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 01/19/05 EST. NO.29 TIME 10:31 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 --------------------------------------------------------------------------- 023 0007 1,836.46 E.W. @ F.A.(+) 102804 N 1299 0 035 0021 14,357.00 E.W. @ U.P (+) 110403 N 0021 0 043 0044 575.03 E.W. @ F.A.(+) 092304 N 1230 0 0045 114.83 101504 N 1321 0 0046 1,833.37 101604 N 1322 0 0047 4,251.97 102304 N 1323 0 045 0004 6,232.56 E.W. @ F.A.(+) 111104 N 0004 0 050 0001 5,217.32 A.C. @ L.S.(+) 122104 N 0001 0 052 0024 1,377.34 E.W. @ F.A.(+) 081604 N 1001 0 0025 4,614.71 081804 N 1002 0 40,410.59 TOTAL THIS ESTIMATE 2,821,269.81 TOTAL PREVIOUS ESTIMATE 2,861,680.40 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 01/19/05 EST. NO.29 TIME 10:31 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 01/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 10:31 AM ESTIMATE NO. 29 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 01/20/05 R.E. NAME: RAYMOND BALALLO DATE OF THIS ESTIMATE 01/19/05 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 1,430,000.00 550.000 1,430,000.00 03 MIGRATORY NESTING BIRDS LS 20,000.0000 20,000.00 1.000 20,000.00 04 TEMPORARY CHAIN LINK FENCE (TYPE CL-1.8) M 66.0000 8,580.00 130.000 8,580.00 W/3 LINES OF BARBED WIRE ON TOP 05 TEMPORARY HIGH VISIBILITY FENCE M 15.0000 7,800.00 169.000 2,535.00 06 PREPARE STORM WATER POLLUTION LS 350.0000 350.00 1.000 350.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 35,000.0000 35,000.00 1.000 35,000.00 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 7.000 1,624.00 13 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.350 5,250.00 0.950 14,250.00 14 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 1.000 25,000.00 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 8,412.370 9,253.61 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 1,181.030 36,611.93 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 2.000 3,000.00 2.000 3,000.00 WATER LINE VIDEO TAPING PROGRAM CAS145 PAGE 2 DATE 01/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 10:31 AM ESTIMATE NO. 29 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 01/20/05 R.E. NAME: RAYMOND BALALLO DATE OF THIS ESTIMATE 01/19/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 11.000 13,200.00 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 1.000 1,700.00 27 REMOVE 1050 MM SLIDE HEADGATE AND EA 7,800.0000 7,800.00 1.000 7,800.00 1.000 7,800.00 RISER ASSEMBLY 28 REMOVE BARRICADE EA 56.0000 1,288.00 21.000 1,176.00 29 REMOVE FLARED END SECTION EA 400.0000 800.00 1.000 400.00 30 REMOVE WHITE TRAFFIC STRIPE M 6.7500 10,125.00 1,872.910 12,642.14 31 REMOVE YELLOW TRAFFIC STRIPE M 7.5000 51,750.00 1,964.380 14,732.85 32 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 26.5000 662.50 0.000 0.00 33 REMOVE PAVEMENT MARKER EA 1.5000 1,950.00 1,019.000 1,528.50 34 REMOVE CHANNELIZERS EA 5.5000 825.00 154.000 847.00 35 REMOVE ROADSIDE SIGN EA 110.0000 3,410.00 2.000 220.00 33.000 3,630.00 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 2,970.00 201.000 3,316.50 41 REMOVE 300 MM SCSP M 24.8000 9,672.00 520.700 12,913.36 42 REMOVE 450 MM SCSP M 48.9000 13,203.00 267.500 13,080.75 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 1.000 476.00 35.000 16,660.00 45 REMOVE G1 CLEANOUT EA 568.0000 7,384.00 13.000 7,384.00 46 REMOVE 300 MM DOWNDRAIN M 16.0000 752.00 47.000 752.00 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 01/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 10:31 AM ESTIMATE NO. 29 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 01/20/05 