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 07/20/04 EST. NO.23 TIME 11:36 AM R.E. NAME: RAYMOND BALALLO 04-4874R4 --------------------------------------------------------------------------- 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 0041-1 -6,603.00 E.W. @ F.A.(+) 120303 N 240 0 DAO CORRECTING ENTRY 0041-2 6,734.11 120303 N 240 0 DAO CORRECTING ENTRY 0062 205.67 060304 N 0062 0 0063 204.70 060203 N 0063 0 0064 201.52 053003 N 0064 0 0065 157.21 052903 N 0065 0 0066 169.72 052803 N 0066 0 0067 201.52 052703 N 0067 0 0068 304.66 052303 N 0068 0 0069 182.44 052203 N 0069 0 0070 214.24 052103 N 0070 0 0071 163.28 052003 N 0071 0 0072 185.55 051903 N 0072 0 0073 182.44 051403 N 0073 0 0074 120.10 013003 N 0074 0 0075 170.71 012703 N 0075 0 0076 224.58 032603 N 0076 0 0077 504.62 061203 N 0077 0 0078 337.87 061303 N 0078 0 0079 491.89 061603 N 0079 0 0080 523.70 061803 N 0080 0 0081 485.53 061703 N 0081 0 0082 536.43 061903 N 0082 0 0083 460.09 062003 N 0083 0 0084 549.15 062303 N 0084 0 0085 491.89 062403 N 0085 0 0086 485.53 062503 N 0086 0 0087 485.53 062603 N 0087 0 0088 421.92 062703 N 0088 0 0089 242.45 063003 N 0089 0 0090 306.06 070103 N 0090 0 0091 460.09 070703 N 0091 0 0092 258.36 070303 N 0092 0 0093 290.16 071003 N 0093 0 0094 369.67 080103 N 0094 0 0095 4,235.00 080403 N 342 0 0096 242.45 081303 N 0096 0 003 0003 2,921.69 E.W. @ F.A.(+) 110503 N 577 0 0004 329.95 060103 N 501 0 005 0001 325.78 E.W. @ F.A.(+) 040803 N 03.1 0 0002 327.61 051903 N 03.2 0 0003 327.61 052003 N 03.3 0 0004 327.61 052103 N 03.4 0 0005 327.61 052203 N 005 0 0006 327.61 052303 N 03.6 0 0007 327.61 052703 N 03.7 0 0008 327.61 052803 N 03.8 0 0009 327.61 052903 N 03.9 0 0010 327.61 053003 N 03.100 0011 327.61 060203 N 03.110 0012 327.61 060303 N 03.120 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 07/20/04 EST. NO.23 TIME 11:36 AM R.E. NAME: RAYMOND BALALLO 04-4874R4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0013 327.61 060503 N 03.130 0014 327.61 060603 N 03.140 0015 327.61 060903 N 03.150 0016 327.61 061003 N 03.160 0017 327.61 061103 N 03.170 0018 327.61 061203 N 03.180 0019 327.61 061303 N 03.190 0020 327.61 061603 N 03.200 0021 327.61 061703 N 03.210 0022 327.61 061803 N 03.220 0023 327.61 061903 N 03.230 0024 327.61 062003 N 03.240 0025 327.61 062303 N 03.250 0026 327.61 062403 N 03.260 0027 327.61 062503 N 03.270 0028 327.61 062603 N 03.280 0029 327.61 062703 N 03.290 0030 327.61 063003 N 03.300 0031 327.61 070203 N 03.310 0032 325.78 070703 N 03.320 0033 325.78 070803 N 03.330 0034 325.78 070903 N 03.340 0035 325.78 071003 N 03.350 0036 325.78 071803 N 03.360 0037 325.78 072303 N 03.370 0038 325.78 072803 N 01.380 0039 325.78 073003 N 03.390 011 0002 12,449.98 E.W. @ F.A.(+) 112102 N 0002 0 0003 102.53 112202 N 0003 0 0004 512.67 120402 N 0004 0 018 0014 568.91 E.W. @ F.A.(+) 010903 N 289506 025 0001 19,260.00 A.C. @ L.S.(+) 042604 N 0001 0 033 0001 25,500.00 E.W. @ L.S.