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 12/18/03 EST. NO.59 TIME 09:05 AM R.E. NAME: BALALLO, RAY 04-438614 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 234 0001 9,173.00 A.C. @ L.S.(+) 120903 N 0001 0 235 0001 46,928.00 A.C. @ L.S.(+) 120903 N 0001 0 236 0001 33,592.00 A.C. @ L.S.(+) 120903 N 0001 0 89,693.00 TOTAL THIS ESTIMATE 7,353,917.49 TOTAL PREVIOUS ESTIMATE 7,443,610.49 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 12/18/03 EST. NO.59 TIME 09:05 AM R.E. NAME: BALALLO, RAY 04-438614 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM NOT COMPLY -94,147.50 05 SWPPP NOT COMPLY -94,147.50 05 CPM NOT COMPLY 26,950.50 06 SWPPP NOT COMPLY 26,950.50 06 SWPPP NOT COMPLY 67,224.50 07 CPM COMPLIED 67,197.00 08 SWPPP NOT COMPLIED -27.50 08 CPM NOT COMPLIED -39,000.00 11 CPM LATE -50,000.00 12 CPM LATE -50,000.00 12 SIGNS NOT COVERED -10,000.00 12 SIGNS NOT COVERED 10,000.00 12 STAKING REQ #136 -200.00 12 SWPPP NOT COMPLIED 25,000.00 12 SWPPP NOT COMPLIED -25,000.00 12 CPM SUBMITTAL 100,000.00 13 CPM NOT COMPLIED 39,200.00 14 RESTAKING #166,170 -2,950.00 15 DEFECTIVE AC @ CEW -3,000.00 16 DEFECTIVE AC @ "CEW" 3,000.00 17 RESTAKING #166 & 170 2,950.00 17 CTB SAMPLE FAILED -1,625.00 21 CTB SAMPLE FAILED 325.00 21 NO SUB EQUIPMENT LIS -25,000.00 21 CTB FAILED ON AIR -1,300.00 22 SUB EQUIPMENT LIST 25,000.00 23 NON-COMPLIANCE -1,218.75 46 SWPPP NOT COMPLIED -25,000.00 47 CREDITSWAPPPDEDUCTIO 25,000.00 49 RE-STAKING CHARGES -11,400.00 52 CREDIT PORTION OF RE 5,700.00 56 0.00 -9,518.75 LABOR COMPLIANCE VIOLATION DELINQUENT DOCUMENTS -10,000.00 47 MISSING CEM-2402 AND -10,000.00 52 DELINQUENT DOCUMENTS 10,000.00 53 SUBMITTED CEM 2402 10,000.00 56 0.00 0.00 LIQUIDATED DAMAGES LIQUIDATED DAMAGES -26,400.00 48 CREDIT11DAYSOFLIQ 26,400.00 49 LIQUIDATEDDAMAGES -52,800.00 49 CREDIT 22 DAYS OFLIQ 52,800.00 50 LIQUIDATED DAMAGE -76,800.00 50 CREDIT10/20/02LDDED 76,800.00 51 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 12/18/03 EST. NO.59 TIME 09:05 AM R.E. NAME: BALALLO, RAY 04-438614 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LD,9/26/02THRU11/20 -134,400.00 51 CREDIT LD 11/20/02 134,400.00 53 LD 10/9/02 - 12/7/02 -141,600.00 53 0.00 -141,600.00 TOTAL DEDUCTIONS 0.00 -151,118.75 PROGRAM CAS145 PAGE 1 DATE 12/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 09:05 AM ESTIMATE NO. 59 BID OPENING 09/02/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/09/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 12/18/03 LOCATION SEMI-FINAL ESTIMATE 04-SCL-237-8.0/9.6 ------------------- 04-SCL-880-7.8/10.1 DE SILVA GATES CONSTRUCTION IN SANTA CLARA COUNTY IN SAN JOSE P.O.BOX 2909 AND MILPITAS ON ROUTES 237 AND 880 DUBLIN, CA 94568 AT VARIOUS LOCATIONS FED. AID NO. NHI-880 -1(41)8N ,AC-880 -1(41)8N ,ACST-S237(7)N 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) LS 10,000.0000 10,000.00 1.000 10,000.00 02 TEMPORARY FENCE M 15.0000 3,000.00 179.000 2,685.00 