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HomeMy WebLinkAbout5.4_Bid Summary Report1 CITY OF FONTANA ^' AEc��aEo BID TALLY SHEET � �ii fig, r gip 16, 1999 TIME: 2:00 p to MEWS BID OPENING DATE: Sept. LOCATION: City Hall, Council Chambers, 8353 Sierra Avenue, Fon t . CA. SUBJECT: Slover Ave Sewer Hemlock to Poplar '.3,rt.o COMPANY NAME ADDRESS BOND INS AMOUNT 1.Byron L. Crume, Inc. 1826 Pomona Road Corona, CA 91720 7 / / 43q6i&ge( 2.Mark Sisemore Apple Valley Construct. 2312 Deep.Creek Rd. Apple Valley, CA 923C8 1/ 470,9-06-:-2-• ( 3.David T. Wasden, Inc. 3220 Star Canyon Dir Corona, CA 91720 �/ v 0 ix/ �"35i�' ( 4•Prob-Test Inc. 9350 7th St. #E Rancho Cucamonga, CA 91730 $4-3740 5.S.J. Burkhardt, Inc. 6901 Central Ave. Riverside, CA 92504 i I 4-35 'b' 6.Albert W. Davies 0,37 ^Helms Ave ��ec� �b EnJr_�'_Jyl10Wt�J- / 2 93 7. `1') tkeYard ee PO. Balt Po©1)ib Mm j f 4.36,,4,406 8,4,�jb6Vibn� / IMo I S ' WO/ .?G �4 0, , oo (ir),,,,e-vNie�, 7./54_39:4gDr7ad;m 762_o, ...tfle eal,n� . egydradvt.D ;?0 & c/ kiep4,t4iwitA eW/cV v i 495.9.3 Alcfp,i,,etd Co D/d W Jr94i, / J 5297 3 a� 1 rgelle 0 44 cyk a , a fit. 4e illivi `74nl.-®✓iap, at 9/v/7 / / $631, 30 12.-1/aatek61, L /(o414' Deveib ea. /4 �, 4-9 J7 / ✓ 4 3 ito ( 7 up' ofume,J a (7`' `® /0,0 ert4t- 0) � deb• 7 /Nlo — / i $1'25/135 iC)( t `%Y)an, . a). •tOP /120 6. C194/a/aYgt 4✓4 7 / 1/ $ . �7 7 �, 15. ''n tA gm, ct..-12. C � Po ', (baps a ie 9i 7i� / lip / ' q 73 �i Coq� 11 BID TALLY SHEET Page 2 SUBJECT: COMPANY NAME ADDRESS BOND INS AMOUNT k/ 1°,480/ 3a) 4' c 17. 09 PI 18. ' 19. 20. 21. 22.• 23. 24. 25. 26. 27. . 28. • 29. 30. FOR Kl. P.ESULTS CONTACT PHONE: RECAPITULATION OF BIDS PROJECT: SLOVER AVENUE SEWER PROJECT from HEMLOCK AVENUE TO POPLAR AVENUE BID NO. SB-04-00 Page 1 of 6 BID DATE: SEPTEMBER 16, 1999 @ 2:00 P.M. PROJECT'S COST ESTIMATE BONDADIMAN-McCAIN, INC. BYRON L. CRUME, INC. HEMET MANUFACT. CO., INC. dba GENESIS CONSTRUCTION ITEM NO. DESCRIPTION EST. QUAN. UNIT UNIT PRICE TOTAL AMOUNT UNIT PRICE TOTAL AMOUNT UNIT PRICE TOTAL AMOUNT UNIT PRICE TOTAL AMOUNT 1 CLEARING AND GRUBBING 1 LS 10.000.00 10,000.00 19,330.00 19,330.03 35,000.00 35,000.00 15,000.00 15,003.00 2 - TRAFFIC CONTROL.,SIGNING & STRIPING 1 IS 15,000.00 15,000.00 30,370.00 30.370.00 11,200.00 11,200.00 11,615.00 11,615.00 3 _ - POTHOLING 35 EA 500.00 17,500.00 450.00 15,750.00 400.00 14,003.03 500.00 17,500.00 4 12' EXTRA STRENGTH VITRIFIED CLAY