(+) 062104 N 0001 0 034 0025 146.88 E.W. @ F.A.(+) 040104 N 0025 0 0026 594.14 040204 N 0026 0 043 0001 1,045.00 E.W. @ F.A.(+) 011304 N 539 0 0002 3,082.75 032204 N 544 0 0003 1,045.00 032304 N 549 0 0004 1,639.00 032404 N 550 0 0005 347.88 032504 N 551 0 0006 924.00 032804 N 552 0 0007 657.25 041204 N 553 0 045 0002 2,523.58 E.W. @ F.A.(+) 121603 N 0002 0 0003 5,751.28 010904 N 0003 0 047 0004 1,310.64 E.W. @ F.A.(+) 033104 N 0004 0 0005 1,709.73 040504 N 0005 0 0006 1,594.93 040204 N 0006 0 0007 1,701.43 040104 N 0007 0 0008 6,836.04 033004 N 0008 0 051 0007 661.21 E.W. @ F.A.(+) 032704 N 613 0 0008 7,898.79 050604 N 618 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 07/20/04 EST. NO.23 TIME 11:36 AM R.E. NAME: RAYMOND BALALLO 04-4874R4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0009 1,711.06 050704 N 619 0 0010 231.70 033004 N 616 0 0011 1,224.28 051004 N 623 0 0012 2,144.12 051104 N 624 0 0013 390.61 051204 N 625A 0 0014 979.04 051304 N 627 0 0015 873.02 051704 N 628 0 052 0001 44,000.00 E.W. @ F.A.(+) 071004 N 0001 0 058 0001 38,948.00 A.C. @ L.S.(+) 071004 N 0001 0 219,575.25 TOTAL THIS ESTIMATE 1,319,732.73 TOTAL PREVIOUS ESTIMATE 1,539,307.98 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 07/20/04 EST. NO.23 TIME 11:36 AM R.E. NAME: RAYMOND BALALLO 04-4874R4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 11:36 AM ESTIMATE NO. 23 BID OPENING 09/10/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: RAYMOND BALALLO DATE OF THIS ESTIMATE 07/20/04 LOCATION PROGRESS ESTIMATE 04-SCL-87-7.1/7.8 ----------------- GRANITE CONSTRUCTION IN SANTA CLARA COUNTY IN SAN JOSE 120 GARNITE ROCK WAY FROM JULIAN STREET TO ROUTE 101 SAN JOASE, CA 95136 FED. AID NO. ACNH-S087(23)E WIDEN HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 6,220.0000 6,220.00 0.700 4,354.00 02 TIME-RELATED OVERHEAD WDAY 2,600.0000 1,430,000.00 31.870 82,862.00 619.650 1,611,090.00 03 MIGRATORY NESTING BIRDS LS 20,000.0000 20,000.00 0.100 2,000.00 1.000 20,000.00 04 TEMPORARY CHAIN LINK FENCE (TYPE CL-1.8) M 66.0000 8,580.00 0.000 0.00 W/3 LINES OF BARBED WIRE ON TOP 05 TEMPORARY HIGH VISIBILITY FENCE M 15.0000 7,800.00 0.000 0.00 06 PREPARE STORM WATER POLLUTION LS 350.0000 350.00 0.900 315.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 35,000.0000 35,000.00 0.060 2,100.00 0.960 33,600.00 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,620.0000 10,480.00 9.000 23,580.00 09 TEMPORARY ENTRANCES/EXITS EA 1,980.0000 9,900.00 5.000 9,900.00 10 TEMPORARY SILT FENCE M 8.5000 17,000.00 1,422.700 12,092.95 11 TEMPORARY COVER M2 2.0000 17,000.00 4,826.000 9,652.00 12 TEMPORARY DRAIN INLET PROTECTION EA 232.0000 1,392.00 4.000 928.00 7.000 1,624.00 13 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.600 9,000.00 14 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.900 22,500.00 S) 15 TYPE III BARRICADE EA 96.0000 4,800.00 51.000 4,896.00 16 