03 TEMPORARY GATE EA 500.0000 1,000.00 2.000 1,000.00 04 450 MM TEMPORARY CULVERT M 125.0000 30,000.00 262.580 32,822.50 05 600 MM TEMPORARY CULVERT M 150.0000 4,500.00 33.550 5,032.50 06 450 MM TEMPORARY FLARED END SECTION EA 250.0000 2,000.00 2.000 500.00 07 600 MM TEMPORARY FLARED END SECTION EA 200.0000 200.00 0.000 0.00 08 900 MM TEMPORARY INLET EA 1,000.0000 1,000.00 2.000 2,000.00 09 PREPARE STORM WATER POLLUTION PREVENTION LS 25,000.0000 25,000.00 1.000 25,000.00 PLAN 10 WATER POLLUTION CONTROL LS 75,000.0000 75,000.00 1.000 75,000.00 11 TEMPORARY SILT FENCE M 5.0000 41,000.00 7,844.000 39,220.00 12 TEMPORARY STOCKPILE COVER M2 3.0000 3,900.00 4,000.960 12,002.88 13 TEMPORARY STRAW BALE CHECK DAM EA 250.0000 25,000.00 102.000 25,500.00 14 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 7,500.00 65.000 16,250.00 15 TEMPORARY FLARED END SECTION PROTECTION EA 250.0000 3,750.00 23.000 5,750.00 16 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 1.000 60,000.00 S) 17 TRAFFIC CONTROL SYSTEM LS 225,000.0000 225,000.00 1.000 225,000.00 S) 18 TYPE III BARRICADE EA 100.0000 16,000.00 97.000 9,700.00 19 TEMPORARY PAVEMENT MARKING (PAINT) M2 23.0000 6,670.00 400.820 9,218.86 20 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 66,500.00 3,691.000 18,455.00 21 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 31,500.00 49,602.260 49,602.26 22 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 91,200.00 2,265.000 67,950.00 PROGRAM CAS145 PAGE 2 DATE 12/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 09:05 AM ESTIMATE NO. 59 BID OPENING 09/02/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/09/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 12/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY PAVEMENT MARKER EA 4.0000 59,600.00 17,354.000 69,416.00 24 INSTALL TEMPORARY SIGN OVERLAY M2 250.0000 1,750.00 0.000 0.00 25 TEMPORARY CREEK DIVERSION SYSTEM LS 300,000.0000 300,000.00 1.000 300,000.00 26 TEMPORARY EROSION CONTROL M2 0.4000 26,000.00 49,663.250 19,865.30 27 PORTABLE CHANGEABLE MESSAGE SIGN EA 25,000.0000 75,000.00 3.000 75,000.00 28 TEMPORARY RAILING (TYPE K) M 70.0000 1,050,000.00 22,237.230 1,556,606.10 29 TEMPORARY CRASH CUSHION MODULE EA 250.0000 155,000.00 886.000 221,500.00 30 ABANDON REINFORCED CONCRETE BOX EA 5,000.0000 20,000.00 4.000 20,000.00 CULVERT 31 ABANDON CULVERT EA 1,000.0000 30,000.00 31.000 31,000.00 32 ABANDON INLET EA 1,000.0000 12,000.00 10.000 10,000.00 33 ABANDON PIPELINE EA 1,000.0000 1,000.00 1.000 1,000.00 34 ABANDON WATER WELL LS 10,000.0000 10,000.00 0.000 0.00 35 OBLITERATE SURFACING M2 2.0000 19,400.00 13,963.000 27,926.00 36 REMOVE FLARED END SECTION EA 500.0000 18,500.00 38.000 19,000.00 37 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 42,400.00 14,873.670 29,747.34 38 REMOVE PAINTED PAVEMENT MARKING M2 25.0000 3,750.00 54.140 1,353.50 39 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 16,200.00 2,756.430 