R.E. NAME: RAYMOND BALALLO DATE OF THIS ESTIMATE 01/19/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,185.500 24,040.50 19,063.250 209,695.75 50 SALVAGE METAL BEAM GUARD RAILING M 30.0000 3,600.00 94.400 2,832.00 51 SALVAGE CONCRETE BARRIER (TYPE K) M 17.0000 60,180.00 3,103.000 52,751.00 52 RECONSTRUCT 1050 MM SLIDE HEADGATE AND EA 1,710.0000 1,710.00 1.000 1,710.00 1.000 1,710.00 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 2.000 1,384.00 57 ADJUST FRAME AND COVER TO GRADE EA 346.0000 6,574.00 19.000 6,574.00 58 ADJUST MANHOLE TO GRADE EA 692.0000 2,076.00 3.000 2,076.00 59 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.8800 2,781.60 400.000 1,952.00 (30 MM MAXIMUM) 60 REMOVE CONCRETE M3 76.9000 3,998.80 46.288 3,559.55 61 REMOVE RAIL AND POST AT THE JUVENILE M 254.0000 1,016.00 4.000 1,016.00 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 1.000 40,000.00 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 1.500 4,185.00 67 SALVAGE CRASH CUSHION MODULES EA 53.6000 4,288.00 105.000 5,628.00 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 2,058.000 82,320.00 F) 72 STRUCTURE EXCAVATION (PUMPING PLANT) M3 200.0000 52,800.00 299.000 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 2,845.000 113,800.00 F) PROGRAM CAS145 PAGE 4 DATE 01/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 10:31 AM ESTIMATE NO. 29 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 01/20/05 R.E. NAME: RAYMOND BALALLO DATE OF THIS ESTIMATE 01/19/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 20,590.00 710.000 20,590.00 F) 77 PERVIOUS BACKFILL MATERIAL M3 81.9000 5,323.50 65.000 5,323.50 F) 78 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) M3 66.0000 620,400.00 4,210.000 277,860.00 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 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 8.536 4,225.32 S) 85 FIBER (EROSION CONTROL) KG 1.6500 3,085.50 1,624.310 2,680.11 S) 86 FIBER ROLLS M 15.0000 27,900.00 2,521.000 37,815.00 87 DRAIN INLET PROTECTION EA 232.0000 1,392.00 5.000 1,160.00 5.000 1,160.00 88 CONCRETE DRAINAGE APRON EA 1,650.0000 11,550.00 3.000 4,950.00 3.000 4,950.00 89 COMPOST (EROSION CONTROL) KG 1.1000 6,017.00 4,686.320 5,154.95 S) 90 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,320.0000 3,960.00 3.000 3,960.00 91 PURE LIVE SEED (EROSION CONTROL) KG 66.0000 11,880.00 140.420 9,267.72 S) 92 STABILIZING EMULSION (EROSION CONTROL) KG 5.5000 2,255.00 363.470 1,999.09 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 6,450.00 300.000 6,450.00 (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 28.000 3,976.00 01 200 MM CORRUGATED HIGH DENSITY M 66.0000 29,700.00 450.000 29,700.00 POLYETHYLENE PIPE CONDUIT 02 CLASS 4 AGGREGATE SUBBASE M3 28.0000 462,000.00 435.000 12,180.00 14,764.700 413,411.60 PROGRAM CAS145 PAGE 5 DATE 01/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 10:31 AM ESTIMATE NO. 29 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 01/20/05 R.E. NAME: RAYMOND BALALLO DATE OF THIS ESTIMATE 01/19/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 541,800.00 509.280 21,389.76 11,682.820 490,678.44 04 ASPHALT TREATED PERMEABLE BASE M3 116.0000 429,200.00 3,716.410 431,103.56 05 ASPHALT CONCRETE (TYPE A) TONN 61.0000 1,799,500.00 26,655.195 1,625,966.90 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 2,731.80 358.000 1,686.18 08 ASPHALTIC EMULSION (PAINT BINDER) TONN 609.0000 14,007.00 5.350 3,258.15 22.380 13,629.42 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 29,475.00 555.000 24,975.00 12 DRIVE PILE (CLASS 900) EA 1,100.0000 39,600.00 36.000 39,600.00 