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.1000 11,660.00 8,343.830 9,178.21 17 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 9,450.00 316.000 11,060.00 18 TEMPORARY PAVEMENT MARKER EA 4.5000 9,000.00 1,719.000 7,735.50 19 TEMPORARY RAILING (TYPE K) M 31.0000 74,400.00 445.030 13,795.93 20 TEMPORARY CRASH CUSHION MODULE EA 450.0000 49,500.00 39.000 17,550.00 21 PHOTO SURVEY OF EXISTING FACILITIES LS 763.0000 763.00 1.000 763.00 22 STORM DRAIN, SANITARY SEWER, 1675 MM EA 1,500.0000 9,000.00 0.000 0.00 WATER LINE VIDEO TAPING PROGRAM CAS145 PAGE 2 DATE 07/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 11:36 AM ESTIMATE NO. 23 BID OPENING 09/10/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: RAYMOND BALALLO DATE OF THIS ESTIMATE 07/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 VIBRATION MONITORING EA 1,650.0000 33,000.00 25.000 41,250.00 24 ABANDON CULVERT EA 1,200.0000 19,200.00 4.750 5,700.00 25 REMOVE CHAIN LINK FENCE M 14.0000 10,780.00 1,700.700 23,809.80 26 REMOVE 7.2 M SLIDING GATE EA 1,700.0000 1,700.00 0.000 0.00 27 REMOVE 1050 MM SLIDE HEADGATE AND EA 7,800.0000 7,800.00 0.000 0.00 RISER ASSEMBLY 28 REMOVE BARRICADE EA 56.0000 1,288.00 0.000 0.00 29 REMOVE FLARED END SECTION EA 400.0000 800.00 0.000 0.00 30 REMOVE WHITE TRAFFIC STRIPE M 6.7500 10,125.00 1,838.240 12,408.12 31 REMOVE YELLOW TRAFFIC STRIPE M 7.5000 51,750.00 1,689.830 12,673.73 32 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 26.5000 662.50 0.000 0.00 33 REMOVE PAVEMENT MARKER EA 1.5000 1,950.00 921.000 1,381.50 34 REMOVE CHANNELIZERS EA 5.5000 825.00 34.000 187.00 35 REMOVE ROADSIDE SIGN EA 110.0000 3,410.00 20.000 2,200.00 36 REMOVE ASPHALT CONCRETE M3 68.3000 4,234.60 68.850 4,702.46 37 REMOVE OVERSIDE DRAIN EA 752.0000 752.00 1.000 752.00 38 REMOVE OMP INLET EA 251.0000 753.00 2.000 502.00 39 REMOVE 300 MM PP M 51.5000 1,236.00 24.000 1,236.00 40 REMOVE 450 MM PP M 16.5000 2,970.00 105.050 1,733.33 41 REMOVE 300 MM SCSP M 24.8000 9,672.00 226.500 5,617.20 42 REMOVE 450 MM SCSP M 48.9000 13,203.00 0.000 0.00 43 REMOVE 450 MM RCP M 22.1000 2,652.00 118.000 2,607.80 44 REMOVE INLET EA 476.0000 14,756.00 16.000 7,616.00 45 REMOVE G1 CLEANOUT EA 568.0000 7,384.00 0.000 0.00 46 REMOVE 300 MM DOWNDRAIN M 16.0000 752.00 18.000 288.00 47 REMOVE MANHOLE EA 761.0000 1,522.00 0.000 0.00 48 REMOVE WIRE MESH REINFORCEMENT AND M2 8.0000 52,240.00 11,857.000 94,856.00 FABRIC ALONG THE TEMPORARY RETAINING WALL AND SURCHARGE AREAS PROGRAM CAS145 PAGE 3 DATE 07/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 11:36 AM ESTIMATE NO. 23 BID OPENING 09/10/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: RAYMOND BALALLO DATE OF THIS ESTIMATE 07/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 49 REMOVE BASE AND SURFACING M3 11.0000 195,800.00 12,127.000 133,397.00 50 SALVAGE METAL BEAM GUARD RAILING M 30.0000 3,600.00 60.000 1,800.00 51 SALVAGE CONCRETE BARRIER (TYPE