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 10/20/06 EST. NO.04 TIME 07:42 AM R.E. NAME: RAY BALALLO, JR. 04-272014 --------------------------------------------------------------------------- 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 122.17 E.W. @ F.A.(+) 072106 N 0001.0 0002 514.32 090506 N 0005.0 0003 1,874.99 090706 N 0006.0 003 0002 933.25 E.W. @ F.A.(+) 090606 N 209113 3,444.73 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 3,444.73 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 10/20/06 EST. NO.04 TIME 07:42 AM R.E. NAME: RAY BALALLO, JR. 04-272014 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 128 -93,773.25 03 OVERBID ITEM NO. 128 -46,886.62 04 -46,886.62 -140,659.87 TOTAL DEDUCTIONS -46,886.62 -140,659.87 PROGRAM CAS145 PAGE 1 DATE 10/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-272014 TIME 07:42 AM ESTIMATE NO. 04 BID OPENING 05/10/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: RAY BALALLO, JR. DATE OF THIS ESTIMATE 10/20/06 LOCATION PROGRESS ESTIMATE 04-SCL-280-R2.2/5.1 ----------------- RGW CONSTRUCTION INC. IN SANTA CLARA COUNTY IN SAN JOSE 550 GREENVILLE ROAD FROM 0.5 KM SOUTH OF ROUTE 87 TO LIVERMORE, CA 94550 CYPRESS AVENUE PEDESTRIAN OVERCROSSING FED. AID NO. N O N E REHABILITATE ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.500 5,000.00 02 TIME-RELATED OVERHEAD LS 900,000.0000 900,000.00 0.088 79,200.00 0.332 298,800.00 03 PREPARE STORM WATER POLLUTION LS 4,500.0000 4,500.00 0.750 3,375.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.088 4,400.00 0.332 16,600.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 5,000.0000 50,000.00 0.000 0.00 06 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 8,000.00 0.000 0.00 07 TEMPORARY COVER M2 8.0000 2,400.00 886.300 7,090.40 1,186.300 9,490.40 08 TEMPORARY DRAINAGE INLET PROTECTION EA 750.0000 5,250.00 2.000 1,500.00 9.000 6,750.00 09 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 0.100 6,000.00 0.700 42,000.00 S) 10 TRAFFIC CONTROL SYSTEM LS 480,000.0000 480,000.00 0.136 65,280.00 0.332 159,360.00 S) 11 TYPE III BARRICADE EA 55.0000 165.00 0.000 0.00 S) 12 TEMPORARY TRAFFIC STRIPE (PAINT) M 8.0000 1,680.00 120.000 960.00 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 2,775.00 63.000 1,575.00 S) 14 TEMPORARY PAVEMENT MARKER EA 7.0000 9,590.00 309.000 2,163.00 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 48,000.00 0.333 3,996.00 1.333 15,996.00 S) 16 TEMPORARY RAILING (TYPE K) M 50.0000 163,000.00 2,110.400 105,520.00 17 TEMPORARY CRASH CUSHION MODULE EA 200.0000 12,000.00 63.000 12,600.00 S) 18 ABANDON CULVERT EA 5,000.0000 5,000.00 0.000 0.00 19 REMOVE METAL BEAM GUARD RAILING M 25.0000 22,250.00 0.000 0.00 20 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 72,000.00 7,632.000 22,896.00 STRIPE 21 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 62,600.00 1,020.750 2,041.50 11,256.000 22,512.00 22 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 23.0000 8,740.