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 04/18/11 EST. NO.23 TIME 02:01 PM R.E. NAME: NILESH PANDYA 04-448804 --------------------------------------------------------------------------- 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 04/18/11 EST. NO.23 TIME 02:01 PM R.E. NAME: NILESH PANDYA 04-448804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/18/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-448804 TIME 02:01 PM ESTIMATE NO. 23 BID OPENING 11/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/06/10 R.E. NAME: NILESH PANDYA DATE OF THIS ESTIMATE 04/18/11 LOCATION FINAL ESTIMATE 04-SCL-152-6.1/6.7 -------------- RGW CONSTRUCTION, INC IN SANTA CLARA COUNTY IN GILROY 550 GREENVILLE ROAD FROM 0.4 KM WEST OF UVAS CREEK LIVERMORE CA 94550 BRIDGE TO 0.5 KM EAST OF UVAS CREEK BRIDGE FED. AID NO. ACST-P152(72)E ,PACB-P152(72)E ,RSTP-P152(72)E REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 1,000.0000 1,000.00 0.750 750.00 02 TIME-RELATED OVERHEAD WDAY 475.0000 204,250.00 453.000 215,175.00 03 TEMPORARY FENCE (TYPE ESA) M 3.5000 7,175.00 2,050.000 7,175.00 04 CONSTRUCTION SITE MANAGEMENT LS 20,000.0000 20,000.00 1.000 20,000.00 05 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 1.000 1,000.00 S) PREVENTION PLAN 06 TEMPORARY SILT FENCE M 12.5000 13,750.00 1,100.000 13,750.00 07 TEMPORARY GRAVEL BAG BERM M 15.0000 3,000.00 260.000 3,900.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 2,950.0000 5,900.00 2.000 5,900.00 09 TEMPORARY COVER M2 2.0000 19,800.00 9,900.000 19,800.00 10 TEMPORARY CHECK DAM M 15.0000 4,500.00 300.000 4,500.00 11 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 5,750.00 23.000 5,750.00 12 TEMPORARY HYDRAULIC MULCH M2 0.8200 10,168.00 12,400.000 10,168.00 S) (BONDED FIBER MATRIX) 13 STREET SWEEPING LS 10,000.0000 10,000.00 1.000 10,000.00 14 TEMPORARY CONCRETE WASHOUT BIN EA 1,600.0000 9,600.00 6.000 9,600.00 15 TEMPORARY CREEK DIVERSION LS 60,000.0000 60,000.00 1.000 60,000.00 16 TEMPORARY PERIMETER BARRIER M 48.0000 43,200.00 900.000 43,200.00 17 PREVENTION OF NESTING BIRDS (BRIDGES) LS 22,000.0000 22,000.00 1.000 22,000.00 18 TEMPORARY ACTIVE TREATMENT SYSTEM LS 22,000.0000 22,000.00 1.000 22,000.00 19 CONSTRUCTION AREA SIGNS LS 1,500.0000 1,500.00 1.000 1,500.00 S) 20 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 1.000 25,000.00 S) 21 PORTABLE CHANGEABLE MESSAGE SIGN EA 9,000.0000 18,000.00 2.000 18,000.00 S) 22 TEMPORARY RAILING (TYPE K) M 45.0000 44,100.00 961.000 43,245.00 PROGRAM CAS145 PAGE 2 DATE 04/18/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-448804 TIME 02:01 PM ESTIMATE NO. 23 BID OPENING 11/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/06/10 R.E. NAME: NILESH PANDYA DATE OF THIS ESTIMATE 04/18/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 225.0000 9,450.00 28.000 6,300.00 24 ABANDON CULVERT EA 600.0000 1,200.00 2.000 1,200.00 25 REMOVE METAL BEAM GUARD RAILING M 33.0000 10,230.00 310.000 10,230.00 26 REMOVE PAVEMENT MARKER EA 1.5000 555.00 370.000 555.00 27 REMOVE CULVERT M 80.0000 960.00 12.000 960.00 28 REMOVE PIPE M 90.0000 1,890.00 21.000 1,890.00 29 REMOVE INLET EA 500.0000 2,500.00 4.000 2,000.00 30 REMOVE HEADWALL EA 1,250.0000 2,500.00 2.000 2,500.00 31 RELOCATE ROADSIDE SIGN-ONE POST EA 225.0000 900.00 4.000 900.00 32 RELOCATE ROADSIDE SIGN-TWO POST EA 275.0000 825.00 5.000 1,375.00 33 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.3000 8,515.00 6,550.000 8,515.00 S) 34 REMOVE CONCRETE (CHANNEL) M3 150.0000 5,100.00 34.000 5,100.00 35 REMOVE SACKED CONCRETE SLOPE M3 80.0000 79,200.00 990.000 79,200.00 PROTECTION/RSP 36 BRIDGE REMOVAL LS 100,000.0000 100,000.00 1.000 100,000.00 37 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 