K) M 17.0000 60,180.00 658.540 11,195.18 52 RECONSTRUCT 1050 MM SLIDE HEADGATE AND EA 1,710.0000 1,710.00 0.000 0.00 RISER ASSEMBLY 53 RELOCATE BLOW-OFF ASSEMBLY EA 2,210.0000 2,210.00 0.000 0.00 54 RELOCATE ROADSIDE SIGN EA 275.0000 1,100.00 0.000 0.00 55 ADJUST INLET EA 2,630.0000 10,520.00 2.000 5,260.00 56 ADJUST MANHOLE EA 692.0000 1,384.00 0.000 0.00 57 ADJUST FRAME AND COVER TO GRADE EA 346.0000 6,574.00 0.000 0.00 58 ADJUST MANHOLE TO GRADE EA 692.0000 2,076.00 0.000 0.00 59 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.8800 2,781.60 0.000 0.00 (30 MM MAXIMUM) 60 REMOVE CONCRETE M3 76.9000 3,998.80 0.000 0.00 61 REMOVE RAIL AND POST AT THE JUVENILE M 254.0000 1,016.00 0.000 0.00 CENTER 62 BRIDGE REMOVAL, LOCATION A LS 100,000.0000 100,000.00 1.000 100,000.00 63 BRIDGE REMOVAL, LOCATION B LS 100,000.0000 100,000.00 1.000 100,000.00 64 BRIDGE REMOVAL, LOCATION C LS 40,000.0000 40,000.00 0.000 0.00 65 BRIDGE REMOVAL (PORTION) LS 3,500.0000 3,500.00 0.000 0.00 66 SALVAGE CRASH CUSHION ADIEM II 350 EA 2,790.0000 5,580.00 0.500 1,395.00 67 SALVAGE CRASH CUSHION MODULES EA 53.6000 4,288.00 24.000 1,286.40 68 CLEARING AND GRUBBING LS 4,500.0000 4,500.00 1.000 4,500.00 69 ROADWAY EXCAVATION M3 11.0000 2,409,000.00 219,000.500 2,409,005.50 70 LEAD COMPLIANCE PLAN LS 2,100.0000 2,100.00 1.000 2,100.00 71 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 82,320.00 98.000 3,920.00 2,038.000 81,520.00 F) 72 STRUCTURE EXCAVATION (PUMPING PLANT) M3 200.0000 52,800.00 35.000 7,000.00 299.000 59,800.00 F) (TYPE A) 73 STRUCTURE BACKFILL (PUMPING PLANT) M3 166.0000 12,616.00 76.000 12,616.00 F) 74 STRUCTURE EXCAVATION (RETAINING WALL) M3 21.2000 13,038.00 615.000 13,038.00 F) 75 STRUCTURE BACKFILL (BRIDGE) M3 40.0000 113,800.00 2,739.000 109,560.00 F) PROGRAM CAS145 PAGE 4 DATE 07/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 11:36 AM ESTIMATE NO. 23 BID OPENING 09/10/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: RAYMOND BALALLO DATE OF THIS ESTIMATE 07/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 76 STRUCTURE BACKFILL (RETAINING WALL) M3 29.0000 20,590.00 568.000 16,472.00 568.000 16,472.00 F) 77 PERVIOUS BACKFILL MATERIAL M3 81.9000 5,323.50 52.000 4,258.80 52.000 4,258.80 F) 78 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) M3 66.0000 620,400.00 6,110.000 403,260.00 6,110.000 403,260.00 79 LIGHTWEIGHT EMBANKMENT MATERIAL M3 177.0000 350,460.00 1,971.660 348,983.82 (EPS BLOCK) 80 SUBGRADE ENHANCEMENT FABRIC M2 2.3300 8,388.00 1,708.000 3,979.64 1,708.000 3,979.64 81 GEOMEMBRANE (GASOLINE RESISTANT) M2 24.0000 37,440.00 1,905.000 45,720.00 82 GEOTEXTILE CUSHION M2 5.0200 1,405.60 245.000 1,229.90 83 EROSION CONTROL NETTING M2 20.8000 8,320.00 0.000 0.00 S) 84 STRAW (EROSION CONTROL) TONN 495.0000 6,930.00 1.036 512.82 S) 85 FIBER (EROSION CONTROL) KG 1.6500 3,085.50 181.810 299.99 S) 86 FIBER ROLLS M 15.0000 27,900.00 359.000 5,385.00 87 DRAIN