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 09/20/07 EST. NO.15 TIME 08:35 AM R.E. NAME: RAY BALALLO, JR. 04-272014 --------------------------------------------------------------------------- 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 0024 1,424.07 E.W. @ F.A.(+) 040907 N 0081.0 0025 899.22 041107 N 0082.0 0026 400.60 060407 N 0091.0 0027 3,502.47 060807 N 0092.0 0028 1,061.26 061507 N 0096.0 0029 804.26 061807 N 0097.0 0030 804.26 061907 N 0098.0 0031 804.26 062107 N 0100.0 0032 804.26 062207 N 0101.0 0033 1,038.69 062407 N 0102.0 0034 882.40 061507 N 0103.0 0035 866.27 062707 N 0104.0 0036 866.27 062807 N 0105.0 0037 866.27 063007 N 0106.0 0038 866.27 070107 N 0107.0 0039 866.27 070107 N 0108.0 0040 905.34 070507 N 0109.0 0041 835.17 070607 N 0110.0 0042 757.02 070807 N 0111.0 0043 661.27 070907 N 0112.0 0044 84.22 070907 N 0113.0 0045 4,317.23 070907 N 0114.0 0046 144.09 071007 N 0115.0 0047 699.25 071107 N 0117.0 0048 1,924.78 071207 N 0118.0 0049 1,702.84 071407 N 0119.0 0050 875.91 071507 N 0120.0 0051 1,022.03 071607 N 0121.0 0052 924.62 071707 N 0122.0 0053 875.91 071807 N 0123.0 0054 875.91 071907 N 0124.0 0055 875.91 072307 N 0125.0 0056 875.91 072507 N 0126.0 0057 875.91 072607 N 0127.0 0058 875.91 072807 N 0128.0 0059 875.91 072907 N 0129.0 0060 305.47 032307 N 0132.0 0061 357.21 071007 N 0116.0 0062 875.91 073007 N 0130.0 0063 1,210.76 071207 N 0145.0 0066 300.87 053007 N 0090.0 004 0008 700.00 E.W. @ F.A.(+) 061207 N 0094.0 0010 350.00 061207 N 300716 005 0002 1,612.57 E.W. @ F.A.(+) 060507 N 0133.0 008 0002 2,492.48 E.W. @ F.A.(+) 040907 N 0034.0 013 0001 267.12 E.W. @ F.A.(+) 052307 N 0083.0 0002 419.88 052407 N 0084.0 0003 1,286.53 052907 N 0085.0 0004 788.13 052907 N 0086.0 0005 1,196.48 053007 N 0088.0 0006 1,034.49 053107 N 0147.0 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 09/20/07 EST. NO.15 TIME 08:35 AM R.E. NAME: RAY BALALLO, JR. 04-272014 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 50,940.14 TOTAL THIS ESTIMATE 654,530.38 TOTAL PREVIOUS ESTIMATE 705,470.52 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 09/20/07 EST. NO.15 TIME 08:35 AM R.E. NAME: RAY BALALLO, JR. 04-272014 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RSC PAY FACTOR ADJ -42,978.00 09 RSC PAY FACTOR 7,752.00 12 0.00 -35,226.00 LIQUIDATED DAMAGES 20 CALENDER DAYS -114,000.00 15 -114,000.00 -114,000.00 OVERBID ITEMS OVERBID ITEM NO. 128 -93,773.25 03 OVERBID ITEM NO. 128 -46,886.62 04 OVERBID ITEM NO. 128 -37,509.30 06 OVERBID ITEM NO. 128 -9,377.33 10 0.00 -187,546.50 TOTAL DEDUCTIONS -114,000.00 -336,772.50 PROGRAM CAS145 PAGE 1 DATE 09/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-272014 TIME 08:35 AM ESTIMATE NO. 15 BID OPENING 05/10/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: RAY BALALLO, JR. DATE OF THIS ESTIMATE 09/20/07 LOCATION PROGRESS ESTIMATE 04-SCL-280-R2.2/5.1 ----------------- RGW CONSTRUCTION INC. IN SANTA CLARA COUNTY IN SAN JOSE 550 GREENVILLE ROAD FROM 0.5 KM SOUTH OF ROUTE 87 TO LIVERMORE, CA 94550 CYPRESS AVENUE PEDESTRIAN OVERCROSSING FED. AID NO. N O N E REHABILITATE ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.250 2,500.00 0.750 7,500.00 02 TIME-RELATED OVERHEAD LS 900,000.0000 900,000.00 1.000 900,000.00 03 PREPARE STORM WATER POLLUTION LS 4,500.0000 4,500.00 1.000 4,500.