5,512.86 40 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 9,250.00 14.940 373.50 41 REMOVE PAVEMENT MARKER EA 1.0000 8,840.00 9,311.000 9,311.00 42 REMOVE ROADSIDE SIGN EA 100.0000 8,900.00 63.000 6,300.00 43 REMOVE SIGN STRUCTURE EA 5,000.0000 10,000.00 2.000 10,000.00 44 REMOVE SIGN PANEL EA 1,000.0000 13,000.00 11.000 11,000.00 45 REMOVE CULVERT M 100.0000 66,000.00 811.170 81,117.00 46 REMOVE INLET EA 1,000.0000 13,000.00 15.000 15,000.00 47 REMOVE HEADWALL EA 1,000.0000 34,000.00 13.000 13,000.00 48 REMOVE SOUND WALL M2 100.0000 37,000.00 320.600 32,060.00 49 REMOVE CONCRETE PAVEMENT M2 7.0000 115,500.00 15,292.000 107,044.00 PROGRAM CAS145 PAGE 3 DATE 12/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 09:05 AM ESTIMATE NO. 59 BID OPENING 09/02/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/09/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 12/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 SALVAGE DOUBLE THRIE BEAM BARRIER M 25.0000 40,250.00 3,182.900 79,572.50 51 RECONSTRUCT CHAIN LINK FENCE M 25.0000 94,500.00 3,477.850 86,946.25 52 RECONSTRUCT CHAIN LINK GATE EA 500.0000 1,500.00 3.000 1,500.00 53 RECONSTRUCT THRIE BEAM BARRIER M 80.0000 6,000.00 80.000 6,400.00 54 RECONSTRUCT DOUBLE THRIE BEAM BARRIER M 70.0000 127,400.00 881.000 61,670.00 55 RECONSTRUCT METAL BEAM GUARD RAILING M 80.0000 69,600.00 893.900 71,512.00 56 RELOCATE CRASH CUSHION EA 250.0000 3,000.00 12.000 3,000.00 57 RELOCATE ROADSIDE SIGN EA 250.0000 1,250.00 5.000 1,250.00 58 RELOCATE SIGN STRUCTURE EA 5,000.0000 5,000.00 1.000 5,000.00 59 ADJUST MANHOLE TO GRADE EA 1,000.0000 1,000.00 0.000 0.00 60 ADJUST UTILITY COVER TO GRADE EA 1,000.0000 1,000.00 0.000 0.00 61 PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 39,500.00 16,857.590 84,287.95 S) 62 REMOVE CONCRETE M3 50.0000 90,000.00 3,111.950 155,597.50 63 REMOVE CONCRETE BARRIER M 100.0000 28,000.00 312.350 31,235.00 64 CAP MANHOLE EA 1,000.0000 3,000.00 5.000 5,000.00 65 BRIDGE REMOVAL (PORTION), LOCATION A LS 10,000.0000 10,000.00 1.000 10,000.00 66 BRIDGE REMOVAL (PORTION), LOCATION B LS 10,000.0000 10,000.00 1.000 10,000.00 67 BRIDGE REMOVAL (PORTION), LOCATION C LS 10,000.0000 10,000.00 1.000 10,000.00 68 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 1.000 150,000.00 69 DEVELOP WATER SUPPLY LS 150,000.0000 150,000.00 1.000 150,000.00 70 ROADWAY EXCAVATION M3 25.0000 1,877,500.00 106,129.000 2,653,225.00 71 STRUCTURE EXCAVATION (BRIDGE) M3 35.0000 137,900.00 4,046.229 141,618.02 F) 72 STRUCTURE EXCAVATION (TYPE A) M3 275.0000 220,000.00 800.000 220,000.00 F) 73 STRUCTURE EXCAVATION (TYPE D) M3 70.0000 151,900.00 2,208.500 154,595.00 F) 74 STRUCTURE EXCAVATION (RETAINING WALL) M3 10.0000 16,000.00 2,227.240 22,272.40 75 STRUCTURE EXCAVATION (TIEBACK WALL) M3 40.0000 7,400.00 185.000 7,400.00 76 STRUCTURE BACKFILL (BRIDGE) M3 25.0000 100,000.00 4,066.610 101,665.25 F) PROGRAM CAS145 PAGE 4 DATE 