38 ROADWAY EXCAVATION M3 12.0000 159,600.00 13,447.800 161,373.60 39 LEAD COMPLIANCE PLAN LS 6,500.0000 6,500.00 1.000 6,500.00 40 STRUCTURE EXCAVATION (BRIDGE) M3 165.0000 51,810.00 314.000 51,810.00 F) 41 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 40.0000 42,000.00 1,050.000 42,000.00 F) 42 STRUCTURE BACKFILL (BRIDGE) M3 128.0000 23,680.00 185.000 23,680.00 F) 43 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 175.0000 5,775.00 33.000 5,775.00 F) 44 SOIL NAIL ASSEMBLY M 74.0000 260,036.00 3,514.000 260,036.00 S) 45 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 46 EROSION CONTROL (TYPE B) M2 35.0000 39,550.00 1,130.000 39,550.00 S) 47 EROSION CONTROL (TYPE D) HA 8,795.0000 35,180.00 1.720 15,127.40 S) 48 FIBER ROLLS M 12.0000 32,040.00 2,670.000 32,040.00 49 BIOFILTRATION STRIPS M2 4.2000 5,124.00 1,220.000 5,124.00 S) PROGRAM CAS145 PAGE 3 DATE 04/18/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-448804 TIME 02:01 PM ESTIMATE NO. 23 BID OPENING 11/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/06/10 R.E. NAME: NILESH PANDYA DATE OF THIS ESTIMATE 04/18/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 8,000.00 2.000 2,000.00 S) 51 PLANT (GROUP W) EA 55.0000 4,950.00 90.000 4,950.00 52 CLASS 3 AGGREGATE BASE M3 45.0000 110,250.00 5,781.260 260,156.70 53 HOT MIX ASPHALT (TYPE A) TONN 100.0000 353,000.00 5,352.160 535,216.00 54 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 125.0000 1,000.00 8.000 1,000.00 55 PLACE HOT MIX ASPHALT DIKE (TYPE D) M 13.5000 3,915.00 302.000 4,077.00 56 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 575.0000 192,050.00 334.000 192,050.00 S) PILING 57 2.135 M CAST-IN-DRILLED-HOLE M 1,350.0000 27,000.00 20.000 27,000.00 S) CONCRETE PILING 58 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 4,200.0000 142,800.00 37.000 155,400.00 S) PILING (ROCK SOCKET) 59 2.135 M PERMANENT STEEL CASING M 2,500.0000 50,000.00 20.000 50,000.00 S) 60 PRESTRESSING CAST-IN-PLACE CONCRETE LS 99,600.0000 99,600.00 1.000 99,600.00 S) 61 BAT HABITAT EA 3,500.0000 3,500.00 1.000 3,500.00 F) 62 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 385.0000 28,490.00 74.000 28,490.00 F) 63 STRUCTURAL CONCRETE, BRIDGE M3 580.0000 716,300.00 1,235.000 716,300.00 F) 64 STRUCTURAL CONCRETE, RETAINING WALL M3 2,000.0000 8,000.00 4.000 8,000.00 F) 65 CLASS 2 CONCRETE (HEADWALL) M3 3,800.0000 3,800.00 1.000 3,800.00 66 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 48,000.00 29.340 44,010.00 F) 67 MINOR CONCRETE (BACKFILL) M3 145.0000 2,175.00 15.000 2,175.00 68 ARCHITECTURAL TREATMENT M2 79.0000 72,601.00 919.000 72,601.00 F) (SCULPTED ROCK SHOTCRETE FACING) 69 JOINT SEAL (MR 50 MM) M 300.0000 11,400.00 38.000 11,400.00 S) 70 BAR REINFORCING STEEL KG 6.0000 204.00 34.000 204.00 71 BAR REINFORCING STEEL (BRIDGE) KG 1.7700 332,052.00 187,600.000 332,052.00 SF) 72 BAR REINFORCING STEEL (RETAINING WALL) KG 2.3300 50,328.00 21,600.000 50,328.00 SF) 73 SHOTCRETE M3 665.0000 220,115.00 331.000 220,115.00 F) 74 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 225.0000 18,225.00 81.000 18,225.00 75 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 160.0000 9,760.00 74.830 11,972.80 76 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 160.0000 56,960.00 355.900 56,944.00 PROGRAM CAS145 PAGE 4 DATE 04/18/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-448804 TIME 02:01 PM ESTIMATE NO. 23 BID OPENING 11/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/06/10 R.E. NAME: NILESH PANDYA DATE OF THIS ESTIMATE 04/18/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 195.0000 3,900.00 20.000 3,900.00 78 300 MM CORRUGATED STEEL PIPE M 120.0000 2,040.00 2.000 240.00 79 200 MM PERFORATED