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 1,015.000 116,725.00 PILE (SOUND WALL) 18 PRESTRESSING CAST-IN-PLACE CONCRETE LS 215,000.0000 215,000.00 1.000 215,000.00 S) 19 SEAL COURSE CONCRETE M3 550.0000 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 5,120.000 2,887,680.00 F) 22 STRUCTURAL CONCRETE, RETAINING WALL M3 200.0000 87,000.00 435.000 87,000.00 F) 23 JUVENILE CENTER SIGN RECONSTRUCTION LS 6,000.0000 6,000.00 1.000 6,000.00 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 73,700.00 134.000 73,700.00 F) 26 STRUCTURAL CONCRETE, BARRIER SLAB M3 465.0000 717,960.00 2,194.000 1,020,210.00 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 -42.000 -33,600.00 110.160 88,128.00 29 ARCHITECTURAL TREATMENT M2 200.0000 8,400.00 42.000 8,400.00 F) PROGRAM CAS145 PAGE 6 DATE 01/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 10:31 AM ESTIMATE NO. 29 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 01/20/05 R.E. NAME: RAYMOND BALALLO DATE OF THIS ESTIMATE 01/19/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 55,100.00 174.000 50,460.00 31 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 115.0000 138,000.00 1,189.000 136,735.00 32 ACCESS GATE (SOUND WALL) EA 2,000.0000 4,000.00 2.000 4,000.00 33 JOINT SEAL ASSEMBLY (MR 100 MM) M 400.0000 16,000.00 40.000 16,000.00 S) 34 JOINT SEAL (MR 40 MM) M 175.0000 2,625.00 15.000 2,625.00 S) 35 JOINT SEAL (MR 50 MM) M 175.0000 33,600.00 176.000 30,800.00 S) 36 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 766,100.00 766,100.000 766,100.00 SF) 37 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 45,900.00 30,600.000 45,900.00 F) 38 BAR REINFORCING STEEL (PUMPING PLANT) KG 1.5000 21,750.00 14,500.000 21,750.00 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 24,922.000 174,454.00 41 INSTALL SIGN STRUCTURE (TRUSS) KG 0.6000 15,000.00 24,922.000 14,953.20 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 5.500 8,250.00 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 2,320.000 23,200.00 46 ROADSIDE SIGN - ONE POST EA 250.0000 1,500.00 4.000 1,000.00 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 6.000 600.00 METHOD) 49 300 MM ALTERNATIVE PIPE CULVERT M 129.0000 7,998.00 10.000 1,290.00 61.000 7,869.00 50 450 MM ALTERNATIVE PIPE CULVERT M 142.0000 150,520.00 1,042.800 148,077.60 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 53.000 9,010.00 53 300 MM REINFORCED CONCRETE PIPE M 350.0000 63,000.00 2.300 805.00 95.000 33,250.00 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 159,000.00 257.000 77,100.00 (SPECIAL) 56 80 MM PLASTIC PIPE (EDGE DRAIN) M 22.0000 39,820.00 1,597.400 35,142.80 PROGRAM CAS145 PAGE 7 DATE 01/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 10:31 AM ESTIMATE NO. 29 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 01/20/05 R.E. NAME: RAYMOND BALALLO DATE OF THIS ESTIMATE 01/19/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,560.00 122.500 11,760.00 58 900 MM CORRUGATED STEEL PIPE INLET M 990.0000 990.00 1.000 990.00 1.000 990.00 (2.77 MM THICK) 59 GRATED LINE DRAIN M 219.0000 17,520.00 69.500 15,220.50 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 52.000 57,200.00 (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 1.000 1,070.00 65 SLOPE PAVING (MASONRY BLOCK) M2 145.0000 140,650.00 970.000 140,650.00 F) 66 MINOR CONCRETE (MISCELLANEOUS M3 460.0000 165,600.00 332.826 153,099.96 CONSTRUCTION) 67 DRAINAGE PUMPING EQUIPMENT LS 75,000.0000 75,000.00 0.850 63,750.00 S) 68 PUMPING PLANT ELECTRICAL EQUIPMENT LS 75,000.0000 75,000.00 1.000 75,000.00 S) 69 MISCELLANEOUS IRON AND STEEL KG 1.6500 17,160.00 -200.000 -330.00 8,326.400 13,738.56 70 MISCELLANEOUS METAL (BRIDGE) KG 6.5000 29,965.00 4,610.000 29,965.00 SF) 71 PUMPING PLANT METAL WORK KG 12.0000 20,400.00 210.000 2,520.00 1,700.000 20,400.00 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 42.000 6,300.00 SF) 80 CONCRETE BARRIER (TYPE 25 MODIFIED) M 150.0000 319,200.00 2,128.000 319,200.00 F) 81 CONCRETE BARRIER (TYPE 27SV) M 180.0000 79,200.00 426.000 76,680.00 82 CONCRETE BARRIER (TYPE 50) M 160.0000 3,360.00 21.030 3,364.80 83 RAIL AND POST AT THE JUVENILE CENTER M 400.0000 1,280.