12/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 09:05 AM ESTIMATE NO. 59 BID OPENING 09/02/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/09/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 12/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 98,000.00 2,916.280 102,069.80 78 STRUCTURE BACKFILL (TIEBACK WALL) M3 70.0000 1,750.00 25.000 1,750.00 79 SAND BACKFILL M3 120.0000 66,000.00 505.680 60,681.60 80 DITCH EXCAVATION M3 25.0000 15,000.00 598.400 14,960.00 81 EARTH RETAINING STRUCTURE, LOCATION A M2 500.0000 390,000.00 780.000 390,000.00 F) 82 EARTH RETAINING STRUCTURE, LOCATION B M2 500.0000 135,000.00 270.000 135,000.00 F) 83 EARTH RETAINING STRUCTURE, LOCATION C M2 500.0000 107,500.00 215.000 107,500.00 F) 84 EARTH RETAINING STRUCTURE, LOCATION D M2 500.0000 67,500.00 135.000 67,500.00 F) 85 IMPORTED BORROW TONN 0.0100 9,500.00 1,119,772.000 11,197.72 86 STRAW (EROSION CONTROL) TONN 600.0000 24,000.00 67.510 40,506.00 87 FIBER (EROSION CONTROL) KG 1.0000 11,220.00 23,055.610 23,055.61 88 PURE LIVE SEED (EROSION CONTROL) KG 20.0000 19,800.00 2,016.720 40,334.40 89 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 5,050.00 19,912.320 19,912.32 90 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 5,360.00 2,734.730 10,938.92 91 200 MM CORRUGATED HIGH DENSITY M 150.0000 55,500.00 412.934 61,940.10 S) POLYETHYLENE PIPE CONDUIT 92 CLASS 4 AGGREGATE SUBBASE M3 27.0000 1,171,800.00 49,501.600 1,336,543.20 93 CLASS 3 AGGREGATE BASE M3 50.0000 485,000.00 7,394.490 369,724.50 94 CEMENT TREATED BASE M3 70.0000 2,002,000.00 37,523.200 2,626,624.00 (PLANT-MIXED, CLASS A) 95 ASPHALTIC EMULSION (CURING SEAL) TONN 1.0000 170.00 97.064 97.06 96 ASPHALT TREATED PERMEABLE BASE M3 65.0000 689,000.00 13,690.180 889,861.70 97 ASPHALT CONCRETE TONN 37.0000 4,255,000.00 134,471.620 4,975,449.94 98 ASPHALT CONCRETE (OPEN GRADED) TONN 30.0000 354,000.00 10,214.290 306,428.70 99 PAVING ASPHALT (BINDER-PAVEMENT TONN 1.0000 18.00 23.460 23.46 REINFORCING FABRIC) 00 PAVEMENT REINFORCING FABRIC M2 1.0000 14,800.00 13,000.020 13,000.02 01 PLACE ASPHALT CONCRETE DIKE M 6.0000 13,200.00 2,054.000 12,324.00 02 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 30.0000 4,800.00 138.140 4,144.20 AREA) 03 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 6.0000 18,120.00 3,076.520 18,459.12 PROGRAM CAS145 PAGE 5 DATE 12/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 09:05 AM ESTIMATE NO. 59 BID OPENING 09/02/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/09/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 12/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,500.0000 90,000.00 112.950 169,425.00 05 FURNISH PILING (CLASS 900) M 30.0000 519,000.00 17,349.995 520,499.85 06 DRIVE PILE (CLASS 900) EA 1,400.0000 1,019,200.00 733.000 1,026,200.00 S) 07 FURNISH PILING (CLASS 625) M 31.0000 177,010.00 5,986.197 185,572.11 08 DRIVE PILE (CLASS 625) EA 1,200.0000 315,600.00 264.000 316,800.00 S) 