT TONN 1.0000 56.00 0.000 0.00 REINFORCING FABRIC) 46 PAVEMENT REINFORCING FABRIC M2 3.1000 155,930.00 0.000 0.00 47 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 200.0000 4,800.00 0.000 0.00 AREA) 48 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 20.0000 15,600.00 0.000 0.00 49 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 15.0000 18,150.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 06/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-381604 TIME 09:46 AM ESTIMATE NO. 03 BID OPENING 01/17/07 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: GREENE, DAVID DATE OF THIS ESTIMATE 06/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 SHOULDER RUMBLE STRIP STA 58.0000 52,780.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 51 MINOR CONCRETE (MINOR STRUCTURE) M3 4,500.0000 9,450.00 0.000 0.00 F) 52 MINOR CONCRETE (BACKFILL) M3 500.0000 4,000.00 0.000 0.00 53 ROADSIDE SIGN - ONE POST EA 250.0000 9,750.00 0.000 0.00 54 ROADSIDE SIGN - TWO POST EA 325.0000 2,925.00 0.000 0.00 55 900 MM PLASTIC PIPE M 1,100.0000 12,100.00 0.000 0.00 56 200 MM CORRUGATED STEEL PIPE M 400.0000 5,600.00 6.500 2,600.00 6.500 2,600.00 (1.63 MM THICK) 57 450 MM CORRUGATED STEEL PIPE M 790.0000 260,700.00 20.000 15,800.00 342.000 270,180.00 (1.63 MM THICK) 58 600 MM CORRUGATED STEEL PIPE M 700.0000 168,000.00 9.000 6,300.00 80.600 56,420.00 (1.63 MM THICK) 59 750 MM CORRUGATED STEEL PIPE M 850.0000 41,650.00 9.000 7,650.00 10.500 8,925.00 (1.63 MM THICK) 60 900 MM CORRUGATED STEEL PIPE M 825.0000 18,150.00 21.500 17,737.50 21.500 17,737.50 (1.63 MM THICK) 61 1050 MM CORRUGATED STEEL PIPE M 875.0000 12,250.00 19.500 17,062.50 (1.63 MM THICK) 62 1200 MM CORRUGATED STEEL PIPE M 1,025.0000 18,450.00 8.500 8,712.50 8.500 8,712.50 (1.63 MM THICK) 63 1350 MM CORRUGATED STEEL PIPE M 750.0000 7,500.00 0.000 0.00 (2.01 MM THICK) 64 875 MM X 600 MM CORRUGATED STEEL PIPE M 410.0000 4,510.00 10.500 4,305.00 10.500 4,305.00 ARCH (2.01 MM THICK) 65 1225 MM X 825 MM CORRUGATED STEEL PIPE M 625.0000 10,000.00 5.300 3,312.50 5.300 3,312.50 ARCH (2.01 MM THICK) 66 1425 MM X 950 MM CORRUGATED STEEL PIPE M 1,075.0000 8,600.00 0.000 0.00 ARCH (2.01 MM THICK) 67 1600 MM X 1075 MM CORRUGATED STEEL PIPE M 1,200.0000 4,200.00 0.000 0.00 ARCH (2.01 MM THICK) 68 200 MM PERFORATED PLASTIC M 13.0000 1,560.00 0.000 0.00 PIPE UNDERDRAIN 69 CLASS 1 PERMEABLE MATERIAL (BLANKET) M3 130.0000 48,100.00 0.000 0.00 70 250 MM CORRUGATED STEEL FLUME DOWNDRAIN M 345.0000 65,550.00 0.000 0.00 71 TAPERED INLET EA 110.0000 2,750.00 0.000 0.00 72 250 MM FLUME ANCHOR ASSEMBLY EA 120.0000 3,000.00 0.000 0.00 73 450 MM STEEL FLARED END SECTION EA 110.0000 13,200.00 116.000 12,760.00 74 600 MM STEEL FLARED END SECTION EA 160.0000 11,840.00 17.000 2,720.00 42.000 6,720.00 75 750 MM STEEL FLARED END SECTION EA 275.0000 3,300.00 2.000 550.00 3.000 825.00 76 900 MM STEEL FLARED END SECTION EA 480.0000 2,400.00 5.000 2,400.00 5.000 2,400.00 PROGRAM CAS145 PAGE 4 DATE 06/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-381604 