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 1.000 50,000.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 5,000.0000 50,000.00 10.000 50,000.00 06 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 8,000.00 0.000 0.00 07 TEMPORARY COVER M2 8.0000 2,400.00 1,186.300 9,490.40 08 TEMPORARY DRAINAGE INLET PROTECTION EA 750.0000 5,250.00 10.000 7,500.00 09 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 0.800 48,000.00 S) 10 TRAFFIC CONTROL SYSTEM LS 480,000.0000 480,000.00 0.975 468,000.00 S) 11 TYPE III BARRICADE EA 55.0000 165.00 0.000 0.00 S) 12 TEMPORARY TRAFFIC STRIPE (PAINT) M 8.0000 1,680.00 327.400 2,619.20 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 2,775.00 79.000 1,975.00 S) 14 TEMPORARY PAVEMENT MARKER EA 7.0000 9,590.00 2,052.000 14,364.00 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 48,000.00 0.100 1,200.00 4.000 48,000.00 S) 16 TEMPORARY RAILING (TYPE K) M 50.0000 163,000.00 3,134.400 156,720.00 17 TEMPORARY CRASH CUSHION MODULE EA 200.0000 12,000.00 77.000 15,400.00 S) 18 ABANDON CULVERT EA 5,000.0000 5,000.00 0.000 0.00 19 REMOVE METAL BEAM GUARD RAILING M 25.0000 22,250.00 60.960 1,524.00 1,073.230 26,830.75 20 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 72,000.00 23,095.000 69,285.00 STRIPE 21 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 62,600.00 16,452.500 32,905.00 28,813.500 57,627.00 22 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 23.0000 8,740.00 149.700 3,443.10 PROGRAM CAS145 PAGE 2 DATE 09/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-272014 TIME 08:35 AM ESTIMATE NO. 15 BID OPENING 05/10/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: RAY BALALLO, JR. DATE OF THIS ESTIMATE 09/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAVEMENT MARKER EA 1.0000 21,100.00 22,674.000 22,674.00 24 REMOVE ASPHALT CONCRETE DIKE M 15.0000 41,700.00 362.160 5,432.40 1,273.670 19,105.05 25 REMOVE CURB M 24.0000 22,320.00 927.000 22,248.00 26 REMOVE INLET EA 1,500.0000 1,500.00 1.000 1,500.00 27 RECONSTRUCT METAL BEAM GUARD RAILING M 74.0000 37,000.00 83.820 6,202.68 204.730 15,150.02 28 RELOCATE ROADSIDE SIGN-ONE POST EA 220.0000 2,420.00 3.000 660.00 3.000 660.00 29 RELOCATE ROADSIDE SIGN-TWO POST EA 850.0000 4,250.00 0.000 0.00 30 RELOCATE ROADSIDE SIGN EA 450.0000 1,350.00 1.000 450.00 1.000 450.00 (STRAP AND SADDLE BRACKET METHOD) 31 MODIFY INLET EA 3,000.0000 9,000.00 3.000 9,000.00 32 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.0000 316,400.00 52,795.830 369,570.81 S) 33 REMOVE CONCRETE M3 600.0000 4,800.00 6.000 3,600.00 34 CLEAN BRIDGE DECK M2 2.0000 161,200.00 80,600.000 161,200.00 35 REMOVE CRASH CUSHION (SAND FILLED) EA 250.0000 3,000.00 0.000 0.00 36 BRIDGE REMOVAL (PORTION), LOCATION A LS 38,000.0000 38,000.00 1.000 38,000.00 37 BRIDGE REMOVAL (PORTION), LOCATION B LS 376,000.0000 376,000.00 1.000 376,000.00 38 BRIDGE REMOVAL (PORTION), LOCATION C LS 