09 FURNISH PILING (CLASS 400) M 36.0000 86,688.00 2,457.948 88,486.13 10 DRIVE PILE (CLASS 400) EA 1,300.0000 189,800.00 150.000 195,000.00 S) 11 406 MM CAST-IN-DRILLED-HOLE PILING M 120.0000 23,040.00 0.000 0.00 S) (BARRIER) 12 PRESTRESSING CAST-IN-PLACE CONCRETE LS 500,000.0000 500,000.00 1.000 500,000.00 S) 13 TIEBACK ANCHOR EA 1,300.0000 53,300.00 41.000 53,300.00 S) 14 SEAL COURSE CONCRETE M3 125.0000 23,750.00 27.000 3,375.00 15 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 325.0000 832,000.00 2,836.623 921,902.48 F) 16 STRUCTURAL CONCRETE, BRIDGE M3 410.0000 5,453,000.00 13,328.494 5,464,682.54 F) 17 STRUCTURAL CONCRETE, RETAINING WALL M3 400.0000 348,000.00 962.900 385,160.00 F) 18 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 164,000.00 410.000 164,000.00 F) (TYPE N) 19 CLASS 2 CONCRETE (BOX CULVERT) M3 600.0000 340,200.00 565.000 339,000.00 20 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 252,000.00 201.880 282,632.00 F) 21 MINOR CONCRETE (BACKFILL) M3 150.0000 45,300.00 77.260 11,589.00 22 FRACTURED RIB TEXTURE M2 80.0000 23,200.00 303.210 24,256.80 F) 23 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 80.0000 32,800.00 410.000 32,800.00 F) 24 PTFE BEARING EA 2,500.0000 50,000.00 20.000 50,000.00 S) 25 JOINT SEAL (TYPE B - MR 40 MM) M 115.0000 3,220.00 19.500 2,242.50 S) 26 JOINT SEAL (TYPE B - MR 50 MM) M 115.0000 3,680.00 25.900 2,978.50 S) 27 JOINT SEAL ASSEMBLY (MR 60 MM) M 275.0000 4,400.00 16.000 4,400.00 S) 28 JOINT SEAL ASSEMBLY (MR 70 MM) M 275.0000 12,650.00 46.000 12,650.00 S) 29 JOINT SEAL ASSEMBLY (MR 80 MM) M 275.0000 9,350.00 34.200 9,405.00 S) 30 JOINT SEAL ASSEMBLY (MR 100 MM) M 275.0000 4,400.00 16.000 4,400.00 S) PROGRAM CAS145 PAGE 6 DATE 12/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 09:05 AM ESTIMATE NO. 59 BID OPENING 09/02/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/09/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 12/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 900.0000 28,800.00 32.000 28,800.00 S) 32 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,500.0000 24,000.00 16.000 24,000.00 S) 33 BAR REINFORCING STEEL (BRIDGE) KG 1.1000 2,497,550.00 2,329,495.010 2,562,444.51 SF) 34 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 51,700.00 59,201.450 59,201.45 F) 35 BAR REINFORCING STEEL (BOX CULVERT) KG 1.0000 57,600.00 57,600.000 57,600.00 36 SHOTCRETE M3 500.0000 17,000.00 34.000 17,000.00 S) 37 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 176,000.00 48,851.250 195,405.00 F) 38 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 22,000.00 44,000.000 22,000.00 SF) 39 920 MM CAST-IN-DRILLED-HOLE M 1,500.0000 84,000.00 56.000 84,000.00 CONCRETE PILE (SIGN FOUNDATION) 40 METAL (BARRIER MOUNTED SIGN) KG 35.0000 9,800.00 0.000 0.00 41 ROADSIDE SIGN - ONE POST EA 160.0000 8,800.00 64.000 10,240.00 42 ROADSIDE SIGN - TWO POST EA 500.0000 9,500.00 25.000 12,500.00 43 