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 12/28/07 EST. NO.19 TIME 05:35 PM R.E. NAME: GRANADOS, ANTHONY 02-251474 --------------------------------------------------------------------------- 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 12/28/07 EST. NO.19 TIME 05:35 PM R.E. NAME: GRANADOS, ANTHONY 02-251474 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM2402 -10,000.00 17 SWDRR -10,000.00 17 RECEIVED SWDRR 10,000.00 18 RECEIVED CEM2402(S) 10,000.00 19 10,000.00 0.00 LABOR COMPLIANCE VIOLATION PAYROLL REVIEW -1,540.51 17 0.00 -1,540.51 TOTAL DEDUCTIONS 10,000.00 -1,540.51 PROGRAM CAS145 PAGE 1 DATE 12/28/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-251474 TIME 05:35 PM ESTIMATE NO. 19 BID OPENING 01/18/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/24/07 R.E. NAME: GRANADOS, ANTHONY DATE OF THIS ESTIMATE 12/28/07 LOCATION SEMI-FINAL ESTIMATE 02-TEH-99-7.9/8.9 ------------------- SHASTA CONSTRUCTORS INC IN TEHAMA COUNTY FROM 0.6 KM NORTH P O BOX 491539 OF LONG CREEK BRIDGE TO 0.3 KM REDDING CA 96049 SOUTH OF CHAMPLIN SLOUGH BRIDGE FED. AID NO. N O N E BRIDGE REPLACEMENT SCOUR ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 2,500.00 02 TIME-RELATED OVERHEAD WDAY 100.0000 24,000.00 235.000 23,500.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 5,800.00 606.000 6,060.00 04 PREPARE STORM WATER POLLUTION LS 1,875.0000 1,875.00 1.000 1,875.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 23,000.0000 23,000.00 1.000 23,000.00 06 TEMPORARY SILT FENCE M 10.0000 3,700.00 27.000 270.00 07 TEMPORARY STRAW BALE EA 20.0000 4,000.00 0.000 0.00 08 CONSTRUCTION AREA SIGNS LS 3,000.0000 3,000.00 1.000 3,000.00 S) 09 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 1.000 25,000.00 S) 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7500 4,470.00 4,646.000 3,484.50 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 36.0000 504.00 30.000 1,080.00 S) 12 PORTABLE CHANGEABLE MESSAGE SIGN EA 5,000.0000 10,000.00 3.000 15,000.00 S) 13 TEMPORARY RAILING (TYPE K) M 50.0000 69,500.00 1,380.000 69,000.00 14 REMOVE FENCE (TYPE BW) M 7.0000 1,050.00 117.000 819.00 15 REMOVE METAL BEAM GUARD RAILING M 20.0000 1,600.00 80.000 1,600.00 16 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 17,880.00 3,322.000 13,288.00 17 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 500.00 5.000 500.00 18 REMOVE CULVERT M 80.0000 5,680.00 60.600 4,848.00 19 REMOVE ASPHALT CONCRETE SURFACING M2 5.0000 41,550.00 8,000.000 40,000.00 20 RESET MAILBOX EA 225.0000 450.00 1.000 225.00 21 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 11.0000 5,280.00 600.000 6,600.00 S) (45 MM MAXIMUM) 22 REMOVE CONCRETE (CHANNEL) M2 50.0000 8,500.00 165.000 8,250.00 PROGRAM CAS145 PAGE 2 DATE 12/28/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-251474 TIME 05:35 PM ESTIMATE NO. 19 BID OPENING 01/18/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/24/07 R.E. NAME: GRANADOS, ANTHONY DATE OF THIS ESTIMATE 12/28/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 