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.03 TIME 01:16 PM R.E. NAME: RODRIGUEZ, JOAQUIN 01-363204 --------------------------------------------------------------------------- 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 0001 879.85 E.W. @ F.A.(+) 033109 N 0001 0 002 0001 2,411.01 E.W. @ F.A.(+) 052709 N 0001 0 007 0001 1,064.88 E.W. @ F.A.(+) 060509 N 0001 0 4,355.74 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 4,355.74 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 07/22/09 EST. NO.03 TIME 01:16 PM R.E. NAME: RODRIGUEZ, JOAQUIN 01-363204 --------------------------------------------------------------------------- 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 01-363204 TIME 01:16 PM ESTIMATE NO. 03 BID OPENING 10/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: RODRIGUEZ, JOAQUIN DATE OF THIS ESTIMATE 07/22/09 LOCATION PROGRESS ESTIMATE 01-HUM-101-R48.7/56.3 ----------------- GRANITE CONSTRUCTION COMPANY IN HUMBOLDT COUNTY IN AND NEAR RIO P O BOX 50085 DELL FROM EEL RIVER BRIDGE AND WATSONVILLE CA 95077 OVERHEAD TO 0.5 MILE SOUTH OF VAN DUZEN RIVER BRIDGE FED. AID NO. ACNH-Q101(149)E PLACE RUBBERIZED HOT MIX ASPHALT ------------------------------------------------------------------------------------------------------------------------------------ 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 8,250.0000 8,250.00 0.150 1,237.50 0.250 2,062.50 02 TIME-RELATED OVERHEAD WDAY 500.0000 112,500.00 25.000 12,500.00 42.000 21,000.00 03 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.111 555.00 0.187 935.00 04 HEALTH AND SAFETY PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 05 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.075 300.00 0.575 2,300.00 S) PREVENTION PLAN 06 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 07 TEMPORARY FIBER ROLL LF 1.5000 7,500.00 2,005.000 3,007.50 2,055.000 3,082.50 08 TEMPORARY GRAVEL BAG BERM LF 4.6500 23,250.00 0.000 0.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 5,000.00 0.000 0.00 10 TEMPORARY DRAINAGE INLET PROTECTION EA 215.0000 3,225.00 5.000 1,075.00 5.000 1,075.00 11 STREET SWEEPING LS 115,000.0000 115,000.00 0.000 0.00 12 CONSTRUCTION AREA SIGNS LS 3,000.0000 3,000.00 0.033 99.00 0.656 1,968.00 S) 13 TRAFFIC CONTROL SYSTEM LS 365,000.0000 365,000.00 0.102 37,230.00 0.112 40,880.00 S) 14 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.180 2,700.00 0.190 2,850.00 S) 15 TEMPORARY RAILING (TYPE K) LF 62.0000 22,320.00 0.000 0.00 S) 16 TEMPORARY CRASH CUSHION (ABSORB 350) EA 5,500.0000 16,500.00 0.000 0.00 S) 17 ABANDON CULVERT LF 22.0000 3,740.00 169.000 3,718.00 169.000 3,718.00 18 REMOVE TERMINAL SYSTEM EA 500.0000 17,000.00 0.000 0.00 19 REMOVE FLARED END SECTION EA 280.0000 2,520.00 4.000 1,120.00 7.000 1,960.00 20 REMOVE ASPHALT CONCRETE DIKE LF 0.2400 6,144.00 1,741.000 417.84 1,741.000 417.84 21 REMOVE CULVERT LF 8.0000 10,800.00 1,208.400 9,667.20 1,208.400 9,667.20 22 REMOVE INLET EA 410.0000 1,640.00 3.000 1,230.00 3.000 1,230.00 PROGRAM CAS145 PAGE 2 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-363204 TIME 01:16 PM ESTIMATE NO. 03 BID OPENING 10/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: RODRIGUEZ, JOAQUIN 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 RECONSTRUCT FENCE (TYPE BW) LF 25.0000 3,750.00 0.000 0.00 S) 24 RECONSTRUCT CHAIN LINK FENCE LF 50.0000 32,500.00 0.000 0.00 S) 25 RECONSTRUCT METAL BEAM GUARD RAILING LF 13.0000 171,600.00 0.000 0.00 S) 26 RECONSTRUCT TRANSITION RAILING EA 2,700.0000 75,600.00 0.000 0.00 S) (TYPE WB) 27 RESET CULVERT MARKER EA 40.0000 1,280.00 0.000 0.00 28 RESET ROADSIDE SIGN EA 225.0000 3,600.00 0.000 0.00 29 RELOCATE TEMPORARY CRASH CUSHION EA 375.0000 750.00 0.000 0.00 (ABSORB 350) 30 RELOCATE ROADSIDE SIGN EA 225.0000 225.00 0.000 0.00 31 18" PLASTIC PIPE-LINER LF 100.0000 82,000.00 409.000 40,900.00 32 24" PLASTIC