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 07/21/11 EST. NO.02 TIME 05:12 PM R.E. NAME: LAYMOUN, MOAID 04-264904 --------------------------------------------------------------------------- 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 07/21/11 EST. NO.02 TIME 05:12 PM R.E. NAME: LAYMOUN, MOAID 04-264904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264904 TIME 05:12 PM ESTIMATE NO. 02 BID OPENING 03/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 07/21/11 LOCATION PROGRESS ESTIMATE 04-SCL-17-0.0/2.8 ----------------- PAVEX CONSTRUCTION DIVISION IN SANTA CLARA COUNTY ON ROUTE 17 411 WALKER STREET FROM 0.1 MILE SOUTH OF SUMMIT WATSONVILLE, CA 95076 ROAD SEPARATION TO 2.8 MILES NORTH OF SUMMIT ROAD FED. AID NO. NH-P017(106)E DRAINAGE SYSTEM TO BE REPLACED ------------------------------------------------------------------------------------------------------------------------------------ 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 0.060 150.00 0.310 775.00 02 TIME-RELATED OVERHEAD LS 100,000.0000 100,000.00 0.000 0.00 03 TEMPORARY FENCE (TYPE ESA) LF 5.5000 14,905.00 1,212.000 6,666.00 1,212.000 6,666.00 04 TEMPORARY CREEK DIVERSION SYSTEM LS 40,000.0000 40,000.00 0.000 0.00 05 CONSTRUCTION SITE MANAGEMENT LS 85,000.0000 85,000.00 0.310 26,350.00 0.310 26,350.00 06 PREPARE STORM WATER POLLUTION LS 750.0000 750.00 1.000 750.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL LF 6.2500 66,875.00 140.000 875.00 08 TEMPORARY SILT FENCE LF 12.5000 3,750.00 300.000 3,750.00 09 TEMPORARY GRAVEL BAG BERM LF 10.0000 15,000.00 0.000 0.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 1,700.0000 10,200.00 0.000 0.00 11 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 27,000.00 1.000 150.00 12 STREET SWEEPING LS 1,000.0000 1,000.00 0.170 170.00 13 TEMPORARY CONCRETE WASHOUT BIN EA 750.0000 1,500.00 0.000 0.00 14 RAIN EVENT ACTION PLAN EA 500.0000 18,500.00 0.000 0.00 15 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000.00 16 STORM WATER SAMPLING AND ANALYSIS DAY EA 100.0000 2,200.00 0.000 0.00 17 CONSTRUCTION AREA SIGNS LS 13,500.0000 13,500.00 0.700 9,450.00 18 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.170 17,000.00 0.340 34,000.00 19 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 7,710.00 0.000 0.00 20 TEMPORARY PAVEMENT MARKER EA 1.0000 540.00 0.000 0.00 21 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,700.0000 34,800.00 2.000 17,400.00 22 QUICKCHANGE MOVABLE BARRIER SYSTEM LF 90.0000 1,251,000.00 11,400.000 1,026,000.00 11,700.000 1,053,000.00 PROGRAM CAS145 PAGE 2 DATE 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264904 TIME 05:12 PM ESTIMATE NO. 02 BID OPENING 03/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 07/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ARMORGUARD BARRIER SYSTEM LF 56.0000 42,336.00 0.000 0.00 24 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 13,240.00 0.000 0.00 STRIPE (HAZARDOUS WASTE) 25 CONTRACTOR SUPPLIED BIOLOGIST (LS) LS 50,000.0000 50,000.00 0.170 8,500.00 0.340 17,000.00 26 NOISE MONITORING LS 1,000.0000 1,000.00 0.310 310.00 0.310 310.00 27 ABANDON CULVERT LF 20.0000 24,600.00 0.000 0.00 28 REMOVE