INLET PROTECTION EA 232.0000 1,392.00 0.000 0.00 88 CONCRETE DRAINAGE APRON EA 1,650.0000 11,550.00 0.000 0.00 89 COMPOST (EROSION CONTROL) KG 1.1000 6,017.00 476.000 523.60 S) 90 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,320.0000 3,960.00 1.000 1,320.00 91 PURE LIVE SEED (EROSION CONTROL) KG 66.0000 11,880.00 16.750 1,105.50 S) 92 STABILIZING EMULSION (EROSION CONTROL) KG 5.5000 2,255.00 45.450 249.98 S) 93 MULCH (EROSION CONTROL) M3 55.0000 8,250.00 0.000 0.00 S) 94 NPS 3 SUPPLY LINE (BRIDGE) M 140.0000 29,120.00 208.000 29,120.00 95 50 MM PLASTIC PIPE (PR 315) M 21.5000 6,450.00 0.000 0.00 (SUPPLY LINE) 96 75 MM WATER METER EA 12,600.0000 25,200.00 0.000 0.00 97 65 MM WATER METER EA 9,780.0000 9,780.00 0.000 0.00 98 40 MM PLASTIC PIPE (SCHEDULE 40) M 27.4000 3,836.00 140.000 3,836.00 (SUPPLY LINE) 99 50 MM PLASTIC PIPE (SCHEDULE 40) M 27.4000 9,590.00 350.000 9,590.00 (SUPPLY LINE) 00 100 MM ALTERNATIVE CONDUIT M 142.0000 3,976.00 14.000 1,988.00 14.000 1,988.00 01 200 MM CORRUGATED HIGH DENSITY M 66.0000 29,700.00 50.000 3,300.00 POLYETHYLENE PIPE CONDUIT 02 CLASS 4 AGGREGATE SUBBASE M3 28.0000 462,000.00 16,500.000 462,000.00 PROGRAM CAS145 PAGE 5 DATE 07/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 11:36 AM ESTIMATE NO. 23 BID OPENING 09/10/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: RAYMOND BALALLO DATE OF THIS ESTIMATE 07/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 03 CLASS 3 AGGREGATE BASE M3 42.0000 541,800.00 11,380.080 477,963.36 04 ASPHALT TREATED PERMEABLE BASE M3 116.0000 429,200.00 3,538.730 410,492.68 05 ASPHALT CONCRETE (TYPE A) TONN 61.0000 1,799,500.00 23,209.395 1,415,773.10 06 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.7100 3,344.10 136.000 640.56 07 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.7100 2,731.80 200.000 942.00 08 ASPHALTIC EMULSION (PAINT BINDER) TONN 609.0000 14,007.00 6.540 3,982.86 09 FURNISH STEEL PILING (HP 250 X 85) M 53.0000 34,715.00 655.000 34,715.00 10 DRIVE STEEL PILE (HP 250 X 85) EA 1,100.0000 35,200.00 32.000 35,200.00 S) 11 FURNISH PILING (CLASS 900) M 45.0000 29,475.00 422.000 18,990.00 12 DRIVE PILE (CLASS 900) EA 1,100.0000 39,600.00 27.000 29,700.00 S) 13 FURNISH PILING (CLASS 625) M 36.0000 296,208.00 7,852.660 282,695.76 14 DRIVE PILE (CLASS 625) EA 1,000.0000 430,000.00 430.000 430,000.00 S) 15 FURNISH PILING (CLASS 400) M 115.0000 186,645.00 1,623.000 186,645.00 16 DRIVE PILE (CLASS 400) EA 1,000.0000 128,000.00 128.000 128,000.00 S) 17 406 MM CAST-IN-DRILLED-HOLE CONCRETE M 115.0000 119,600.00 64.000 7,360.00 1,015.000 116,725.00 PILE (SOUND WALL) 18 PRESTRESSING CAST-IN-PLACE CONCRETE LS 215,000.0000 215,000.00 0.182 39,130.00 1.000 215,000.00 S) 19 SEAL COURSE CONCRETE M3 550.0000 19,250.00 35.000 19,250.00 70.000 38,500.00 F) 20 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 295.0000 169,920.00 576.000 169,920.00 F) 21 STRUCTURAL CONCRETE, BRIDGE