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 10/22/09 EST. NO.06 TIME 12:37 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 0005 326.58 E.W. @ F.A.(+) 081409 N 0005 0 0007 708.60 072109 N 0007 0 0008 17,501.74 091109 N 0008 0 002 0005 200.00 E.W. @ F.A.(+) 090709 N 0005 0 004 0002 3,244.80 E.W. @ U.P (+) 060109 N 0002 0 011 0001 10,370.00 E.W. @ U.P (+) 073009 N 0001 0 016 0001 1,184.90 E.W. @ F.A.(+) 061709 N 0001 0 0002 523.98 062509 N 0002 0 0003 836.58 072409 N 0003 0 0004 575.97 072409 N 0004 0 021 0001 12,581.72 E.W. @ F.A.(+) 091609 N 0001 0 48,054.87 TOTAL THIS ESTIMATE 77,999.14 TOTAL PREVIOUS ESTIMATE 126,054.01 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 10/22/09 EST. NO.06 TIME 12:37 PM R.E. NAME: RODRIGUEZ, JOAQUIN 01-363204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391S -10,000.00 04 REC'D FHWA 1391S 10,000.00 06 10,000.00 0.00 LABOR COMPLIANCE VIOLATION OUTSTANDING CERTDOCS -2,000.00 06 -2,000.00 -2,000.00 TOTAL DEDUCTIONS 8,000.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-363204 TIME 12:37 PM ESTIMATE NO. 06 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 10/20/09 R.E. NAME: RODRIGUEZ, JOAQUIN DATE OF THIS ESTIMATE 10/22/09 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 0.750 6,187.50 02 TIME-RELATED OVERHEAD WDAY 500.0000 112,500.00 20.000 10,000.00 104.000 52,000.00 03 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.089 445.00 0.462 2,310.00 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 0.036 144.00 0.685 2,740.00 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 2,575.000 3,862.50 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 1.000 2,500.00 10 TEMPORARY DRAINAGE INLET PROTECTION EA 215.0000 3,225.00 21.000 4,515.00 11 STREET SWEEPING LS 115,000.0000 115,000.00 0.089 10,235.00 0.462 53,130.00 12 CONSTRUCTION AREA SIGNS LS 3,000.0000 3,000.00 0.027 81.00 0.739 2,217.00 S) 13 TRAFFIC CONTROL SYSTEM LS 365,000.0000 365,000.00 0.089 32,485.00 0.462 168,630.00 S) 14 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.089 1,335.00 0.462 6,930.00 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 18 REMOVE TERMINAL SYSTEM EA 500.0000 17,000.00 23.000 11,500.00 27.000 13,500.00 19 REMOVE FLARED END SECTION EA 280.0000 2,520.00 9.000 2,520.00 20 REMOVE ASPHALT CONCRETE DIKE LF 0.2400 6,144.00 26,389.000 6,333.36 21 REMOVE CULVERT LF 8.0000 10,800.00 1,354.400 10,835.20 22 REMOVE INLET EA 410.0000 1,640.00 3.000 1,230.00 PROGRAM CAS145 PAGE 2 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-363204 TIME 12:37 PM ESTIMATE NO. 06 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 10/20/09 R.E. NAME: RODRIGUEZ, JOAQUIN DATE OF THIS ESTIMATE 10/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,750.00 141.000 3,525.00 S) 24 RECONSTRUCT CHAIN LINK FENCE LF 50.0000 32,500.00 576.000 28,800.00 S) 25 RECONSTRUCT METAL BEAM GUARD RAILING LF 13.0000 171,600.00 7,578.500 98,520.50 13,342.500 173,452.50 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 82,000.00 818.000 81,800.00 32 24" PLASTIC PIPE-LINER LF 175.0000 24,500.00 156.000 27,300.00 33 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.8500 300,900.00 252,122.000 214,303.70 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 0.009 90.00 0.946 9,460.00 38 ROADWAY EXCAVATION CY 9.0000 