METAL BEAM GUARD RAILING LF 5.0000 28,250.00 0.000 0.00 29 REMOVE ROADSIDE SIGN (WOOD POST) EA 1,700.0000 1,700.00 0.000 0.00 30 REMOVE ASPHALT CONCRETE DIKE LF 2.7500 64,625.00 0.000 0.00 31 REMOVE CULVERT LF 10.0000 37,200.00 0.000 0.00 32 REMOVE INLET EA 1,730.0000 84,770.00 0.000 0.00 33 REMOVE HEADWALL EA 2,445.0000 2,445.00 0.000 0.00 34 REMOVE DOWNDRAIN LF 24.0000 48,720.00 0.000 0.00 35 REMOVE MANHOLE EA 3,250.0000 9,750.00 0.000 0.00 36 ADJUST METAL BEAM GUARD RAILING LF 7.5000 750.00 0.000 0.00 37 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.9000 327,700.00 0.000 0.00 38 REMOVE CONCRETE CY 500.0000 500.00 0.000 0.00 39 REMOVE CONCRETE BARRIER (TYPE K) LF 14.0000 8,960.00 0.000 0.00 40 REMOVE CONCRETE BARRIER (TYPE 50) LF 19.0000 262,200.00 5,822.000 110,618.00 6,122.000 116,318.00 41 18" ALTERNATIVE PIPELINER LF 225.0000 189,000.00 0.000 0.00 42 24" ALTERNATIVE PIPELINER LF 275.0000 354,750.00 0.000 0.00 43 30" ALTERNATIVE PIPELINER LF 326.0000 133,660.00 0.000 0.00 44 36" ALTERNATIVE PIPELINER LF 448.0000 331,520.00 0.000 0.00 45 CULVERT CONTACT GROUTING CY 500.0000 28,500.00 0.000 0.00 46 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 47 REMOVE CRASH CUSHION EA 4,700.0000 4,700.00 0.000 0.00 48 CLEARING AND GRUBBING LS 390,000.0000 390,000.00 0.000 0.00 49 ROADWAY EXCAVATION (TYPE Z-2) CY 235.0000 70,500.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 3 DATE 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264904 TIME 05:12 PM ESTIMATE NO. 02 BID OPENING 03/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 07/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 LEAD COMPLIANCE PLAN LS 1,900.0000 1,900.00 0.000 0.00 51 STRUCTURE EXCAVATION (TYPE Z-2) CY 150.0000 9,750.00 0.000 0.00 F) (AERIALLY DEPOSITED LEAD) (SOLDIER PILE WALL) 52 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 125.0000 5,000.00 0.000 0.00 F) 53 SAND BACKFILL CY 27.5000 3,300.00 0.000 0.00 54 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 350.0000 42,000.00 0.000 0.00 F) 55 LEAN CONCRETE BACKFILL CY 184.0000 8,280.00 0.000 0.00 F) 56 CONCRETE BACKFILL CY 165.0000 425,700.00 852.000 140,580.00 852.000 140,580.00 (RAPID STRENGTH CONCRETE) 57 IMPORTED BORROW CY 25.0000 50,000.00 0.000 0.00 58 EROSION CONTROL (COMPOST BLANKET) CY 350.0000 22,050.00 0.000 0.00 59 FIBER ROLLS LF 2.6500 8,400.50 0.000 0.00 60 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 9,000.00 0.000 0.00 61 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1400 5,460.00 0.000 0.00 (SQFT) 62 CLASS 4 AGGREGATE SUBBASE CY 49.0000 80,850.00 0.000 0.00 63 HOT MIX ASPHALT (TYPE A) TON 92.0000 1,453,600.00 0.000 0.00 64 HOT MIX ASPHALT (OPEN GRADED) TON 71.0000 541,020.00 0.000 0.00 65 DATA CORE LS 4,350.0000 4,350.00 0.000 0.00 66 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 0.7000 10,150.00 0.000 0.00 67 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 780.00 0.000 0.00 68 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 0.7000 2,856.00 0.000 0.00 69 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 0.7000 2,100.00 0.000 0.00 70 PLACE HOT MIX ASPHALT SQYD 1,690.0000 845.00 0.000 0.00 (MISCELLANEOUS AREA) 71 ASPHALTIC