M3 564.0000 2,887,680.00 450.000 253,800.00 4,830.710 2,724,520.44 F) 22 STRUCTURAL CONCRETE, RETAINING WALL M3 200.0000 87,000.00 35.000 7,000.00 385.000 77,000.00 F) 23 JUVENILE CENTER SIGN RECONSTRUCTION LS 6,000.0000 6,000.00 0.000 0.00 24 ARMORY CORPS CENTER STAIR RECONSTRUCTION LS 10,000.0000 10,000.00 0.000 0.00 25 STRUCTURE CONCRETE (PUMPING PLANT) M3 550.0000 73,700.00 95.000 52,250.00 F) 26 STRUCTURAL CONCRETE, BARRIER SLAB M3 465.0000 717,960.00 2,174.000 1,010,910.00 F) 27 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 231,500.00 463.000 231,500.00 F) (TYPE N) 28 MINOR CONCRETE (MINOR STRUCTURE) M3 800.0000 144,000.00 117.290 93,832.00 29 ARCHITECTURAL TREATMENT M2 200.0000 8,400.00 42.000 8,400.00 F) PROGRAM CAS145 PAGE 6 DATE 07/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 11:36 AM ESTIMATE NO. 23 BID OPENING 09/10/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: RAYMOND BALALLO DATE OF THIS ESTIMATE 07/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 CONCRETE CLOSURE WALL M2 290.0000 55,100.00 0.000 0.00 31 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 115.0000 138,000.00 920.000 105,800.00 920.000 105,800.00 32 ACCESS GATE (SOUND WALL) EA 2,000.0000 4,000.00 0.000 0.00 33 JOINT SEAL ASSEMBLY (MR 100 MM) M 400.0000 16,000.00 0.000 0.00 S) 34 JOINT SEAL (MR 40 MM) M 175.0000 2,625.00 0.000 0.00 S) 35 JOINT SEAL (MR 50 MM) M 175.0000 33,600.00 161.000 28,175.00 S) 36 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 766,100.00 64,849.000 64,849.00 709,554.000 709,554.00 SF) 37 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 45,900.00 2,920.000 4,380.00 27,540.000 41,310.00 F) 38 BAR REINFORCING STEEL (PUMPING PLANT) KG 1.5000 21,750.00 11,000.000 16,500.00 SF) 39 SHOTCRETE M3 414.0000 18,630.00 48.000 19,872.00 40 FURNISH SIGN STRUCTURE (TRUSS) KG 7.0000 175,000.00 20,222.000 141,554.00 41 INSTALL SIGN STRUCTURE (TRUSS) KG 0.6000 15,000.00 20,222.000 12,133.20 42 760 MM CAST-IN-DRILLED-HOLE M 1,100.0000 6,600.00 5.500 6,050.00 CONCRETE PILE (SIGN FOUNDATION) 43 920 MM CAST-IN-DRILLED-HOLE M 1,500.0000 9,000.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 44 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,100.0000 9,900.00 9.000 9,900.00 PILE (SIGN STRUCTURE) 45 METAL (RAIL MOUNTED SIGN) KG 10.0000 25,200.00 1,042.000 10,420.00 46 ROADSIDE SIGN - ONE POST EA 250.0000 1,500.00 2.000 500.00 47 ROADSIDE SIGN - TWO POST EA 400.0000 800.00 0.000 0.00 48 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 600.00 0.000 0.00 METHOD) 49 300 MM ALTERNATIVE PIPE CULVERT M 129.0000 7,998.00 0.000 0.00 50 450 MM ALTERNATIVE PIPE CULVERT M 142.0000 150,520.00 998.900 141,843.80 51 600 MM ALTERNATIVE PIPE CULVERT M 145.0000 133,400.00 948.500 137,532.50 52 750 MM ALTERNATIVE PIPE CULVERT M 170.0000 9,010.00 0.000 0.00 53 300 MM REINFORCED CONCRETE PIPE M 350.0000 63,000.00 7.500 2,625.00 54 450 MM REINFORCED CONCRETE PIPE