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 10/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-272014 TIME 07:42 AM ESTIMATE NO. 04 BID OPENING 05/10/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: RAY BALALLO, JR. DATE OF THIS ESTIMATE 10/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAVEMENT MARKER EA 1.0000 21,100.00 2,841.000 2,841.00 5,762.000 5,762.00 24 REMOVE ASPHALT CONCRETE DIKE M 15.0000 41,700.00 0.000 0.00 25 REMOVE CURB M 24.0000 22,320.00 411.000 9,864.00 26 REMOVE INLET EA 1,500.0000 1,500.00 0.000 0.00 27 RECONSTRUCT METAL BEAM GUARD RAILING M 74.0000 37,000.00 0.000 0.00 28 RELOCATE ROADSIDE SIGN-ONE POST EA 220.0000 2,420.00 0.000 0.00 29 RELOCATE ROADSIDE SIGN-TWO POST EA 850.0000 4,250.00 0.000 0.00 30 RELOCATE ROADSIDE SIGN EA 450.0000 1,350.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 31 MODIFY INLET EA 3,000.0000 9,000.00 0.000 0.00 32 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.0000 316,400.00 0.000 0.00 S) 33 REMOVE CONCRETE M3 600.0000 4,800.00 0.000 0.00 34 CLEAN BRIDGE DECK M2 2.0000 161,200.00 80,600.000 161,200.00 80,600.000 161,200.00 35 REMOVE CRASH CUSHION (SAND FILLED) EA 250.0000 3,000.00 0.000 0.00 36 BRIDGE REMOVAL (PORTION), LOCATION A LS 38,000.0000 38,000.00 0.000 0.00 37 BRIDGE REMOVAL (PORTION), LOCATION B LS 376,000.0000 376,000.00 0.000 0.00 38 BRIDGE REMOVAL (PORTION), LOCATION C LS 119,000.0000 119,000.00 0.000 0.00 39 BRIDGE REMOVAL (PORTION), LOCATION D LS 8,000.0000 8,000.00 0.000 0.00 40 PUMP PLANT DISCHARGE PIPE REPAIR LS 300,000.0000 300,000.00 0.000 0.00 41 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 42 ROADWAY EXCAVATION M3 55.0000 161,700.00 675.310 37,142.05 675.310 37,142.05 43 ROADWAY EXCAVATION (TYPE Z-2) M3 200.0000 348,000.00 34.110 6,822.00 397.460 79,492.00 (AERIALLY DEPOSITED LEAD) 44 ROADWAY EXCAVATION (TYPE Z-3) M3 350.0000 22,750.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 45 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 46 SAND BACKFILL M3 90.0000 450.00 0.000 0.00 47 DITCH EXCAVATION M3 80.0000 7,200.00 0.000 0.00 48 IMPORTED MATERIAL (SHOULDER BACKING) TONN 100.0000 50,000.00 0.000 0.00 49 HIGHWAY PLANTING LS 35,000.0000 35,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 10/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-272014 TIME 07:42 AM ESTIMATE NO. 04 BID OPENING 05/10/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: RAY BALALLO, JR. DATE OF THIS ESTIMATE 10/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 EROSION CONTROL (NETTING) M2 6.0000 12,480.00 0.000 0.00 S) 51 STRAW (EROSION CONTROL) TONN 500.0000 1,500.00 0.000 0.00 S) 52 FIBER (EROSION CONTROL) KG 1.0000 560.00 0.000 0.00 S) 53 FIBER ROLLS M 12.0000 16,800.00 0.000 0.00 S) 54 COMPOST (EROSION CONTROL) M3 220.0000 880.00 0.000 0.00 S) 55 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,100.0000 2,200.00 0.000 0.00 S) 56 PURE LIVE SEED (EROSION CONTROL) KG 110.0000 5,940.00 0.000 0.00 S) 57 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 260.00 0.000 0.00 S) 58 PLANT ESTABLISHMENT WORK LS 14,000.0000 14,000.00 0.000 0.00 S) 59 MAINTAIN EXISTING IRRIGATION FACILITIES LS 14,000.0000 14,000.00 0.088 1,232.00 0.296 4,144.00 S) 60 IRRIGATION SYSTEM LS 120,000.0000 120,000.00 0.124 14,880.00 0.332 39,840.00 S) 61 EXTEND 200 MM CONDUIT M 400.0000 16,000.00 20.600 8,240.00 33.000 13,200.00 S) 62 CLASS 4 AGGREGATE SUBBASE M3 130.0000 14,300.00 0.000 0.00 63 AGGREGATE BASE (APPROACH SLAB) M3 250.0000 14,000.00 0.000 0.00 64 CLASS 3 AGGREGATE