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 05/20/04 EST. NO.21 TIME 01:32 PM 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 0049 25.24 E.W. @ F.A.(+) 010203 N 0049 0 0050 105.64 011603 N 392130 0051 37.09 012203 N 0051 0 0052 115.31 031203 N 0052 0 0053 93.07 052003 N 0053 0 030 0048 819.05 E.W. @ F.A.(+) 101503 N 0048 0 0049 303.69 101503 N 0049 0 0050 440.15 101603 N 0050 0 0053 611.57 102203 N 0053 0 0054 481.73 102803 N 0054 0 0056 750.00 111803 N 409030 034 0018 1,108.80 E.W. @ F.A.(+) 111203 N 366600 0019 235.68 111303 N 0019 0 0020 2,176.55 111303 N 0020 0 035 0010 1,212.77 E.W. @ F.A.(+) 100703 N 254 0 0011 1,023.76 100803 N 257 0 0012 1,023.76 100903 N 258 0 0013 3,295.17 101303 N 219395 0014 3,323.43 101403 N 260 0 0015 1,194.88 101503 N 261 0 0016 1,349.35 101703 N 262 0 0017 722.85 102003 N 263 0 0018 1,343.05 111903 N 264 0 037 0009 2,314.53 E.W. @ F.A.(+) 110303 N 392940 0010 2,178.40 110403 N 392950 0011 1,185.05 110603 N 430540 0012 350.44 110703 N 430630 0013 2,590.08 111003 N 392920 0014 335.30 120103 N 409140 040 0001 932.45 E.W. @ F.A.(+) 100503 N 392960 0002 1,600.43 110303 N 372810 0003 154.62 110303 N 0003 0 0004 2,221.26 110403 N 392460 0005 1,600.43 110403 N 430510 0006 1,906.23 110403 N 392461 0007 2,791.46 110503 N 430530 0008 4,577.34 110603 N 430570 0009 4,286.48 110703 N 430630 0010 1,597.51 111003 N 393000 0011 1,523.96 111003 N 392920 0012 463.90 111003 N 0012 0 0013 2,346.01 111103 N 425200 0014 3,481.82 111203 N 240940 0015 2,105.02 111303 N 430550 0016 1,483.63 111403 N 430560 0017 2,975.77 111703 N 408620 0018 3,187.22 111803 N 408630 0019 1,031.03 111803 N 409020 0020 779.76 111803 N 0020 0 0021 1,374.12 111903 N 409050 0022 3,012.29 111903 N 408710 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 05/20/04 EST. NO.21 TIME 01:32 PM 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 --------------------------------------------------------------------------- 0023 2,812.61 112003 N 408640 0024 1,374.12 112003 N 409060 0025 1,222.00 112003 N 409210 0026 3,775.27 112103 N 240950 0027 565.69 112103 N 409070 0028 4,572.46 112403 N 408700 0029 1,222.00 112503 N 409090 0030 3,764.29 112503 N 408660 0031 1,434.68 112503 N 409100 0032 3,158.83 112603 N 408650 0033 1,313.92 112603 N 409120 0034 1,526.28 112603 N 409110 0035 3,895.34 120103 N 408720 0037 1,177.87 120303 N 409250 0038 889.91 120303 N 409220 0046 875.74 121603 N 374580 0054 442.24 121903 N 409340 0055 178.87 122203 N 0055 0 110,381.25 TOTAL THIS ESTIMATE 1,064,891.84 TOTAL PREVIOUS ESTIMATE 1,175,273.09 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 05/20/04 EST. NO.21 TIME 01:32 PM 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 05/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 01:32 PM ESTIMATE NO. 21 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 05/20/04 R.E. NAME: RAYMOND BALALLO DATE OF THIS ESTIMATE 05/20/04 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 33.380 86,788.00 555.910 1,445,366.00 03 MIGRATORY NESTING BIRDS LS 20,000.0000 20,000.00 0.100 2,000.00 0.900 18,000.00 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 0.900 31,500.00 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 3.000 696.00 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 05/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 01:32 PM ESTIMATE NO. 21 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 05/20/04 R.E. NAME: RAYMOND BALALLO DATE OF THIS ESTIMATE 05/20/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 22.000 36,300.00 24 ABANDON CULVERT EA 1,200.0000 19,200.00 1.250 1,500.00 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 3.000 330.00 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 18.050 297.83 105.050 1,733.33 41 REMOVE 300 MM SCSP M 24.8000 9,672.00 45.500 1,128.40 226.500 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 2.000 952.00 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 05/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 01:32 PM ESTIMATE NO. 21 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 05/20/04 R.E. NAME: RAYMOND BALALLO DATE OF THIS ESTIMATE 05/20/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,792.000 19,712.00 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 1,940.000 77,600.00 F) 72 STRUCTURE EXCAVATION (PUMPING PLANT) M3 200.0000 52,800.00 264.000 52,800.00 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 13,038.00 134.000 2,840.80 F) 75 STRUCTURE BACKFILL (BRIDGE) M3 40.0000 113,800.00 2,739.000 109,560.00 F) PROGRAM CAS145 PAGE 4 DATE 05/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 01:32 PM ESTIMATE NO. 21 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 05/20/04 R.E. NAME: RAYMOND BALALLO DATE OF THIS ESTIMATE 05/20/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 F) 77 PERVIOUS BACKFILL MATERIAL M3 81.9000 5,323.50 0.000 0.00 F) 78 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) M3 66.0000 620,400.