M 275.0000 41,250.00 65.000 17,875.00 55 600 MM REINFORCED CONCRETE PIPE M 300.0000 159,000.00 303.000 90,900.00 520.000 156,000.00 (SPECIAL) 56 80 MM PLASTIC PIPE (EDGE DRAIN) M 22.0000 39,820.00 1,081.000 23,782.00 PROGRAM CAS145 PAGE 7 DATE 07/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 11:36 AM ESTIMATE NO. 23 BID OPENING 09/10/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: RAYMOND BALALLO DATE OF THIS ESTIMATE 07/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 96.0000 10,560.00 74.500 7,152.00 58 900 MM CORRUGATED STEEL PIPE INLET M 990.0000 990.00 0.000 0.00 (2.77 MM THICK) 59 GRATED LINE DRAIN M 219.0000 17,520.00 40.000 8,760.00 60 450 MM WELDED STEEL PIPE (6.35 MM THICK) M 304.0000 5,776.00 17.000 5,168.00 61 600 MM WELDED STEEL PIPE (6.35 MM THICK) M 404.0000 16,564.00 0.000 0.00 62 JACKED 750 MM WELDED STEEL PIPE M 1,100.0000 57,200.00 0.000 0.00 (6.35 MM THICK) 63 300 MM ALTERNATIVE FLARED END SECTION EA 900.0000 900.00 0.000 0.00 64 750 MM ALTERNATIVE FLARED END SECTION EA 1,070.0000 1,070.00 0.000 0.00 65 SLOPE PAVING (MASONRY BLOCK) M2 145.0000 140,650.00 0.000 0.00 F) 66 MINOR CONCRETE (MISCELLANEOUS M3 460.0000 165,600.00 9.600 4,416.00 CONSTRUCTION) 67 DRAINAGE PUMPING EQUIPMENT LS 75,000.0000 75,000.00 0.000 0.00 S) 68 PUMPING PLANT ELECTRICAL EQUIPMENT LS 75,000.0000 75,000.00 0.000 0.00 S) 69 MISCELLANEOUS IRON AND STEEL KG 1.6500 17,160.00 5,545.000 9,149.25 70 MISCELLANEOUS METAL (BRIDGE) KG 6.5000 29,965.00 2,470.000 16,055.00 4,610.000 29,965.00 SF) 71 PUMPING PLANT METAL WORK KG 12.0000 20,400.00 0.000 0.00 SF) 72 CHAIN LINK FENCE (TYPE CL-1.8) M 24.0000 5,160.00 0.000 0.00 73 BLACK VINYL COATED CHAIN LINK FENCE M 30.0000 15,900.00 0.000 0.00 (TYPE CL-1.8) 74 CHAIN LINK FENCE (TYPE CL-3.0) W/3 LINES M 30.0000 13,500.00 0.000 0.00 OF BARBED WIRE ON TOP 75 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 1,500.00 0.000 0.00 76 3.7 M CHAIN LINK GATE (TYPE CL 2.85) EA 1,800.0000 1,800.00 0.000 0.00 W/ONE EXISTING 150 MM DIAMETER POST 77 3.7 M CHAIN LINK GATE (TYPE CL-3) EA 2,200.0000 4,400.00 0.000 0.00 78 METAL BEAM GUARD RAILING (WOOD POST) M 150.0000 1,200.00 7.600 1,140.00 79 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 150.0000 3,150.00 0.000 0.00 SF) 80 CONCRETE BARRIER (TYPE 25 MODIFIED) M 150.0000 319,200.00 1,545.000 231,750.00 F) 81 CONCRETE BARRIER (TYPE 27SV) M 180.0000 79,200.00 0.000 0.00 82 CONCRETE BARRIER (TYPE 50) M 160.0000 3,360.00 0.000 0.00 83 RAIL AND POST AT THE JUVENILE CENTER M 400.0000 1,280.