BASE M3 70.0000 44,170.00 0.000 0.00 65 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,000.0000 9,000.00 0.000 0.00 66 SEAL RANDOM CRACKS LNKM 2,500.0000 2,500.00 0.000 0.00 67 REPLACE ASPHALT CONCRETE SURFACING M3 400.0000 480,000.00 0.000 0.00 68 ASPHALT CONCRETE (TYPE A) TONN 96.0000 352,320.00 2,000.000 192,000.00 2,000.000 192,000.00 69 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 155.0000 1,953,000.00 0.000 0.00 70 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 30.0000 24,000.00 0.000 0.00 AREA) 71 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 7.0000 4,130.00 0.000 0.00 72 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 7.0000 1,400.00 0.000 0.00 73 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 7.0000 420.00 0.000 0.00 74 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 7.0000 2,380.00 0.000 0.00 75 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 7.0000 5,040.00 0.000 0.00 76 ASPHALTIC EMULSION (PAINT BINDER) TONN 600.0000 21,600.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 10/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-272014 TIME 07:42 AM ESTIMATE NO. 04 BID OPENING 05/10/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: RAY BALALLO, JR. DATE OF THIS ESTIMATE 10/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 REPLACE CONCRETE PAVEMENT M3 1,140.0000 1,425,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 78 REPAIR SPALLED JOINTS M2 250.0000 10,250.00 0.000 0.00 79 GRIND EXISTING CONCRETE M2 9.0000 1,917,000.00 0.000 0.00 S) PAVEMENT 80 STRUCTURAL CONCRETE, BRIDGE M3 2,350.0000 133,950.00 0.000 0.00 F) 81 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,200.0000 660,000.00 0.000 0.00 (TYPE R) 82 MINOR CONCRETE (MINOR STRUCTURE) M3 2,200.0000 21,780.00 0.000 0.00 F) 83 MINOR CONCRETE (BACKFILL) M3 250.0000 15,000.00 0.000 0.00 84 PAVING NOTCH EXTENSION M3 3,000.0000 42,000.00 0.000 0.00 85 CLEAN EXPANSION JOINT M 70.0000 73,780.00 264.200 18,494.00 86 JOINT SEAL (MR 30 MM) M 60.0000 6,360.00 0.000 0.00 S) 87 JOINT SEAL (MR 15 MM) M 60.0000 10,920.00 0.000 0.00 S) 88 JOINT SEAL ASSEMBLY (MR 80 MM) M 1,220.0000 390,400.00 0.000 0.00 S) 89 JOINT SEAL (MR 40 MM) M 200.0000 34,000.00 81.400 16,280.00 S) 90 JOINT SEAL (MR 50 MM) M 200.0000 96,800.00 182.800 36,560.00 S) 91 TREAT BRIDGE DECK M2 4.2000 338,520.00 45,087.000 189,365.40 80,600.000 338,520.00 F) 92 FURNISH BRIDGE DECK TREATMENT MATERIAL L 18.0000 579,600.00 23,592.000 424,656.00 38,580.000 694,440.00 (LOW ODOR) 93 FURNISH SINGLE SHEET ALUMINUM SIGN M2 300.0000 180.00 0.000 0.00 (2.0 MM-UNFRAMED) 94 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 110.00 0.000 0.00 METHOD) 95 300 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 250.0000 27,500.00 0.000 0.00 96 300 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 250.0000 14,000.00 0.000 0.00 97 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 1,600.0000 3,200.00 0.000 0.00 98 300 MM CORRUGATED STEEL PIPE M 350.0000 32,200.00 0.000 0.00 99 ANCHOR ASSEMBLY EA 250.0000 10,750.00 0.000 0.00 00 ROCK SLOPE PROTECTION M3 700.0000 2,800.00 0.000 0.00 (BACKING NO. 1, METHOD B) 01 MINOR CONCRETE (DITCH LINING) M3 700.0000 42,000.00 0.000 0.00 02 ROCK SLOPE PROTECTION FABRIC M2 5.0000 110.00 0.000 0.00 03 MINOR CONCRETE (CURB) M3 650.0000 8,450.