119,000.0000 119,000.00 1.000 119,000.00 39 BRIDGE REMOVAL (PORTION), LOCATION D LS 8,000.0000 8,000.00 1.000 8,000.00 40 PUMP PLANT DISCHARGE PIPE REPAIR LS 300,000.0000 300,000.00 1.000 300,000.00 41 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 42 ROADWAY EXCAVATION M3 55.0000 161,700.00 2,939.800 161,689.00 43 ROADWAY EXCAVATION (TYPE Z-2) M3 200.0000 348,000.00 1,305.000 261,000.00 (AERIALLY DEPOSITED LEAD) 44 ROADWAY EXCAVATION (TYPE Z-3) M3 350.0000 22,750.00 65.000 22,750.00 (AERIALLY DEPOSITED LEAD) 45 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 46 SAND BACKFILL M3 90.0000 450.00 0.000 0.00 47 DITCH EXCAVATION M3 80.0000 7,200.00 180.000 14,400.00 48 IMPORTED MATERIAL (SHOULDER BACKING) TONN 100.0000 50,000.00 500.000 50,000.00 500.000 50,000.00 49 HIGHWAY PLANTING LS 35,000.0000 35,000.00 1.000 35,000.00 S) PROGRAM CAS145 PAGE 3 DATE 09/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-272014 TIME 08:35 AM ESTIMATE NO. 15 BID OPENING 05/10/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: RAY BALALLO, JR. DATE OF THIS ESTIMATE 09/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 EROSION CONTROL (NETTING) M2 6.0000 12,480.00 1,600.000 9,600.00 1,600.000 9,600.00 S) 51 STRAW (EROSION CONTROL) TONN 500.0000 1,500.00 0.000 0.00 S) 52 FIBER (EROSION CONTROL) KG 1.0000 560.00 0.000 0.00 S) 53 FIBER ROLLS M 12.0000 16,800.00 174.000 2,088.00 174.000 2,088.00 S) 54 COMPOST (EROSION CONTROL) M3 220.0000 880.00 0.000 0.00 S) 55 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,100.0000 2,200.00 1.000 1,100.00 1.000 1,100.00 S) 56 PURE LIVE SEED (EROSION CONTROL) KG 110.0000 5,940.00 0.000 0.00 S) 57 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 260.00 0.000 0.00 S) 58 PLANT ESTABLISHMENT WORK LS 14,000.0000 14,000.00 0.088 1,232.00 0.232 3,248.00 S) 59 MAINTAIN EXISTING IRRIGATION FACILITIES LS 14,000.0000 14,000.00 1.000 14,000.00 S) 60 IRRIGATION SYSTEM LS 120,000.0000 120,000.00 1.000 120,000.00 S) 61 EXTEND 200 MM CONDUIT M 400.0000 16,000.00 33.000 13,200.00 S) 62 CLASS 4 AGGREGATE SUBBASE M3 130.0000 14,300.00 0.000 0.00 63 AGGREGATE BASE (APPROACH SLAB) M3 250.0000 14,000.00 130.600 32,650.00 64 CLASS 3 AGGREGATE BASE M3 70.0000 44,170.00 631.000 44,170.00 65 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,000.0000 9,000.00 0.000 0.00 66 SEAL RANDOM CRACKS LNKM 2,500.0000 2,500.00 0.000 0.00 67 REPLACE ASPHALT CONCRETE SURFACING M3 400.0000 480,000.00 1,208.380 483,352.00 68 ASPHALT CONCRETE (TYPE A) TONN 96.0000 352,320.00 127.640 12,253.44 3,567.540 342,483.84 69 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 155.0000 1,953,000.00 10,793.300 1,672,961.50 70 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 30.0000 24,000.00 800.000 24,000.00 800.000 24,000.00 AREA) 71 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 7.0000 4,130.00 635.000 4,445.00 635.000 4,445.00 72 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 7.0000 1,400.00 480.000 3,360.00 480.000 3,360.00 73 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 7.0000 420.00 59.000 413.00 59.000 413.00 74 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 