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 01/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 10:31 AM ESTIMATE NO. 29 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 01/20/05 R.E. NAME: RAYMOND BALALLO DATE OF THIS ESTIMATE 01/19/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 32,000.00 119.890 47,956.00 89 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 5,250.00 188.680 6,603.80 S) 90 PAINT TRAFFIC STRIPE (2-COAT) M 0.6500 10,536.50 5,520.110 3,588.07 S) 91 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 7,200.00 1,592.000 3,184.00 S) 92 PAVEMENT MARKER (REFLECTIVE) EA 4.0000 7,240.00 740.000 2,960.00 S) 93 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 25,000.0000 25,000.00 1.000 25,000.00 S) 94 SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 1.000 30,000.00 S) (CITY STREET LOCATION 1) 95 SIGNAL AND LIGHTING LS 25,000.0000 25,000.00 1.000 25,000.00 S) (CITY STREET LOCATION 2) 96 SIGNAL AND LIGHTING LS 25,000.0000 25,000.00 1.000 25,000.00 S) (CITY STREET LOCATION 3) 97 LIGHTING (STAGE CONSTRUCTION) LS 25,000.0000 25,000.00 1.000 25,000.00 S) 98 LIGHTING AND SIGN ILLUMINATION LS 25,000.0000 25,000.00 1.000 25,000.00 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 1.000 25,000.00 S) 01 CAMERA UNIT EA 8,250.0000 8,250.00 1.000 8,250.00 1.000 8,250.00 S) 02 PAN/TILT UNIT EA 5,500.0000 5,500.00 1.000 5,500.00 1.000 5,500.00 S) 03 CAMERA CONTROL UNIT EA 4,400.0000 4,400.00 1.000 4,400.00 1.000 4,400.00 S) 04 VIDEO ENCODER UNIT EA 22,000.0000 22,000.00 1.000 22,000.00 1.000 22,000.00 S) 05 INTEGRATED SERVICE DIGITAL NETWORK EA 1,320.0000 1,320.00 1.000 1,320.00 1.000 1,320.00 S) TERMINAL ADAPTER 06 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) LS 55,000.0000 55,000.00 1.000 55,000.00 S) WITH RADIO CONTROLLER ASSEMBLY 07 DIAL-UP MODEM EA 2,200.0000 2,200.00 1.000 2,200.00 1.000 2,200.00 S) 08 MICROWAVE VEHICLE DETECTION SENSOR LS 11,000.0000 11,000.00 0.900 9,900.00 1.000 11,000.00 S) SYSTEM 09 WIRELESS RADIO MODEM EA 5,500.0000 11,000.00 2.000 11,000.00 2.000 11,000.00 S) 10 ELECTRONIC MOBILE DAILY DIARY SYSTEM LS 1.0000 1.00 0.000 0.00 DATA DELIVERY PROGRAM CAS145 PAGE 9 DATE 01/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4874R4 TIME 10:31 AM ESTIMATE NO. 29 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 01/20/05 R.E. NAME: RAYMOND BALALLO DATE OF THIS ESTIMATE 01/19/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 121,679.41 18,519,722.86 ADJUSTMENT OF COMPENSATION 5,217.32 568,609.89 EXTRA WORK 35,193.27 2,293,070.51 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 162,090.00 21,381,403.26 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 162,090.00 23,516,403.26 MATERIALS ON HAND ON SITE 1,169.10 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 162,090.00 23,517,572.36 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 02/28/05 488 66 115 0 96% 98% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDDEN AND PCNT TIME ELAPSED INPUT BECAUSE PENDING CCO APPROVALS RAYMOND BALALLO RESIDENT ENGINEER PROGRAM CAS145 PAGE 11 DATE 01/19/05