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 10/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-272014 TIME 07:42 AM ESTIMATE NO. 04 BID OPENING 05/10/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: RAY BALALLO, JR. DATE OF THIS ESTIMATE 10/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MINOR CONCRETE (GUTTER DEPRESSION) M3 3,000.0000 24,000.00 0.000 0.00 05 MINOR CONCRETE (GORE AREA) M3 2,000.0000 18,000.00 0.000 0.00 06 MISCELLANEOUS IRON AND STEEL KG 6.0000 13,368.00 0.000 0.00 SF) 07 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 750.0000 750.00 0.000 0.00 08 DELINEATOR (CLASS 1) EA 30.0000 8,100.00 0.000 0.00 09 OBJECT MARKER (TYPE P) EA 85.0000 765.00 0.000 0.00 10 OBJECT MARKER (TYPE L-1) EA 30.0000 510.00 0.000 0.00 11 CONCRETE BARRIER MARKER EA 6.0000 1,980.00 0.000 0.00 12 METAL BEAM GUARD RAILING (WOOD POST) M 82.0000 53,382.00 0.000 0.00 S) 13 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 4,550.00 0.000 0.00 S) 14 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,250.0000 42,750.00 0.000 0.00 S) 15 CRASH CUSHION, SAND FILLED EA 250.0000 2,750.00 0.000 0.00 16 THERMOPLASTIC PAVEMENT MARKING M2 41.0000 17,630.00 0.000 0.00 S) 17 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 99,400.00 0.000 0.00 S) 18 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 25,000.00 0.000 0.00 S) 19 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.5000 12,880.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 20 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 410.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 21 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 39,000.00 0.000 0.00 S) 22 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 29,680.00 0.000 0.00 S) 23 DETECTOR LOOP REPLACEMENT LS 130,000.0000 130,000.00 0.000 0.00 S) 24 MODIFY RAMP METERING SYSTEM LS 60,000.0000 60,000.00 0.250 15,000.00 S) 25 MODIFY LIGHTING LS 40,000.0000 40,000.00 0.000 0.00 S) 26 MODIFY LIGHTING AND SIGN ILLUMINATION LS 56,000.0000 56,000.00 0.250 14,000.00 S) (LOCATION 1) 27 MODIFY LIGHTING AND SIGN ILLUMINATION LS 12,000.0000 12,000.00 0.250 3,000.00 S) (LOCATION 2) PROGRAM CAS145 PAGE 6 DATE 10/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-272014 TIME 07:42 AM ESTIMATE NO. 04 BID OPENING 05/10/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: RAY BALALLO, JR. DATE OF THIS ESTIMATE 10/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,207,886.35 2,459,535.45 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 3,444.73 3,444.73 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,211,331.08 2,462,980.18 28 MOBILIZATION LS 1747,000.0000 1,747,000.00 0.250 436,750.00 0.750 1,310,250.00 ORIGINAL CONTRACT AMOUNT 15,594,535.00 TOTAL WORK COMPLETED 1,648,081.08 3,773,230.18 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -46,886.62 -140,659.87 TOTAL 1,601,194.46 3,632,570.31 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 128 MOBILIZATION 1,559,453.50 1,747,000.00 187,546.50 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 06/12/06 500 06/27/06 06/27/06 06/26/07 79 0 0 0 24% 32% PROGRESS IS SATISFACTORY RAY BALALLO, JR. RESIDENT ENGINEER PROGRAM CAS145 DATE 10/20/06