27,000.00 1,389.000 12,501.00 39 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 S) 40 DITCH EXCAVATION CY 14.0000 7,980.00 609.000 8,526.00 1,309.000 18,326.00 41 IMPORTED BORROW CY 140.0000 1,400.00 18.000 2,520.00 42 IMPORTED MATERIAL (SHOULDER BACKING) TON 30.0000 96,900.00 6,134.170 184,025.10 6,224.170 186,725.10 43 WEED CONTROL MAT (FIBER) SQYD 32.5000 217,750.00 3,916.000 127,270.00 5,638.800 183,261.00 S) 44 IMPORTED TOPSOIL CY 24.0000 2,880.00 232.000 5,568.00 498.000 11,952.00 45 EROSION CONTROL (BLANKET) SQYD 5.2500 1,890.00 1,039.000 5,454.75 S) 46 EROSION CONTROL (TYPE D) SQYD 1.0000 4,370.00 3,860.000 3,860.00 47 CLASS 2 AGGREGATE BASE CY 40.0000 52,800.00 116.000 4,640.00 978.000 39,120.00 48 SEAL RANDOM CRACKS LNMI 2,250.0000 42,750.00 20.900 47,025.00 49 REPLACE ASPHALT CONCRETE SURFACING CY 205.0000 717,500.00 261.400 53,587.00 4,636.400 950,462.00 PROGRAM CAS145 PAGE 3 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-363204 TIME 12:37 PM ESTIMATE NO. 06 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 10/20/09 R.E. NAME: RODRIGUEZ, JOAQUIN DATE OF THIS ESTIMATE 10/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 143,850.00 687.650 72,203.25 1,333.650 140,033.25 51 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 110.0000 5,005,000.00 48,238.340 5,306,217.40 52 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 95.0000 3,477,000.00 34,683.810 3,294,961.95 36,683.810 3,484,961.95 53 SHOULDER RUMBLE STRIP STA 27.0000 27,270.00 91.000 2,457.00 91.000 2,457.00 (HMA,GROUND-IN INDENTATIONS) 54 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.2000 6,660.00 3,993.500 4,792.20 3,993.500 4,792.20 55 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2000 3,156.00 1,481.000 1,777.20 1,481.000 1,777.20 56 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2000 16,680.00 5,108.500 6,130.20 5,108.500 6,130.20 57 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2000 16,320.00 6,402.500 7,683.00 6,402.500 7,683.00 58 PLACE HOT MIX ASPHALT SQYD 25.0000 3,750.00 18.000 450.00 64.000 1,600.00 (MISCELLANEOUS AREA) 59 MINOR CONCRETE (MINOR STRUCTURE) CY 2,250.0000 18,000.00 8.000 18,000.00 F) 60 18" ALTERNATIVE PIPE CULVERT LF 85.0000 61,200.00 757.000 64,345.00 61 24" ALTERNATIVE PIPE CULVERT LF 140.0000 58,800.00 420.500 58,870.00 62 30" ALTERNATIVE PIPE CULVERT LF 150.0000 18,000.00 114.000 17,100.00 63 36" ALTERNATIVE PIPE CULVERT LF 160.0000 16,000.00 101.000 16,160.00 64 42" ALTERNATIVE PIPE CULVERT LF 160.0000 3,200.00 15.000 2,400.00 65 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 40.0000 21,600.00 550.000 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 (.079" THICK) 72 18" STEEL FLARED END SECTION EA 590.0000 590.00 1.000 590.00 73 24" STEEL FLARED END SECTION EA 650.0000 2,600.00 4.000 2,600.00 74 30" STEEL FLARED END SECTION EA 820.0000 1,640.00 2.000 1,640.00 75 36" STEEL FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000.00 76 ROCK SLOPE PROTECTION CY 80.0000 28,800.00 655.000 52,400.00 (1/2 TON, METHOD B) PROGRAM CAS145 PAGE 4 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-363204 TIME 12:37 PM ESTIMATE NO. 06 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 10/20/09 R.E. NAME: RODRIGUEZ, JOAQUIN DATE OF THIS ESTIMATE 10/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 