TIME 09:46 AM ESTIMATE NO. 03 BID OPENING 01/17/07 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: GREENE, DAVID DATE OF THIS ESTIMATE 06/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 1050 MM STEEL FLARED END SECTION EA 1,050.0000 3,150.00 4.000 4,200.00 78 1200 MM STEEL FLARED END SECTION EA 1,150.0000 4,600.00 1.000 1,150.00 1.000 1,150.00 79 1350 MM STEEL FLARED END SECTION EA 1,500.0000 1,500.00 0.000 0.00 80 900 MM ALTERNATIVE FLARED END SECTION EA 490.0000 1,960.00 0.000 0.00 81 875 MM X 600 MM STEEL FLARED END EA 275.0000 275.00 1.000 275.00 1.000 275.00 PIPE ARCH SECTION 82 1225 MM X 825 MM STEEL FLARED END EA 1,050.0000 2,100.00 2.000 2,100.00 2.000 2,100.00 PIPE ARCH SECTION 83 1425 MM X 950 MM STEEL FLARED END EA 1,150.0000 2,300.00 0.000 0.00 PIPE ARCH SECTION 84 1600 MM X 1075 MM STEEL FLARED END EA 1,500.0000 1,500.00 0.000 0.00 PIPE ARCH SECTION 85 ROCK SLOPE PROTECTION M3 980.0000 5,880.00 0.000 0.00 (FACING, METHOD B) 86 ROCK SLOPE PROTECTION M3 780.0000 11,700.00 0.000 0.00 (BACKING NO. 2, METHOD B) 87 ROCK SLOPE PROTECTION FABRIC M2 2.1000 205.80 0.000 0.00 88 FENCE (TYPE BW, 5 STRAND, METAL POST) M 28.0000 5,320.00 0.000 0.00 S) 89 DELINEATOR (CLASS 2) EA 42.5000 41,650.00 0.000 0.00 90 HIGHWAY POST MARKER EA 42.5000 2,210.00 0.000 0.00 91 MARKER (CULVERT) EA 30.0000 11,100.00 0.000 0.00 92 OBJECT MARKER (TYPE L-1) EA 35.0000 7,700.00 0.000 0.00 93 METAL BEAM GUARD RAILING M 63.0000 140,490.00 0.000 0.00 S) 94 CABLE RAILING M 47.0000 20,680.00 0.000 0.00 S) 95 END SECTION EA 105.0000 8,190.00 0.000 0.00 S) 96 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,125.0000 165,750.00 0.000 0.00 S) 97 THERMOPLASTIC PAVEMENT MARKING M2 75.0000 41,250.00 0.000 0.00 S) 98 THERMOPLASTIC TRAFFIC STRIPE M 0.7500 112,500.00 0.000 0.00 S) (SPRAYABLE) 99 PAVEMENT MARKER EA 8.0000 66,720.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) 00 TRAFFIC MONITORING STATION LS 5,000.0000 5,000.00 0.000 0.00 S) 01 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 02 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 52.0000 14,560.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 06/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-381604 TIME 09:46 AM ESTIMATE NO. 03 BID OPENING 01/17/07 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: GREENE, DAVID DATE OF THIS ESTIMATE 06/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,009,630.75 4,174,223.25 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,009,630.75 4,174,223.25 03 MOBILIZATION LS 2572,228.2000 2,572,228.20 0.250 643,057.05 0.750 1,929,171.15 ORIGINAL CONTRACT AMOUNT 29,848,007.00 TOTAL WORK COMPLETED 2,652,687.80 6,103,394.40 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -7,000.00 -10,000.00 TOTAL 2,645,687.80 6,093,394.40 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 02/14/07 280 04/09/07 03/01/07 05/29/08 43 33 0 0 20% 15% PROGRESS IS SATISFACTORY GREENE, DAVID RESIDENT ENGINEER PROGRAM CAS145 DATE 06/21/07