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 2,100.00 25.000 2,500.00 METHOD) 44 INSTALL SIGN PANEL ON EXISTING FRAME M2 45.0000 4,455.00 208.480 9,381.60 45 INSTALL FRAMED SIGN PANEL EA 700.0000 5,600.00 0.000 0.00 46 450 MM ALTERNATIVE PIPE CULVERT M 100.0000 208,000.00 2,468.440 246,844.00 47 600 MM ALTERNATIVE PIPE CULVERT M 220.0000 198,000.00 851.410 187,310.20 48 750 MM ALTERNATIVE PIPE CULVERT M 280.0000 182,000.00 615.070 172,219.60 49 900 MM ALTERNATIVE PIPE CULVERT M 300.0000 42,000.00 128.900 38,670.00 50 750 MM REINFORCED CONCRETE PIPE M 400.0000 8,000.00 20.000 8,000.00 51 900 MM REINFORCED CONCRETE PIPE M 425.0000 14,875.00 36.000 15,300.00 52 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,000.0000 160,000.00 48.000 48,000.00 (CLASS IV) 53 JACKED 900 MM REINFORCED CONCRETE PIPE M 2,000.0000 90,000.00 143.000 286,000.00 (CLASS IV) 54 450 MM CORRUGATED STEEL PIPE M 200.0000 72,000.00 281.890 56,378.00 (2.01 MM THICK) 55 450 MM SLOTTED CORRUGATED STEEL PIPE M 300.0000 42,000.00 128.600 38,580.00 (1.63 MM THICK) 56 80 MM PLASTIC PIPE (EDGE DRAIN) M 15.0000 105,450.00 6,552.420 98,286.30 57 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 40.0000 32,400.00 736.200 29,448.00 PROGRAM CAS145 PAGE 7 DATE 12/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 09:05 AM ESTIMATE NO. 59 BID OPENING 09/02/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/09/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 12/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 80 MM PLASTIC PIPE (APPROACH SLAB DRAIN) M 50.0000 7,000.00 0.000 0.00 59 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 100.0000 1,400.00 20.690 2,069.00 (2.01 MM THICK) 60 450 MM ENTRANCE TAPER EA 300.0000 900.00 3.000 900.00 61 450 MM ANCHOR ASSEMBLY EA 200.0000 4,800.00 24.000 4,800.00 62 711 MM WELDED STEEL PIPE CASING M 350.0000 25,200.00 76.460 26,761.00 (16 MM THICK) 63 356 MM DUCTILE IRON WATER PIPE M 600.0000 114,000.00 190.000 114,000.00 64 305 MM WELDED STEEL PIPE CASING M 250.0000 8,000.00 32.000 8,000.00 (BRIDGE) 65 458 MM WELDED STEEL PIPE CASING M 250.0000 18,250.00 73.000 18,250.00 (BRIDGE) 66 600 MM CONCRETE FLARED END SECTION EA 500.0000 1,000.00 1.000 500.00 67 900 MM CONCRETE FLARED END SECTION EA 800.0000 800.00 2.000 1,600.00 68 450 MM ALTERNATIVE FLARED END SECTION EA 500.0000 9,500.00 16.000 8,000.00 69 600 MM ALTERNATIVE FLARED END SECTION EA 600.0000 1,800.00 3.000 1,800.00 70 750 MM ALTERNATIVE FLARED END SECTION EA 700.0000 7,000.00 5.000 3,500.00 71 900 MM ALTERNATIVE FLARED END SECTION EA 800.0000 6,400.00 8.000 6,400.00 72 900 MM PRECAST CONCRETE PIPE INLET M 1,000.0000 11,000.00 7.500 7,500.00 73 1220 MM PRECAST CONCRETE PIPE MANHOLE M 500.0000 2,000.00 3.160 1,580.00 74 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 75.0000 225,750.00 3,876.500 290,737.50 75 ROCK SLOPE PROTECTION M3 100.0000 52,000.00 422.270 42,227.00 (BACKING NO. 2, METHOD B) 76 ROCK SLOPE PROTECTION M3 