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 07/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 11:36 AM ESTIMATE NO. 23 BID OPENING 09/10/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: RAYMOND BALALLO DATE OF THIS ESTIMATE 07/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 REMOVABLE BOLLARD EA 1,200.0000 14,400.00 0.000 0.00 85 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 2,000.00 1.000 2,000.00 86 CONCRETE BARRIER (TYPE 60) M 115.0000 184,000.00 1,661.960 191,125.40 87 CONCRETE BARRIER (TYPE 60A) M 125.0000 19,750.00 152.650 19,081.25 F) 88 CONCRETE BARRIER (TYPE 60E) M 400.0000 32,000.00 111.940 44,776.00 89 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 5,250.00 72.660 2,543.10 S) 90 PAINT TRAFFIC STRIPE (2-COAT) M 0.6500 10,536.50 3,461.510 2,249.98 S) 91 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 7,200.00 1,121.000 2,242.00 S) 92 PAVEMENT MARKER (REFLECTIVE) EA 4.0000 7,240.00 457.000 1,828.00 S) 93 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 25,000.0000 25,000.00 0.930 23,250.00 S) 94 SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 0.000 0.00 S) (CITY STREET LOCATION 1) 95 SIGNAL AND LIGHTING LS 25,000.0000 25,000.00 0.020 500.00 S) (CITY STREET LOCATION 2) 96 SIGNAL AND LIGHTING LS 25,000.0000 25,000.00 0.010 250.00 S) (CITY STREET LOCATION 3) 97 LIGHTING (STAGE CONSTRUCTION) LS 25,000.0000 25,000.00 0.390 9,750.00 S) 98 LIGHTING AND SIGN ILLUMINATION LS 25,000.0000 25,000.00 0.680 17,000.00 S) 99 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,500.0000 10,000.00 2.000 5,000.00 S) 00 TRAFFIC OPERATIONS SYSTEM LS 25,000.0000 25,000.00 0.120 3,000.00 0.670 16,750.00 S) 01 CAMERA UNIT EA 8,250.0000 8,250.00 0.000 0.00 S) 02 PAN/TILT UNIT EA 5,500.0000 5,500.00 0.000 0.00 S) 03 CAMERA CONTROL UNIT EA 4,400.0000 4,400.00 0.000 0.00 S) 04 VIDEO ENCODER UNIT EA 22,000.0000 22,000.00 0.000 0.00 S) 05 INTEGRATED SERVICE DIGITAL NETWORK EA 1,320.0000 1,320.00 0.000 0.00 S) TERMINAL ADAPTER 06 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) LS 55,000.0000 55,000.00 0.000 0.00 S) WITH RADIO CONTROLLER ASSEMBLY 07 DIAL-UP MODEM EA 2,200.0000 2,200.00 0.000 0.00 S) 08 MICROWAVE VEHICLE DETECTION SENSOR LS 11,000.0000 11,000.00 0.000 0.00 S) SYSTEM 09 WIRELESS RADIO MODEM EA 5,500.0000 11,000.00 0.000 0.00 S) 10 ELECTRONIC MOBILE DAILY DIARY SYSTEM LS 1.0000 1.00 0.000 0.00 DATA DELIVERY PROGRAM CAS145 PAGE 9 DATE 07/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 11:36 AM ESTIMATE NO. 23 BID OPENING 09/10/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: RAYMOND BALALLO DATE OF THIS ESTIMATE 07/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,140,292.44 16,843,385.90 ADJUSTMENT OF COMPENSATION 58,208.00 67,081.69 EXTRA WORK 161,367.25 1,472,226.29 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,359,867.69 18,382,693.88 11 MOBILIZATION LS 2135,000.0000 2,135,000.00 1.000 2,135,000.00 ORIGINAL CONTRACT AMOUNT 21,401,194.50 TOTAL WORK COMPLETED 1,359,867.69 20,517,693.88 MATERIALS ON HAND ON SITE 140,661.99 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,359,867.69 20,658,355.87 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 11/05/02 550 10/30/02 10/30/02 09/24/04 403 31 92 0 86% 63% PROGRESS IS SATISFACTORY RAYMOND BALALLO RESIDENT ENGINEER PROGRAM CAS145 DATE 07/20/04