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 02/23/04 EST. NO.02 TIME 11:41 AM R.E. NAME: 21030 REDWOOD ROAD 04-228444 --------------------------------------------------------------------------- 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 02/23/04 EST. NO.02 TIME 11:41 AM R.E. NAME: 21030 REDWOOD ROAD 04-228444 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 02/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228444 TIME 11:41 AM ESTIMATE NO. 02 BID OPENING 09/17/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: 21030 REDWOOD ROAD DATE OF THIS ESTIMATE 02/23/04 LOCATION PROGRESS ESTIMATE 04-CC-680-R0.0/R0.6 ----------------- 04-ALA-680-R21.5/R21.9 BAY CITIES IN CONTRA COSTA AND ALAMEDA PAVING & GRADING INC COUNTIES IN SAN RAMON AND DUBLIN 5029 FORNI DRIVE FROM 0.6 KM SOUTH TO 0.7 KM NORTH CONCORD, CA 94520 OF ALCOSTA BOULEVARD OVERCROSSING FED. AID NO. STPL- 680( ) MODIFY INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 13,700.0000 13,700.00 0.000 0.00 02 TIME-RELATED OVERHEAD WDAY 950.0000 213,750.00 20.000 19,000.00 20.000 19,000.00 03 PREPARE STORM WATER POLLUTION LS 4,590.0000 4,590.00 1.000 4,590.00 1.000 4,590.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 11,880.0000 11,880.00 0.050 594.00 0.050 594.00 05 TEMPORARY DRAINAGE INLET PROTECTION EA 245.0000 5,880.00 5.000 1,225.00 5.000 1,225.00 06 TEMPORARY EROSION CONTROL M2 0.4000 13,960.00 0.000 0.00 07 TEMPORARY SILT FENCE M 3.5000 7,665.00 0.000 0.00 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,130.0000 12,520.00 0.000 0.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 1,633.0000 9,798.00 0.000 0.00 10 TEMPORARY COVER M2 1.1000 6,226.00 0.000 0.00 11 CONSTRUCTION AREA SIGNS LS 11,118.0000 11,118.00 0.700 7,782.60 S) 12 TRAFFIC CONTROL SYSTEM LS 48,408.0000 48,408.00 0.020 968.16 S) 13 TYPE III BARRICADE EA 86.7000 433.50 0.000 0.00 S) 14 TEMPORARY PAVEMENT MARKING (PAINT) M2 30.6000 1,683.00 11.700 358.02 11.700 358.02 S) 15 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.0400 3,570.00 0.000 0.00 S) 16 CHANNELIZER (SURFACE MOUNTED) EA 18.3500 1,468.00 20.000 367.00 S) 17 TEMPORARY PAVEMENT MARKER EA 5.1000 1,734.00 0.000 0.00 18 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,200.0000 20,400.00 0.000 0.00 S) 19 TEMPORARY RAILING (TYPE K) M 21.8000 89,380.00 790.000 17,222.00 S) 20 TEMPORARY CRASH CUSHION MODULE EA 181.5000 36,300.00 42.000 7,623.00 S) 21 ABANDON CULVERT EA 1,704.0000 11,928.00 0.000 0.00 22 ABANDON INLET EA 604.0000 3,624.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 02/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228444 TIME 11:41 AM ESTIMATE NO. 02 BID OPENING 09/17/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: 21030 REDWOOD ROAD DATE OF THIS ESTIMATE 02/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE FENCE M 13.3500 10,680.00 400.000 5,340.00 400.000 5,340.00 24 REMOVE GATE EA 255.0000 510.00 0.000 0.00 25 REMOVE METAL BEAM GUARD RAILING M 87.2000 2,267.20 0.000 0.00 26 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.4500 986.00 0.000 0.00 27 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.5000 765.00 0.000 0.00 28 REMOVE PAVEMENT MARKER EA 1.5500 666.50 0.000 0.00 29 REMOVE ROADSIDE