19,950.00 211.200 22,176.00 (1/4 TON, METHOD B) 78 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 195.0000 3,510.00 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 72.800 145.60 1,160.300 2,320.60 81 MISCELLANEOUS IRON AND STEEL LB 3.5000 2,471.00 583.700 2,042.95 SF) 82 DELINEATOR (CLASS 1) EA 45.0000 26,550.00 525.000 23,625.00 525.000 23,625.00 83 OBJECT MARKER (TYPE L-1) EA 45.0000 1,215.00 23.000 1,035.00 23.000 1,035.00 84 DOUBLE METAL BEAM GUARD RAILING LF 45.0000 14,400.00 262.750 11,823.75 262.750 11,823.75 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 7.000 3,395.00 7.000 3,395.00 S) 88 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 8,500.00 15.000 7,500.00 15.000 7,500.00 S) 89 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,750.0000 8,250.00 3.000 8,250.00 3.000 8,250.00 S) 90 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,250.0000 51,750.00 18.000 40,500.00 22.000 49,500.00 S) 91 CRASH CUSHION (TYPE CAT) EA 7,500.0000 60,000.00 7.000 52,500.00 7.000 52,500.00 S) 92 BRIDGE RAIL RETROFIT (XS 16-400) EA 3,600.0000 7,200.00 2.000 7,200.00 S) 93 BRIDGE RAIL RETROFIT (XS 16-420) EA 3,200.0000 19,200.00 2.000 6,400.00 6.000 19,200.00 S) 94 BRIDGE RAIL RETROFIT (XS 16-430-1) EA 2,800.0000 28,000.00 2.000 5,600.00 10.000 28,000.00 S) 95 BRIDGE RAIL RETROFIT (XS 16-430-2) EA 2,900.0000 29,000.00 7.000 20,300.00 8.000 23,200.00 S) 96 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 25,130.00 1,100.000 385.00 1,100.000 385.00 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 10,250.000 3,587.50 10,250.000 3,587.50 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 24,640.00 244.000 976.00 244.000 976.00 S) 03 PAVEMENT MARKER (RETROREFLECTIVE) EA 0.1000 1,100.00 62.000 6.20 62.000 6.20 S) PROGRAM CAS145 PAGE 5 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-363204 TIME 12:37 PM ESTIMATE NO. 06 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 10/20/09 R.E. NAME: RODRIGUEZ, JOAQUIN DATE OF THIS ESTIMATE 10/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.500 250.00 0.500 250.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 05 MODIFY LIGHTING (LOCATION 1) LS 134,000.0000 134,000.00 0.660 88,440.00 S) 06 MODIFY LIGHTING (LOCATION 2) LS 123,000.0000 123,000.00 0.900 110,700.00 S) 07 MODIFY LIGHTING (LOCATION 3) LS 137,000.0000 137,000.00 0.900 123,300.00 S) PROGRAM CAS145 PAGE 6 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-363204 TIME 12:37 PM ESTIMATE NO. 06 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 10/20/09 R.E. NAME: RODRIGUEZ, JOAQUIN DATE OF THIS ESTIMATE 10/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,125,185.45 12,164,396.81 ADJUSTMENT OF COMPENSATION 0.00 53,775.70 EXTRA WORK 48,054.87 72,278.31 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,173,240.32 12,290,450.82 08 MOBILIZATION LS 425,000.0000 425,000.00 1.000 425,000.00 ORIGINAL CONTRACT AMOUNT 12,871,738.00 TOTAL WORK COMPLETED 4,173,240.32 12,715,450.82 MATERIALS ON HAND ON SITE 14,803.91 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 8,000.00 -2,000.00 TOTAL 4,181,240.32 12,728,254.73 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 04/21/10 103 101 0 0 90% 46% PROGRESS IS SATISFACTORY RODRIGUEZ, JOAQUIN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/22/09