65.0000 59,150.00 1,145.350 74,447.75 (BACKING NO. 3, METHOD B) 77 SLOPE PAVING (CONCRETE) M3 350.0000 265,300.00 764.500 267,575.00 F) 78 SLOPE PAVING (MASONRY BLOCK) M2 100.0000 17,000.00 85.000 8,500.00 F) 79 ROCK SLOPE PROTECTION FABRIC M2 2.0000 10,400.00 7,841.500 15,683.00 80 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 255,000.00 855.620 256,686.00 CONSTRUCTION) 81 MINOR CONCRETE (GUTTER) M 60.0000 35,760.00 598.100 35,886.00 F) 82 MINOR CONCRETE (COBBLESTONE TEXTURED M2 65.0000 107,250.00 1,226.400 79,716.00 PAVING) 83 MINOR CONCRETE (LEVEE ACCESS ROAD) M3 500.0000 330,000.00 573.000 286,500.00 84 MISCELLANEOUS IRON AND STEEL KG 3.0000 47,400.00 18,403.000 55,209.00 SF) PROGRAM CAS145 PAGE 8 DATE 12/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 09:05 AM ESTIMATE NO. 59 BID OPENING 09/02/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/09/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 12/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 MISCELLANEOUS METAL KG 10.0000 29,000.00 2,900.000 29,000.00 SF)(RESTRAINER - CABLE TYPE) 86 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 51,000.00 7,862.000 78,620.00 SF) 87 CHAIN LINK FENCE M 50.0000 5,200.00 104.000 5,200.00 SF)(TYPE CL-1.02, VINYL-CLAD) 88 CHAIN LINK FENCE (TYPE CL-1.2, M 30.0000 40,200.00 1,480.700 44,421.00 S) VINYL-CLAD) 89 CHAIN LINK FENCE M 35.0000 93,450.00 2,229.100 78,018.50 S) (TYPE CL-1.83, VINYL-CLAD) 90 SURVEY MONUMENT (TYPE D) EA 400.0000 4,400.00 11.000 4,400.00 91 DELINEATOR (CLASS 1) EA 30.0000 4,620.00 162.000 4,860.00 92 OBJECT MARKER EA 35.0000 1,400.00 37.000 1,295.00 93 METAL BEAM GUARD RAILING (WOOD POST) M 55.0000 79,750.00 2,317.580 127,466.90 S) 94 CHAIN LINK RAILING (TYPE 7) M 200.0000 9,000.00 44.620 8,924.00 95 CONCRETE BARRIER (TYPE K) M 70.0000 39,900.00 2,986.950 209,086.50 96 CONCRETE BARRIER (TYPE 25) M 80.0000 23,600.00 299.000 23,920.00 F) 97 CONCRETE BARRIER (TYPE 25 MODIFIED) M 80.0000 173,200.00 2,210.600 176,848.00 F) 98 CONCRETE BARRIER (TYPE 26) M 500.0000 22,500.00 0.000 0.00 99 CONCRETE BARRIER (TYPE 27A) M 200.0000 2,800.00 31.700 6,340.00 00 CONCRETE BARRIER (TYPE 27B) M 150.0000 153,000.00 957.000 143,550.00 01 CONCRETE BARRIER (TYPE 27SV) M 200.0000 37,400.00 187.000 37,400.00 02 CONCRETE BARRIER (TYPE 27 MODIFIED) M 100.0000 10,300.00 103.000 10,300.00 F) 03 CONCRETE BARRIER (TYPE 50E) M 750.0000 21,000.00 30.600 22,950.00 04 CONCRETE BARRIER M 240.0000 218,400.00 2,142.320 514,156.80 (TYPE 60C) 05 CONCRETE BARRIER (TYPE 60D) M 100.0000 16,000.00 157.091 15,709.10 06 CONCRETE BARRIER M 500.0000 11,000.00 20.000 10,000.00 (TYPE 60GE) 07 REMOVABLE BARRIER POST EA 1,500.0000 6,000.00 5.000 7,500.00 08 CABLE ANCHOR ASSEMBLY EA 600.0000 1,800.00 6.000 3,600.00 S) 09 CABLE ANCHOR ASSEMBLY EA 500.0000 4,000.00 10.000 5,000.00 S) (BREAKAWAY, TYPE B) 10 TERMINAL SECTION (TYPE B) EA 50.0000 250.00 8.000 400.00 S) 11 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 