SIGN EA 76.5000 1,606.50 0.000 0.00 30 REMOVE ROADSIDE SIGN PANEL EA 51.0000 306.00 0.000 0.00 31 REMOVE SIGN STRUCTURE EA 2,805.0000 2,805.00 0.000 0.00 32 REMOVE ASPHALT CONCRETE DIKE M 7.1500 1,215.50 0.000 0.00 33 REMOVE CULVERT M 33.0000 627.00 0.000 0.00 34 REMOVE INLET EA 524.0000 4,192.00 0.000 0.00 35 RESET ROADSIDE SIGN (TWO POST) EA 122.4000 122.40 0.000 0.00 36 RELOCATE ROADSIDE SIGN (WOOD POST) EA 122.4000 1,713.60 0.000 0.00 37 RELOCATE ROADSIDE SIGN EA 76.5000 612.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 38 ADJUST INLET TO GRADE EA 1,428.0000 4,284.00 0.000 0.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0200 3,658.20 0.000 0.00 S) 40 REMOVE CONCRETE M3 39.8000 42,188.00 0.000 0.00 41 CAP INLET EA 816.0000 6,528.00 0.000 0.00 42 CLEARING AND GRUBBING LS 30,000.0000 30,000.00 0.150 4,500.00 0.150 4,500.00 43 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 0.000 0.00 44 ROADWAY EXCAVATION M3 11.7000 526,500.00 0.000 0.00 45 ROADWAY EXCAVATION (TYPE Y) M3 10.0000 35,600.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 46 LEAD COMPLIANCE PLAN LS 2,040.0000 2,040.00 1.000 2,040.00 1.000 2,040.00 47 STRUCTURE EXCAVATION (RETAINING WALL) M3 26.2500 28,612.50 0.000 0.00 F) 48 STRUCTURE EXCAVATION (TIEBACK WALL) M3 36.5000 12,264.00 0.000 0.00 F) 49 STRUCTURE EXCAVATION (TYPE Y) M3 22.1000 906.10 0.000 0.00 (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 3 DATE 02/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228444 TIME 11:41 AM ESTIMATE NO. 02 BID OPENING 09/17/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: 21030 REDWOOD ROAD DATE OF THIS ESTIMATE 02/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 36.2000 28,236.00 0.000 0.00 F) 51 STRUCTURE BACKFILL (RETAINING WALL) M3 58.8000 70,560.00 0.000 0.00 F) 52 STRUCTURE BACKFILL (TIEBACK WALL) M3 137.8000 2,204.80 0.000 0.00 F) 53 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 105.4000 10,329.20 0.000 0.00 F) 54 GEOSYNTHETIC EMBANKMENT REINFORCEMENT M2 2.9500 2,301.00 0.000 0.00 55 SOIL NAIL ASSEMBLY M 62.4500 187,412.45 0.000 0.00 S) 56 IMPORTED BORROW (GEOSYNTHETIC REINFORCED M3 29.0000 80,040.00 0.000 0.00 EMBANKMENT) 57 HIGHWAY PLANTING LS 453,900.0000 453,900.00 0.000 0.00 S) 58 IMPORTED TOPSOIL M3 53.0000 19,080.00 0.000 0.00 S) 59 ROCK BLANKET M2 16.3000 23,798.00 0.000 0.00 S) 60 EROSION CONTROL (NETTING) M2 5.2500 4,357.50 0.000 0.00 61 FIBER ROLLS M 12.2500 88,812.50 0.000 0.00 S) 62 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,020.0000 12,240.00 0.000 0.00 63 PLANT ESTABLISHMENT WORK LS 55,080.0000 55,080.00 0.000 0.00 S) 64 IRRIGATION SYSTEM LS 261,720.0000 261,720.00 0.000 0.00 S) 65 200 MM CORRUGATED HIGH DENSITY M 235.0000 44,650.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 66 EXTEND 200 MM CONDUIT M 163.0000 6,520.00 0.000 0.00 67 FINISHING ROADWAY LS 1.0000 1.00 0.000 0.00 68 CLASS 4 AGGREGATE SUBBASE M3 27.0000 245,700.00 0.000 0.00 69 CLASS 3 AGGREGATE BASE M3 38.0000 133,760.00 0.000 0.00 70 ASPHALT CONCRETE (TYPE A) TONN 39.5000 355,500.00 0.000 0.00 71 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.5500 710.00 0.000 0.00 72 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.1000 229.50 0.000 0.00 73 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.5500 4,615.00 0.000 0.00 74 LIQUID ASPHALT, SC-70 (PRIME COAT) TONN 1.0000 23.00 0.000 0.00 75 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 2.00 0.000 0.00 76 TIEBACK ANCHOR EA 2,113.0000 122,554.