PIPE-LINER LF 175.0000 24,500.00 78.000 13,650.00 33 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.8500 300,900.00 12,320.000 10,472.00 12,320.000 10,472.00 S) 34 REMOVE CONCRETE (STRUCTURE) CY 335.0000 2,010.00 4.000 1,340.00 35 REMOVE BRIDGE RAILING LF 32.5000 2,600.00 0.000 0.00 36 BRIDGE REMOVAL (PORTION) LS 30,000.0000 30,000.00 0.000 0.00 37 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.500 5,000.00 0.600 6,000.00 38 ROADWAY EXCAVATION CY 9.0000 27,000.00 1,187.000 10,683.00 1,187.000 10,683.00 39 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000.00 S) 40 DITCH EXCAVATION CY 14.0000 7,980.00 0.000 0.00 41 IMPORTED BORROW CY 140.0000 1,400.00 18.000 2,520.00 18.000 2,520.00 42 IMPORTED MATERIAL (SHOULDER BACKING) TON 30.0000 96,900.00 0.000 0.00 43 WEED CONTROL MAT (FIBER) SQYD 32.5000 217,750.00 0.000 0.00 S) 44 IMPORTED TOPSOIL CY 24.0000 2,880.00 120.000 2,880.00 120.000 2,880.00 45 EROSION CONTROL (BLANKET) SQYD 5.2500 1,890.00 0.000 0.00 S) 46 EROSION CONTROL (TYPE D) SQYD 1.0000 4,370.00 0.000 0.00 47 CLASS 2 AGGREGATE BASE CY 40.0000 52,800.00 862.000 34,480.00 862.000 34,480.00 48 SEAL RANDOM CRACKS LNMI 2,250.0000 42,750.00 0.000 0.00 49 REPLACE ASPHALT CONCRETE SURFACING CY 205.0000 717,500.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-363204 TIME 01:16 PM ESTIMATE NO. 03 BID OPENING 10/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: RODRIGUEZ, JOAQUIN 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 HOT MIX ASPHALT (TYPE A) TON 105.0000 143,850.00 0.000 0.00 51 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 110.0000 5,005,000.00 0.000 0.00 52 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 95.0000 3,477,000.00 0.000 0.00 53 SHOULDER RUMBLE STRIP STA 27.0000 27,270.00 0.000 0.00 (HMA,GROUND-IN INDENTATIONS) 54 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.2000 6,660.00 0.000 0.00 55 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2000 3,156.00 0.000 0.00 56 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2000 16,680.00 0.000 0.00 57 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2000 16,320.00 0.000 0.00 58 PLACE HOT MIX ASPHALT SQYD 25.0000 3,750.00 0.000 0.00 (MISCELLANEOUS AREA) 59 MINOR CONCRETE (MINOR STRUCTURE) CY 2,250.0000 18,000.00 6.000 13,500.00 6.000 13,500.00 F) 60 18" ALTERNATIVE PIPE CULVERT LF 85.0000 61,200.00 737.000 62,645.00 757.000 64,345.00 61 24" ALTERNATIVE PIPE CULVERT LF 140.0000 58,800.00 420.500 58,870.00 420.500 58,870.00 62 30" ALTERNATIVE PIPE CULVERT LF 150.0000 18,000.00 114.000 17,100.00 114.000 17,100.00 63 36" ALTERNATIVE PIPE CULVERT LF 160.0000 16,000.00 101.000 16,160.00 101.000 16,160.00 64 42" ALTERNATIVE PIPE CULVERT LF 160.0000 3,200.00 0.000 0.00 65 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 40.0000 21,600.00 140.000 5,600.00 550.000 22,000.00 66 CABLE ANCHORAGE SYSTEM LF 950.0000 5,700.00 0.000 0.00 67 24" ALTERNATIVE PIPE CULVERT ELBOW EA 420.0000 420.00 0.000 0.00 68 36" ALTERNATIVE PIPE CULVERT ELBOW EA 1,000.0000 1,000.00 0.000 0.00 69 24" ALTERNATIVE PIPE DOWNDRAIN LF 120.0000 960.00 0.000 0.00 70 36" ALTERNATIVE PIPE DOWNDRAIN LF 125.0000 1,250.00 0.000 0.00 71 36" CORRUGATED STEEL PIPE INLET LF 550.0000 8,800.00 13.200 7,260.00 13.200 7,260.00 (.079" THICK) 72 18" STEEL FLARED END SECTION EA 590.0000 590.00 1.000 590.00 1.000 590.00 73 24" STEEL FLARED END SECTION EA 650.0000 2,600.00 0.000 0.00 74 30" STEEL FLARED END SECTION EA 820.0000 1,640.00 0.000 0.00 75 36" STEEL FLARED END SECTION EA 1,000.0000 1,000.00 0.000 0.00 76 ROCK SLOPE PROTECTION CY 80.0000 28,800.00 480.000 38,400.00 480.000 38,400.00 (1/2 TON, METHOD B) PROGRAM CAS145 PAGE 4 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-363204 TIME 01:16 PM ESTIMATE NO. 03 BID OPENING 10/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: RODRIGUEZ, JOAQUIN 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 ------------------------------------------------------------------------------------------------------------------------------------ 77 ROCK SLOPE PROTECTION CY 105.0000 19,950.00 8.200 861.00 16.200 1,701.00 (1/4 TON, METHOD B) 78 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 195.0000 3,510.00 10.000 1,950.00 16.000 3,120.00 79 ROCK SLOPE PROTECTION CY 90.0000 2,970.00 0.000 0.00 (BACKING NO. 1, METHOD B) 80 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 1,740.00 881.300 1,762.60 947.300 1,894.60 81 MISCELLANEOUS IRON AND STEEL LB 3.5000 2,471.00 0.000 0.00 SF) 82 DELINEATOR (CLASS 1) EA 45.0000 26,550.00 0.000 0.00 83 OBJECT MARKER (TYPE L-1) EA 45.0000 1,215.00 0.000 0.00 84 DOUBLE METAL BEAM GUARD RAILING LF 45.0000 14,400.00 0.000 0.00 S) (WOOD POST) 85 CONCRETE BARRIER LF 725.0000 19,575.00 0.000 0.00 F) 86 CABLE RAILING LF 100.0000 1,400.00 0.000 0.00 S) 87 RAIL TENSIONING ASSEMBLY EA 485.0000 4,365.00 0.000 0.00 S) 88 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 8,500.00 0.000 0.00 S) 89 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,750.0000 8,250.00 0.000 0.00 S) 90 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,250.0000 51,750.00 0.000 0.00 S) 91 CRASH CUSHION (TYPE CAT) EA 7,500.0000 60,000.00 0.000 0.00 S) 92 BRIDGE RAIL RETROFIT (XS 16-400) EA 3,600.0000 7,200.00 0.000 0.00 S) 93 BRIDGE RAIL RETROFIT (XS 16-420) EA 3,200.0000 19,200.00 0.000 0.00 S) 94 BRIDGE RAIL RETROFIT (XS 16-430-1) EA 2,800.0000 28,000.00 0.000 0.00 S) 95 BRIDGE RAIL RETROFIT (XS 16-430-2) EA 2,900.0000 29,000.00 0.000 0.00 S) 96 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 25,130.00 0.000 0.00 S) 97 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 2,248.00 0.000 0.00 S) 98 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 1,624.00 0.000 0.00 S) (BROKEN 12-3) 99 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 28,100.00 0.000 0.00 S) 00 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 25,830.00 0.000 0.00 S) (BROKEN 36-12) 01 THERMOPLASTIC TRAFFIC STRIPE LF 0.1800 14,850.00 0.000 0.00 S) (SPRAYABLE) 02 PAVEMENT MARKER (NON-REFLECTIVE) EA 4.0000 24,640.00 0.000 0.00 S) 03 PAVEMENT MARKER (RETROREFLECTIVE) EA 0.1000 1,100.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-363204 TIME 01:16 PM ESTIMATE NO. 03 BID OPENING 10/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: RODRIGUEZ, JOAQUIN 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 ------------------------------------------------------------------------------------------------------------------------------------ 04 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 0.000 0.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 05 MODIFY LIGHTING (LOCATION 1) LS 134,000.0000 134,000.00 0.530 71,020.00 0.550 73,700.00 S) 06 MODIFY LIGHTING (LOCATION 2) LS 123,000.0000 123,000.00 0.560 68,880.00 0.580 71,340.00 S) 07 MODIFY LIGHTING (LOCATION 3) LS 137,000.0000 137,000.00 0.310 42,470.00 0.550 75,350.00 S) PROGRAM CAS145 PAGE 6 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-363204 TIME 01:16 PM ESTIMATE NO. 03 BID OPENING 10/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: RODRIGUEZ, JOAQUIN 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 552,960.64 688,901.64 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 4,355.74 4,355.74 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 557,316.38 693,257.38 08 MOBILIZATION LS 425,000.0000 425,000.00 0.500 212,500.00 0.500 212,500.00 ORIGINAL CONTRACT AMOUNT 12,871,738.00 TOTAL WORK COMPLETED 769,816.38 905,757.38 MATERIALS ON HAND ON SITE 194,713.08 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 769,816.38 1,100,470.46 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 11/04/08 225 05/19/09 12/29/08 04/16/10 42 98 0 0 7% 19% PROGRESS IS SATISFACTORY RODRIGUEZ, JOAQUIN RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/09