7.0000 2,380.00 217.000 1,519.00 217.000 1,519.00 75 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 7.0000 5,040.00 421.000 2,947.00 421.000 2,947.00 76 ASPHALTIC EMULSION (PAINT BINDER) TONN 600.0000 21,600.00 36.000 21,600.00 PROGRAM CAS145 PAGE 4 DATE 09/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-272014 TIME 08:35 AM ESTIMATE NO. 15 BID OPENING 05/10/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: RAY BALALLO, JR. DATE OF THIS ESTIMATE 09/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 REPLACE CONCRETE PAVEMENT M3 1,140.0000 1,425,000.00 1,359.950 1,550,343.00 (RAPID STRENGTH CONCRETE) 78 REPAIR SPALLED JOINTS M2 250.0000 10,250.00 41.000 10,250.00 41.000 10,250.00 79 GRIND EXISTING CONCRETE M2 9.0000 1,917,000.00 200,024.040 1,800,216.36 S) PAVEMENT 80 STRUCTURAL CONCRETE, BRIDGE M3 2,350.0000 133,950.00 57.000 133,950.00 F) 81 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,200.0000 660,000.00 584.740 701,688.00 (TYPE R) 82 MINOR CONCRETE (MINOR STRUCTURE) M3 2,200.0000 21,780.00 10.470 23,034.00 F) 83 MINOR CONCRETE (BACKFILL) M3 250.0000 15,000.00 65.000 16,250.00 84 PAVING NOTCH EXTENSION M3 3,000.0000 42,000.00 14.000 42,000.00 85 CLEAN EXPANSION JOINT M 70.0000 73,780.00 1,074.100 75,187.00 86 JOINT SEAL (MR 30 MM) M 60.0000 6,360.00 107.450 6,447.00 S) 87 JOINT SEAL (MR 15 MM) M 60.0000 10,920.00 205.740 12,344.40 S) 88 JOINT SEAL ASSEMBLY (MR 80 MM) M 1,220.0000 390,400.00 326.920 398,842.40 S) 89 JOINT SEAL (MR 40 MM) M 200.0000 34,000.00 170.710 34,142.00 S) 90 JOINT SEAL (MR 50 MM) M 200.0000 96,800.00 509.550 101,910.00 S) 91 TREAT BRIDGE DECK M2 4.2000 338,520.00 80,600.000 338,520.00 F) 92 FURNISH BRIDGE DECK TREATMENT MATERIAL L 18.0000 579,600.00 38,580.000 694,440.00 (LOW ODOR) 93 FURNISH SINGLE SHEET ALUMINUM SIGN M2 300.0000 180.00 0.620 186.00 0.620 186.00 (2.0 MM-UNFRAMED) 94 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 110.00 1.000 110.00 1.000 110.00 METHOD) 95 300 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 250.0000 27,500.00 106.500 26,625.00 96 300 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 250.0000 14,000.00 52.000 13,000.00 97 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 1,600.0000 3,200.00 1.700 2,720.00 98 300 MM CORRUGATED STEEL PIPE M 350.0000 32,200.00 100.970 35,339.50 99 ANCHOR ASSEMBLY EA 250.0000 10,750.00 45.000 11,250.00 00 ROCK SLOPE PROTECTION M3 700.0000 2,800.00 5.000 3,500.00 (BACKING NO. 1, METHOD B) 01 MINOR CONCRETE (DITCH LINING) M3 700.0000 42,000.00 60.000 42,000.00 02 ROCK SLOPE PROTECTION FABRIC M2 5.0000 110.00 27.500 137.50 03 MINOR CONCRETE (CURB) M3 650.0000 8,450.00 9.430 6,129.50 PROGRAM CAS145 PAGE 5 DATE 09/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-272014 TIME 08:35 AM ESTIMATE NO. 15 BID OPENING 05/10/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: RAY BALALLO, JR. DATE OF THIS ESTIMATE 09/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MINOR CONCRETE (GUTTER DEPRESSION) M3 3,000.0000 24,000.00 8.720 26,160.00 05 MINOR CONCRETE (GORE AREA) M3 2,000.0000 18,000.00 13.600 27,200.00 