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 (SUPPLY LINE) 99 50 MM PLASTIC PIPE (SCHEDULE 40) M 27.4000 9,590.00 0.000 0.00 (SUPPLY LINE) 00 100 MM ALTERNATIVE CONDUIT M 142.0000 3,976.00 0.000 0.00 01 200 MM CORRUGATED HIGH DENSITY M 66.0000 29,700.00 37.000 2,442.00 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 05/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 01:32 PM ESTIMATE NO. 21 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 05/20/04 R.E. NAME: RAYMOND BALALLO DATE OF THIS ESTIMATE 05/20/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 21.000 756.00 7,852.660 282,695.76 14 DRIVE PILE (CLASS 625) EA 1,000.0000 430,000.00 1.000 1,000.00 430.000 430,000.00 S) 15 FURNISH PILING (CLASS 400) M 115.0000 186,645.00 597.000 68,655.00 1,623.000 186,645.00 16 DRIVE PILE (CLASS 400) EA 1,000.0000 128,000.00 50.000 50,000.00 128.000 128,000.00 S) 17 406 MM CAST-IN-DRILLED-HOLE CONCRETE M 115.0000 119,600.00 0.000 0.00 PILE (SOUND WALL) 18 PRESTRESSING CAST-IN-PLACE CONCRETE LS 215,000.0000 215,000.00 0.740 159,100.00 S) 19 SEAL COURSE CONCRETE M3 550.0000 19,250.00 35.000 19,250.00 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 73.000 41,172.00 3,636.710 2,051,104.44 F) 22 STRUCTURAL CONCRETE, RETAINING WALL M3 200.0000 87,000.00 214.000 42,800.00 214.000 42,800.00 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 12.690 10,152.00 115.600 92,480.00 29 ARCHITECTURAL TREATMENT M2 200.0000 8,400.00 42.000 8,400.00 F) PROGRAM CAS145 PAGE 6 DATE 05/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 01:32 PM ESTIMATE NO. 21 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 05/20/04 R.E. NAME: RAYMOND BALALLO DATE OF THIS ESTIMATE 05/20/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 766,100.00 130,498.000 130,498.00 639,298.000 639,298.00 SF) 37 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 45,900.00 17,530.000 26,295.00 17,530.000 26,295.00 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 150,520.00 225.800 32,063.60 998.900 141,843.80 51 600 MM ALTERNATIVE PIPE CULVERT M 145.0000 133,400.00 107.000 15,515.00 944.000 136,880.00 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 159,000.00 118.000 35,400.00 (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 05/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 01:32 PM ESTIMATE NO. 21 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 05/20/04 R.E. NAME: RAYMOND BALALLO DATE OF THIS ESTIMATE 05/20/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,471.000 9,027.15 70 MISCELLANEOUS METAL (BRIDGE) KG 6.5000 29,965.00 2,140.000 13,910.00 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 05/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 01:32 PM ESTIMATE NO. 21 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 05/20/04 R.E. NAME: RAYMOND BALALLO DATE OF THIS ESTIMATE 05/20/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 57.740 23,096.00 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 0.550 13,750.00 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 05/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 01:32 PM ESTIMATE NO. 21 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 05/20/04 R.E. NAME: RAYMOND BALALLO DATE OF THIS ESTIMATE 05/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 531,614.83 14,948,300.66 ADJUSTMENT OF COMPENSATION 0.00 7,062.20 EXTRA WORK 110,381.25 1,168,210.89 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 641,996.08 16,123,573.75 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 641,996.08 18,258,573.75 MATERIALS ON HAND ON SITE 116,424.92 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 641,996.08 18,374,998.67 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 07/21/04 365 24 5 52 78% 56% PROGRESS IS SATISFACTORY RAYMOND BALALLO RESIDENT ENGINEER PROGRAM CAS145 PAGE 7 DATE 05/20/04