EMULSION (PAINT BINDER) TON 1,014.0000 50,700.00 0.000 0.00 72 COMPACTION GROUTING CF 20.5000 133,865.00 0.000 0.00 73 30" DRILLED HOLE LF 60.0000 48,600.00 0.000 0.00 74 STEEL SOLDIER PILE (W 14 X 176) LF 121.0000 108,900.00 0.000 0.00 75 STRUCTURAL CONCRETE, CAP CY 900.0000 31,500.00 0.000 0.00 F) PROGRAM CAS145 PAGE 4 DATE 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264904 TIME 05:12 PM ESTIMATE NO. 02 BID OPENING 03/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 07/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 76 MINOR CONCRETE (MINOR STRUCTURE) CY 1,350.0000 295,650.00 26.000 35,100.00 26.000 35,100.00 F) 77 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 78 DRILL AND BOND DOWEL LF 110.0000 1,980.00 0.000 0.00 79 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 1,144.00 0.000 0.00 (0.063"-UNFRAMED) 80 METAL (BARRIER MOUNTED SIGN) LB 8.5000 31,280.00 0.000 0.00 81 TIMBER LAGGING MFBM 2,950.0000 22,125.00 0.000 0.00 F) 82 CLEAN AND PAINT STEEL SOLDIER PILING LS 18,750.0000 18,750.00 0.000 0.00 83 12" ALTERNATIVE PIPE CULVERT (TYPE A) LF 94.0000 3,572.00 0.000 0.00 84 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 97.0000 531,560.00 0.000 0.00 85 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 97.0000 26,190.00 0.000 0.00 86 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 103.0000 200,850.00 0.000 0.00 87 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 103.0000 33,990.00 0.000 0.00 88 30" ALTERNATIVE PIPE CULVERT (TYPE A) LF 113.0000 5,876.00 0.000 0.00 89 30" ALTERNATIVE PIPE CULVERT (TYPE B) LF 110.0000 31,900.00 0.000 0.00 90 18" ALTERNATIVE SLOTTED PIPE LF 107.0000 1,044,320.00 5,216.000 558,112.00 5,216.000 558,112.00 91 JACKED 24" REINFORCED CONCRETE PIPE LF 1,990.0000 398,000.00 0.000 0.00 (CLASS V) 92 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 93 48" CORRUGATED STEEL PIPE (.109" THICK) LF 2,200.0000 8,800.00 0.000 0.00 94 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 100.0000 174,000.00 0.000 0.00 (.079" THICK) 95 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 107.0000 57,780.00 0.000 0.00 (.079" THICK) 96 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 123.0000 40,590.00 0.000 0.00 (.109" THICK) 97 30" CORRUGATED STEEL PIPE DOWNDRAIN LF 130.0000 14,300.00 0.000 0.00 (.109" THICK) 98 36" CORRUGATED STEEL PIPE DOWNDRAIN LF 137.0000 30,140.00 0.000 0.00 (.109" THICK) 99 ANCHOR ASSEMBLY EA 500.0000 87,500.00 0.000 0.00 00 24" TO 18" CORRUGATED STEEL ECCENTRIC EA 4,200.0000 4,200.00 0.000 0.00 REDUCER (.079" THICK) 01 REHABILITATE RISER METHOD A LF 1,040.0000 64,480.00 0.000 0.00 02 REHABILITATE RISER METHOD B LF 2,300.0000 71,300.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264904 TIME 05:12 PM ESTIMATE NO. 02 BID OPENING 03/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 07/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 03 REHABILITATE RISER METHOD C LF 1,620.0000 55,080.00 0.000 0.00 04 48" WELDED STEEL PIPE (.375" THICK) LF 70.0000 2,170.00 0.000 0.00 05 12" STEEL FLARED END SECTION EA 853.0000 853.00 0.000 0.00 06 18" STEEL FLARED END SECTION EA 880.0000 9,680.00 0.000 0.00 07 24" STEEL FLARED END SECTION