13.600 27,200.00 06 MISCELLANEOUS IRON AND STEEL KG 6.0000 13,368.00 2,376.000 14,256.00 SF) 07 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 750.0000 750.00 0.000 0.00 08 DELINEATOR (CLASS 1) EA 30.0000 8,100.00 236.000 7,080.00 236.000 7,080.00 09 OBJECT MARKER (TYPE P) EA 85.0000 765.00 8.000 680.00 8.000 680.00 10 OBJECT MARKER (TYPE L-1) EA 30.0000 510.00 17.000 510.00 17.000 510.00 11 CONCRETE BARRIER MARKER EA 6.0000 1,980.00 330.000 1,980.00 330.000 1,980.00 12 METAL BEAM GUARD RAILING (WOOD POST) M 82.0000 53,382.00 83.820 6,873.24 889.750 72,959.50 S) 13 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 4,550.00 2.000 1,300.00 S) 14 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,250.0000 42,750.00 2.000 4,500.00 9.000 20,250.00 S) 15 CRASH CUSHION, SAND FILLED EA 250.0000 2,750.00 0.000 0.00 16 THERMOPLASTIC PAVEMENT MARKING M2 41.0000 17,630.00 44.880 1,840.08 340.000 13,940.00 S) 17 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 99,400.00 11,137.000 22,274.00 48,967.000 97,934.00 S) 18 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 25,000.00 1,637.000 6,548.00 7,592.000 30,368.00 S) 19 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.5000 12,880.00 933.000 3,265.50 3,324.000 11,634.00 S) (BROKEN 3.66 M - 0.92 M) 20 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 410.00 172.000 172.00 746.000 746.00 S) (BROKEN 5.18 M - 2.14 M) 21 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 39,000.00 3,811.000 11,433.00 13,028.000 39,084.00 S) 22 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 29,680.00 1,815.000 7,260.00 7,887.000 31,548.00 S) 23 DETECTOR LOOP REPLACEMENT LS 130,000.0000 130,000.00 0.500 65,000.00 S) 24 MODIFY RAMP METERING SYSTEM LS 60,000.0000 60,000.00 0.900 54,000.00 S) 25 MODIFY LIGHTING LS 40,000.0000 40,000.00 0.900 36,000.00 S) 26 MODIFY LIGHTING AND SIGN ILLUMINATION LS 56,000.0000 56,000.00 0.200 11,200.00 1.000 56,000.00 S) (LOCATION 1) 27 MODIFY LIGHTING AND SIGN ILLUMINATION LS 12,000.0000 12,000.00 0.050 600.00 1.000 12,000.00 S) (LOCATION 2) PROGRAM CAS145 PAGE 6 DATE 09/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-272014 TIME 08:35 AM ESTIMATE NO. 15 BID OPENING 05/10/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: RAY BALALLO, JR. DATE OF THIS ESTIMATE 09/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 287,793.34 13,505,579.83 ADJUSTMENT OF COMPENSATION 0.00 3,568.60 EXTRA WORK 50,940.14 701,901.92 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 338,733.48 14,211,050.35 28 MOBILIZATION LS 1747,000.0000 1,747,000.00 1.000 1,747,000.00 ORIGINAL CONTRACT AMOUNT 15,594,535.00 TOTAL WORK COMPLETED 338,733.48 15,958,050.35 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -114,000.00 -336,772.50 TOTAL 224,733.48 15,621,277.85 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 128 MOBILIZATION 1,559,453.50 1,747,000.00 187,546.50 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 06/12/06 500 06/27/06 06/27/06 08/20/07 275 36 0 3 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY RAY BALALLO, JR. RESIDENT ENGINEER PROGRAM CAS145 PAGE 8 DATE 09/20/07