46,200.00 19.000 41,800.00 S) PROGRAM CAS145 PAGE 9 DATE 12/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 09:05 AM ESTIMATE NO. 59 BID OPENING 09/02/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/09/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 12/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 RETURN SECTION EA 100.0000 300.00 4.000 400.00 S) 13 CRASH CUSHION, SAND FILLED EA 4,000.0000 16,000.00 5.000 20,000.00 S) 14 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 31,600.00 339.030 13,561.20 15 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 10,240.00 6,255.530 12,511.06 16 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,040.00 2,476.960 4,953.92 (BROKEN 3.66 M - 0.92 M) 17 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 360.00 1,486.060 1,486.06 (BROKEN 5.18 M - 2.14 M) 18 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 16,900.00 49,627.170 24,813.59 S) 19 PAINT PAVEMENT MARKING (2-COAT) M2 24.0000 3,600.00 63.330 1,519.92 S) 20 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 15,440.00 9,282.000 18,564.00 S) 21 PAVEMENT MARKER (REFLECTIVE) EA 4.0000 17,840.00 5,617.000 22,468.00 S) 22 SIGNAL AND LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 1.000 75,000.00 S) 23 SIGNAL AND LIGHTING (LOCATION 2) LS 75,000.0000 75,000.00 1.000 75,000.00 S) 24 SIGNAL AND LIGHTING (LOCATION 3) LS 75,000.0000 75,000.00 1.000 75,000.00 S) 25 SIGNAL AND LIGHTING (LOCATION 4) LS 75,000.0000 75,000.00 1.000 75,000.00 S) 26 TRAFFIC MONITORING STATION AND RAMP LS 300,000.0000 300,000.00 1.000 300,000.00 S) METERING SYSTEM 27 SIGNAL AND LIGHTING LS 10,000.0000 10,000.00 0.000 0.00 S) (CITY STREET LOCATION 5) 28 SIGNAL AND LIGHTING LS 10,000.0000 10,000.00 0.000 0.00 S) (CITY STREET LOCATION 6) 29 LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 1.000 100,000.00 S) (STAGE CONSTRUCTION) 30 LIGHTING AND SIGN ILLUMINATION LS 300,000.0000 300,000.00 1.000 300,000.00 S) 31 MODULATED LIGHT SIGNAL DETECTION EA 2,500.0000 20,000.00 8.000 20,000.00 S) SYSTEM PROGRAM CAS145 PAGE 10 DATE 12/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-438614 TIME 09:05 AM ESTIMATE NO. 59 BID OPENING 09/02/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/09/02 R.E. NAME: BALALLO, RAY DATE OF THIS ESTIMATE 12/18/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 38,680,331.21 ADJUSTMENT OF COMPENSATION 89,693.00 1,872,535.34 EXTRA WORK 0.00 5,571,075.15 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 89,693.00 46,123,941.70 32 MOBILIZATION LS 3874,000.0000 3,874,000.00 1.000 3,874,000.00 ORIGINAL CONTRACT AMOUNT 38,746,566.00 TOTAL WORK COMPLETED 89,693.00 49,997,941.70 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -151,118.75 TOTAL 89,693.00 49,846,822.95 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 10/08/98 600 10/13/98 10/13/98 12/09/02 854 182 208 6 100% 100% BALALLO, RAY RESIDENT ENGINEER PROGRAM CAS145 DATE 12/18/03