EA 930.0000 3,720.00 0.000 0.00 08 30" STEEL FLARED END SECTION EA 1,050.0000 2,100.00 0.000 0.00 09 36" STEEL FLARED END SECTION EA 1,225.0000 1,225.00 0.000 0.00 10 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 430.0000 11,610.00 0.000 0.00 11 ROCK SLOPE PROTECTION CY 430.0000 55,900.00 0.000 0.00 (FACING, METHOD B) 12 ROCK SLOPE PROTECTION CY 430.0000 11,180.00 0.000 0.00 (BACKING NO. 2, METHOD B) 13 ROCK SLOPE PROTECTION CY 430.0000 8,170.00 0.000 0.00 (BACKING NO. 3, METHOD B) 14 ROCK SLOPE PROTECTION FABRIC SQYD 1.0000 730.00 0.000 0.00 15 MINOR CONCRETE (MISCELLANEOUS CY 1,200.0000 3,600.00 0.000 0.00 CONSTRUCTION) 16 MISCELLANEOUS IRON AND STEEL LB 1.2000 48,960.00 0.000 0.00 17 DELINEATOR (CLASS 1) EA 35.0000 2,485.00 0.000 0.00 18 MILEPOST MARKER EA 80.0000 9,600.00 0.000 0.00 19 OBJECT MARKER (TYPE L) EA 35.0000 315.00 0.000 0.00 20 OBJECT MARKER (TYPE P) EA 40.0000 40.00 0.000 0.00 21 METAL BEAM GUARD RAILING (STEEL POST) LF 19.0000 113,050.00 0.000 0.00 22 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 96,000.00 0.000 0.00 23 CABLE RAILING LF 26.0000 5,122.00 0.000 0.00 F) 24 TRANSITION RAILING (TYPE WB) EA 3,000.0000 9,000.00 0.000 0.00 25 END SECTION EA 100.0000 200.00 0.000 0.00 26 TERMINAL SYSTEM (TYPE SRT) EA 2,020.0000 26,260.00 0.000 0.00 27 END CAP (TYPE A) EA 100.0000 400.00 0.000 0.00 28 END ANCHOR ASSEMBLY (TYPE SFT) EA 680.0000 2,040.00 0.000 0.00 29 CRASH CUSHION (TYPE CAT) EA 5,000.0000 5,000.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264904 TIME 05:12 PM ESTIMATE NO. 02 BID OPENING 03/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 07/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 CRASH CUSHION (TYPE CAT) BACKUP EA 500.0000 500.00 0.000 0.00 31 CONCRETE BARRIER (TYPE 60) LF 53.0000 752,600.00 0.000 0.00 32 THERMOPLASTIC PAVEMENT MARKING LF 2.0000 6,740.00 0.000 0.00 33 THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 9,590.00 0.000 0.00 (SPRAYABLE) 34 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.5000 1,235.00 0.000 0.00 35 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 3,100.00 0.000 0.00 36 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 37 INDUCTIVE LOOP DETECTOR LS 10,000.0000 10,000.00 0.000 0.00 38 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 39 ROADWAY EXCAVATION CY 38.0000 95,000.00 0.000 0.00 40 TEMPORARY RAILING (TYPE K) LF 62.0000 11,780.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264904 TIME 05:12 PM ESTIMATE NO. 02 BID OPENING 03/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 07/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,929,386.00 2,022,756.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,929,386.00 2,022,756.00 41 MOBILIZATION LS 1115,000.0000 1,115,000.00 0.750 836,250.00 0.750 836,250.00 ORIGINAL CONTRACT AMOUNT 13,062,374.50 TOTAL WORK COMPLETED 2,765,636.00 2,859,006.00 MATERIALS ON HAND ON SITE 131,301.13 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,765,636.00 2,990,307.13 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 04/25/11 118 06/06/11 06/20/11 12/12/11 21 1 0 1 22% 17% PROGRESS IS SATISFACTORY LAYMOUN, MOAID RESIDENT ENGINEER PROGRAM CAS145 DATE 07/21/11