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 02/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228444 TIME 11:41 AM ESTIMATE NO. 02 BID OPENING 09/17/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: 21030 REDWOOD ROAD DATE OF THIS ESTIMATE 02/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURAL CONCRETE, RETAINING WALL M3 867.0000 738,684.00 0.000 0.00 F) 78 MINOR CONCRETE EA 3,550.0000 99,400.00 0.000 0.00 (CITY PRECAST CONCRETE MONOLITHS) 79 MINOR CONCRETE M 76.5000 3,519.00 0.000 0.00 (CITY PRECAST CONCRETE WALLS) 80 MINOR CONCRETE (CONCRETE FOOTING) M3 525.0000 26,250.00 0.000 0.00 81 MINOR CONCRETE (MINOR STRUCTURE) M3 1,050.0000 105,000.00 0.000 0.00 F) 82 MINOR CONCRETE (BACKFILL) M3 200.0000 15,000.00 0.000 0.00 83 FRACTURED FIN TEXTURE M2 56.1000 60,139.20 0.000 0.00 F) 84 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0400 170,992.80 0.000 0.00 SF) 85 BAR REINFORCING STEEL (EPOXY COATED) KG 2.3500 51,700.00 0.000 0.00 SF) 86 SHOTCRETE M3 562.0000 155,674.00 0.000 0.00 F) 87 FURNISH SIGN STRUCTURE (TRUSS) KG 6.7200 24,192.00 0.000 0.00 F) 88 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5600 2,016.00 0.000 0.00 SF) 89 920 MM CAST-IN-DRILLED-HOLE M 950.0000 5,700.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 90 ROADSIDE SIGN - ONE POST EA 199.0000 5,373.00 0.000 0.00 91 ROADSIDE SIGN - TWO POST EA 255.0000 510.00 0.000 0.00 92 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 127.5000 127.50 0.000 0.00 METHOD) 93 INSTALL SIGN PANEL ON EXISTING FRAME M2 235.0000 2,350.00 0.000 0.00 94 375 MM ALTERNATIVE PIPE CULVERT M 181.0000 11,765.00 0.000 0.00 95 375 MM ALTERNATE PIPE CULVERT M 173.0000 3,979.00 0.000 0.00 (TYPE B) 96 450 MM ALTERNATIVE PIPE CULVERT M 172.0000 46,440.00 0.000 0.00 97 450 MM ALTERNATE PIPE CULVERT M 165.0000 42,900.00 0.000 0.00 (TYPE B) 98 900 MM ALTERNATIVE PIPE CULVERT M 325.0000 1,950.00 0.000 0.00 99 1220 MM ALTERNATE PIPE CULVERT M 500.0000 1,000.00 0.000 0.00 00 900 MM CORRUGATED STEEL PIPE M 558.0000 7,812.00 0.000 0.00 (3.51 MM THICK) 01 450 MM CORRUGATED STEEL PIPE M 170.0000 8,500.00 0.000 0.00 (3.51 MM THICK) 02 150 MM ALTERNATE PIPE UNDERDRAIN M 86.0000 59,340.00 0.000 0.00 03 PERMEABLE MATERIAL M3 82.0000 1,886.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 02/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228444 TIME 11:41 AM ESTIMATE NO. 02 BID OPENING 09/17/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: 21030 REDWOOD ROAD DATE OF THIS ESTIMATE 02/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 61.5000 8,610.00 0.000 0.00 05 300 MM WELDED STEEL PIPE (6.35 MM THICK) M 338.0000 4,056.00 0.000 0.00 06 PRECAST CONCRETE MANHOLE EA 2,040.0000 2,040.00 0.000 0.00 (CONTRA COSTA COUNTY) 07 MINOR CONCRETE (MISCELLANEOUS M3 525.0000 89,250.00 0.000 0.00 CONSTRUCTION) 08 MINOR CONCRETE (GUTTER) M 54.0000 25,164.00 0.000 0.00 F) 09 MISCELLANEOUS IRON AND STEEL KG 1.5500 12,195.40 0.000 0.00 S) 10 TUBULAR STEEL RAILING FENCE