BRIDGE REMOVAL LS 75,000.0000 75,000.00 1.000 75,000.00 24 CLEARING AND GRUBBING LS 2,000.0000 2,000.00 1.000 2,000.00 25 REMOVE TREE STUMP EA 60.0000 10,800.00 171.000 10,260.00 26 DEVELOP WATER SUPPLY LS 7,000.0000 7,000.00 1.000 7,000.00 27 ROADWAY EXCAVATION M3 35.0000 185,500.00 5,300.000 185,500.00 28 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 S) 29 ROADWAY EXCAVATION (CHANNEL) M3 23.5000 119,380.00 5,410.000 127,135.00 30 STRUCTURE EXCAVATION (TYPE A) M3 713.0000 377,890.00 530.000 377,890.00 F) 31 STRUCTURE EXCAVATION (TYPE D) M3 350.0000 100,100.00 286.000 100,100.00 F) 32 STRUCTURE EXCAVATION (RETAINING WALL) M3 80.0000 34,000.00 425.000 34,000.00 F) 33 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 10,400.00 208.000 10,400.00 F) 34 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 25,900.00 518.000 25,900.00 F) 35 IMPORTED MATERIAL (SHOULDER BACKING) M3 45.0000 32,400.00 720.000 32,400.00 36 MINOR CONCRETE (WEED BARRIER) M3 400.0000 3,200.00 8.000 3,200.00 37 STRAW (EROSION CONTROL) TONN 500.0000 10,500.00 18.500 9,250.00 S) 38 FIBER (EROSION CONTROL) KG 1.0000 4,160.00 3,693.000 3,693.00 S) 39 COMPOST (EROSION CONTROL) M3 300.0000 9,300.00 27.500 8,250.00 S) 40 PURE LIVE SEED (EROSION CONTROL) KG 20.0000 5,400.00 237.440 4,748.80 S) 41 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 710.00 627.000 627.00 S) 42 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 3,900.00 697.000 3,485.00 S) 43 CLASS 2 AGGREGATE BASE M3 40.0000 138,000.00 3,450.000 138,000.00 44 ASPHALT CONCRETE (TYPE A) TONN 95.0000 675,450.00 6,377.050 605,819.75 45 ASPHALT CONCRETE (OPEN GRADED) TONN 95.0000 49,400.00 632.800 60,116.00 46 SHOULDER RUMBLE STRIP STA 185.0000 3,145.00 30.390 5,622.15 (AC, GROUND-IN INDENTATIONS) 47 FURNISH STEEL PILING (HP 250 X 85) M 10.0000 7,720.00 598.570 5,985.70 48 DRIVE STEEL PILE (HP 250 X 85) EA 2,500.0000 137,500.00 55.000 137,500.00 S) 49 FURNISH STEEL PILING (HP 360 X 174) M 20.0000 30,280.00 973.030 19,460.60 PROGRAM CAS145 PAGE 3 DATE 12/28/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-251474 TIME 05:35 PM ESTIMATE NO. 19 BID OPENING 01/18/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/24/07 R.E. NAME: GRANADOS, ANTHONY DATE OF THIS ESTIMATE 12/28/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 DRIVE STEEL PILE (HP 360 X 174) EA 2,500.0000 270,000.00 108.000 270,000.00 S) 51 PRESTRESSING CAST-IN-PLACE CONCRETE LS 40,000.0000 40,000.00 1.000 40,000.00 S) 52 SEAL COURSE CONCRETE M3 1,000.0000 60,000.00 60.000 60,000.00 53 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 650.0000 95,550.00 147.000 95,550.00 F) 54 STRUCTURAL CONCRETE, BRIDGE M3 650.0000 627,250.00 965.000 627,250.00 F) 55 STRUCTURAL CONCRETE, RETAINING WALL M3 650.0000 141,700.00 218.000 141,700.00 F) 56 STRUCTURAL CONCRETE, APPROACH SLAB M3 650.0000 12,350.00 19.000 12,350.00 F) (TYPE EQ) 57 MINOR CONCRETE M3 650.0000 325.00 0.500 325.00 58 MINOR CONCRETE (BACKFILL) M3 150.0000 2,100.00 13.900 2,085.00 59 JOINT SEAL ASSEMBLY (MR 80 MM) M 