PLASTIC M 90.0000 26,100.00 350.000 31,500.00 PIPE UNDERDRAIN 80 GEOCOMPOSITE DRAIN M2 150.0000 24,150.00 161.000 24,150.00 F) 81 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 82 PERMEABLE MATERIAL (BLANKET) M3 70.0000 80,500.00 1,150.000 80,500.00 83 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 170.0000 3,060.00 18.000 3,060.00 (2.77 MM THICK) 84 300 MM WELDED STEEL PIPE (2.67 MM THICK) M 1,100.0000 30,800.00 27.400 30,140.00 85 300 MM STEEL FLARED END SECTION EA 175.0000 175.00 0.000 0.00 86 450 MM ALTERNATIVE FLARED END SECTION EA 120.0000 120.00 1.000 120.00 87 600 MM ALTERNATIVE FLARED END SECTION EA 225.0000 225.00 1.000 225.00 88 ROCK SLOPE PROTECTION M3 100.0000 63,000.00 630.000 63,000.00 (BACKING NO. 1, METHOD B) 89 ROCK SLOPE PROTECTION M3 350.0000 5,950.00 16.500 5,775.00 (BACKING NO. 2, METHOD B) 90 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 100.0000 143,000.00 1,430.000 143,000.00 91 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 220.0000 8,580.00 39.000 8,580.00 92 ROCK SLOPE PROTECTION FABRIC M2 1.0000 2,570.00 1,946.000 1,946.00 93 MINOR CONCRETE (MISCELLANEOUS M3 1,120.0000 21,280.00 18.680 20,921.60 CONSTRUCTION) 94 MINOR CONCRETE (GUTTER) M 98.0000 14,700.00 150.000 14,700.00 F) 95 MISCELLANEOUS IRON AND STEEL KG 3.0000 11,130.00 3,562.000 10,686.00 SF) 96 BRIDGE DECK DRAINAGE SYSTEM KG 22.0000 18,480.00 840.000 18,480.00 SF) 97 CHAIN LINK FENCE (TYPE CL-1.2, M 76.0000 11,628.00 153.000 11,628.00 SF)VINYL-CLAD) 98 METAL BEAM GUARD RAILING M 80.0000 12,000.00 150.000 12,000.00 S) (2.1 M WOOD POST) 99 TRANSITION RAILING (TYPE WB) EA 3,200.0000 9,600.00 3.000 9,600.00 S) 00 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,800.0000 19,000.00 5.000 19,000.00 S) 01 CRASH CUSHION, SAND FILLED EA 6,000.0000 6,000.00 2.256 13,536.00 02 CONRETE BARRIER (TYPE 60D MODIFIED) M 260.0000 38,220.00 147.000 38,220.00 F) 03 CONCRETE BARRIER (TYPE 732) M 220.0000 43,340.00 197.000 43,340.00 F) PROGRAM CAS145 PAGE 5 DATE 04/18/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-448804 TIME 02:01 PM ESTIMATE NO. 23 BID OPENING 11/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/06/10 R.E. NAME: NILESH PANDYA DATE OF THIS ESTIMATE 04/18/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.3000 9,246.00 4,030.000 9,269.00 S) 05 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.5500 1,274.00 302.000 1,374.10 S) 06 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.7000 221.00 138.000 234.60 S) (BROKEN 5.18 M - 2.14 M) 07 TWO-COMPONENT PAINT PAVEMENT MARKING M2 455.0000 27,300.00 60.000 27,300.00 S) 08 PAVEMENT MARKER (RETROREFLECTIVE) EA 11.5000 3,220.00 274.000 3,151.00 S) 09 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 11.5000 1,035.00 84.000 966.00 S) TYPE G) 10 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 11 REMOVE BASE AND SURFACING M3 35.0000 22,750.00 650.000 22,750.00 PROGRAM CAS145 PAGE 6 DATE 04/18/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-448804 TIME 02:01 PM ESTIMATE NO. 23 BID OPENING 11/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/06/10 R.E. NAME: NILESH PANDYA DATE OF THIS ESTIMATE 04/18/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,061,012.80 ADJUSTMENT OF COMPENSATION 0.00 546,127.47 EXTRA WORK 0.00 488,408.74 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 6,095,549.01 12 MOBILIZATION LS 498,000.0000 498,000.00 1.000 498,000.00 ORIGINAL CONTRACT AMOUNT 5,223,882.00 TOTAL WORK COMPLETED 0.00 6,593,549.01 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 0.00 6,593,549.01 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 12/12/08 430 02/05/09 02/05/09 12/06/10 430 70 50 0 100% 100% NILESH PANDYA RESIDENT ENGINEER PROGRAM CAS145 DATE 04/18/11