M 1,098.5500 60,420.25 0.000 0.00 S) (CITY GATEWAY ENTRANCE) 11 CHAIN LINK FENCE (TYPE CL-1.2, M 33.4500 13,480.35 0.000 0.00 SF)VINYL-CLAD) 12 CHAIN LINK FENCE (TYPE CL-1.8) M 33.4500 16,725.00 0.000 0.00 S) 13 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 867.0000 1,734.00 0.000 0.00 S) 14 METAL BEAM GUARD RAILING M 129.0000 3,225.00 0.000 0.00 S) 15 CONCRETE BARRIER (TYPE 25A) M 161.0000 17,871.00 0.000 0.00 16 CABLE RAILING (MODIFIED) M 67.0000 1,876.00 0.000 0.00 SF) 17 TERMINAL SYSTEM (TYPE ET) EA 2,422.0000 4,844.00 0.000 0.00 S) 18 TERMINAL SYSTEM (TYPE SRT) EA 1,938.0000 11,628.00 0.000 0.00 S) 19 CRASH CUSHION, SAND FILLED EA 4,590.0000 4,590.00 0.000 0.00 S) 20 CONCRETE BARRIER (TYPE 60) M 143.0000 27,742.00 0.000 0.00 21 CONCRETE BARRIER (TYPE 60C) M 266.0000 6,916.00 0.000 0.00 22 CONCRETE BARRIER (TYPE 60D) M 114.0000 15,960.00 0.000 0.00 23 CONCRETE BARRIER (TYPE 60D) MODIFIED M 133.0000 38,703.00 0.000 0.00 24 THERMOPLASTIC PAVEMENT MARKING M2 46.0000 6,900.00 0.000 0.00 S) 25 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 5,170.00 0.000 0.00 S) 26 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.3000 96.60 0.000 0.00 S) 27 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.3000 2,116.00 0.000 0.00 S) 28 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 210.00 0.000 0.00 S) 29 PAINT PAVEMENT MARKING (2-COAT) M2 40.8000 489.60 0.000 0.00 S) 30 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.8500 1,332.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 02/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228444 TIME 11:41 AM ESTIMATE NO. 02 BID OPENING 09/17/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: 21030 REDWOOD ROAD DATE OF THIS ESTIMATE 02/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.1000 2,255.00 0.000 0.00 S) 32 SIGNAL AND LIGHTING (LOCATION 1) LS 142,800.0000 142,800.00 0.000 0.00 S) 33 SIGNAL AND LIGHTING (LOCATION 2) LS 71,400.0000 71,400.00 0.000 0.00 S) 34 HIGHWAY LIGHTING LS 105,345.0000 105,345.00 0.000 0.00 S) 35 SIGN ILLUMINATION LS 4,080.0000 4,080.00 0.000 0.00 36 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 4,080.0000 8,160.00 0.000 0.00 S) 37 IRRIGATION CONTROLLER ENCLOSURE EA 8,670.0000 8,670.00 0.000 0.00 S) CABINET (CITY) 38 RAMP METERING SYSTEM EA 71,400.0000 142,800.00 0.000 0.00 S) 39 REMOVE TRAFFIC SIGNAL STANDARD EA 2,040.0000 2,040.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 02/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228444 TIME 11:41 AM ESTIMATE NO. 02 BID OPENING 09/17/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: 21030 REDWOOD ROAD DATE OF THIS ESTIMATE 02/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 37,647.02 71,609.78 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 37,647.02 71,609.78 40 MOBILIZATION LS 650,000.0000 650,000.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 6,654,100.65 TOTAL WORK COMPLETED 37,647.02 71,609.78 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 37,647.02 71,609.78 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 11/04/03 475 11/20/03 00/00/00 12/15/04 20 41 0 0 1% 9% PROGRESS IS SATISFACTORY 21030 REDWOOD ROAD RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 02/23/04