500.0000 12,500.00 25.000 12,500.00 S) 60 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 290,200.00 145,100.000 290,200.00 SF) 61 BAR REINFORCING STEEL (RETAINING WALL) KG 3.0000 52,200.00 17,400.000 52,200.00 SF) 62 ROADSIDE SIGN - ONE POST EA 350.0000 1,050.00 3.000 1,050.00 63 450 MM ALTERNATIVE PIPE CULVERT M 200.0000 8,400.00 42.000 8,400.00 64 600 MM ALTERNATIVE PIPE CULVERT M 500.0000 13,500.00 27.000 13,500.00 65 WELDED STEEL PIPE CASING (BRIDGE) M 250.0000 7,500.00 30.000 7,500.00 66 450 MM ALTERNATIVE FLARED END SECTION EA 250.0000 1,000.00 4.000 1,000.00 67 600 MM ALTERNATIVE FLARED END SECTION EA 550.0000 1,100.00 2.000 1,100.00 68 ROCK SLOPE PROTECTION (LIGHT, METHOD B) TONN 40.0000 148,000.00 7,704.000 308,160.00 69 ROCK SLOPE PROTECTION TONN 42.0000 64,260.00 748.990 31,457.58 (BACKING NO. 2, METHOD B) 70 ROCK SLOPE PROTECTION TONN 90.0000 3,690.00 0.000 0.00 (BACKING NO. 3, METHOD B) 71 ROCK SLOPE PROTECTION (1/4T, METHOD B) TONN 40.0000 161,200.00 2,510.929 100,437.16 72 ROCK SLOPE PROTECTION FABRIC M2 2.0000 9,100.00 4,408.000 8,816.00 73 FENCE (TYPE BW, 4-STRAND, METAL POST) M 20.0000 10,600.00 0.000 0.00 S) 74 DELINEATOR (CLASS 1) EA 40.0000 520.00 93.000 3,720.00 75 MILEPOST MARKER EA 50.0000 100.00 2.000 100.00 76 MARKER (CULVERT) EA 45.0000 270.00 4.000 180.00 PROGRAM CAS145 PAGE 4 DATE 12/28/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-251474 TIME 05:35 PM ESTIMATE NO. 19 BID OPENING 01/18/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/24/07 R.E. NAME: GRANADOS, ANTHONY DATE OF THIS ESTIMATE 12/28/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 OBJECT MARKER (TYPE L-1) EA 40.0000 240.00 6.000 240.00 78 TUBULAR BICYCLE RAILING M 250.0000 80,000.00 320.000 80,000.00 SF) 79 TRANSITION RAILING (TYPE WB) EA 3,200.0000 12,800.00 4.000 12,800.00 S) 80 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,100.0000 8,400.00 4.000 8,400.00 S) 81 CONCRETE BARRIER (TYPE 736) M 150.0000 48,000.00 320.000 48,000.00 F) 82 THERMOPLASTIC TRAFFIC STRIPE M 1.4500 7,569.00 6,180.000 8,961.00 S) (SPRAYABLE) 83 PAVEMENT MARKER EA 16.0000 1,920.00 334.000 5,344.00 S) (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 5 DATE 12/28/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-251474 TIME 05:35 PM ESTIMATE NO. 19 BID OPENING 01/18/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/24/07 R.E. NAME: GRANADOS, ANTHONY DATE OF THIS ESTIMATE 12/28/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 4,499,068.24 ADJUSTMENT OF COMPENSATION 0.00 6,795.00 EXTRA WORK 0.00 70,783.17 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 4,576,646.41 84 MOBILIZATION LS 501,500.0000 501,500.00 1.000 501,500.00 ORIGINAL CONTRACT AMOUNT 5,016,268.00 TOTAL WORK COMPLETED 0.00 5,078,146.41 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -1,540.51 TOTAL 10,000.00 5,076,605.90 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 03/07/06 235 05/15/06 03/22/06 09/24/07 215 12 0 0 100% 100% GRANADOS, ANTHONY RESIDENT ENGINEER PROGRAM CAS145 DATE 12/28/07