PIPE SEWER 3090 1.9 70.00 216,300.00 59.00 182,310.00 74.00 228,660.00 81.00 250,290.00 5 8' EXTRA STRENGTH VITRIFIED CLAY PIPE SEWER 658 1.9 60.00 39,480.00 - 65.00 42.770.03 36.00 23,688.00 65.00 42,770.00 6 8' CLASS 250 DUCTILE IRON PIPE SEWER 161 IF - 65.00 10,465.00 45.00 7,245.00 60.00 9,660.30 50.00 8,050.00 7 SEWER MANHOLE PER CITY OF FONTANA STANDARD DETAIL NO. 112 11 EA 5,000.00 53,000.00 2,800.00 30,800.00 1,730.00 19,250.00 1,600.00 19,800.00 8 SEWER MANHOLE WITH FLATTOP ENTRY SHAFT PER CITY OF FONTANA STANDARD DETAIL NO. 112 3 EA 4,000.00 12,000.00 2,550.00 7,650.00 1.460.00 - 4,380.00 1,500.00 4,500.03 9 'A'. SHEET 8 1 LS 5,000.00 5,000.03 1,000.00 1,000.00 860.00 860.00 5,003.00 5,000.03 10 6' SEWER LATERAL PER CITY OP FONTANA STANDARD DETAIL NOS. 125, 125A, AND 125B 32 EA 1,000.00 32.003.00 852.00 27,264.00 720.00 • 23,040.03 500.00 16,000.00 II TEMPORARY ASPHALT CONCRETE PAVEMENT FOR 12 FOOT TRAVEL LANE AND DRIVEWAYS (SEE CONSTRUCTION NOTE 8) 525 TONS 35.00 18,375.00 40.00 21,030.00 40.00 21,000.00 20.00 10,503.00 12 PERMANENT ASPHALT CONCRETE PAVEMENT (HEMLOCK AVENUE) 100 TONS 0.00 • 0.00 80.00 8,000.03 50.00 5,000.00 30.00 3,000.00 13 CLASS 2 AGREGATE BASE 50 CY 30.00 1,500.00 35.00 1,750.00 17.00 850.00 15.00 750.00 BID TOTAL $432,620.00 $395,239.00 $396,588.00 $404,775.00 PROJECT COST ESTIMATE: No cost estimate listed for item No. 12. INTERNATIONAL FLOW TECHNOLOGIES, INC.: Made a $5.00 error in the total for item No. 13 making their Bid Total $525,757.00 instead of $525,762.00. RECAPITULATION OF BIDS PROJECT: SLOVER AVENUE SEWER PROJECT from HEMLOCK AVENUE TO POPLAR AVENUE BID NO. SB-04-00 Page 2 of PROJECTS COST ESTIMATE S. J. BURKHARDT, INC. DAVIDL. WASDEN, INC. NORSTAR PLUMBING COMPANY BID DATE: She! hMBER 16, 1999 0 2:00 P.M. ITEM NO. DESCRIPTION EST. QUAN. UNIT UNIT PRICE TOTAL AMOUNT UNIT PRICE TOTAL AMOUNT UNIT PRICE TOTAL AMOUNT UNIT PRICE TOTAL AMOUNT 1 CLEARING AND GRUBBING 1 LS 10,000.00 10,000.00 20,030.00 20,010.00 10,000.00 10,003.00 4,000.00 4,030.00 2 - TRAFFIC CONTROL,SIGNING & STRIPING 1 LS 15,000.00 15,000.00 21,000.00 21,000.00 12,003.00 12,000.00 4,000.00 4,000.00 - .. 3 - POTHOLING - - 35 EA .. 500.00 17,500.00 275.00 - 9,625.00 - 140.00 - 4,900.00 135.00 __. 4,725.00 4 12' EXTRA STRENGTH VITRIFIED CLAY PIPE SEWER - 3090 1F 70.00 216,303.03 73.00 - 225,570.00 65.00 200,850.00 85.00 262,650.00 5 8' EXTRA STRENGTH VITRIFIED CLAY PIPESEWER 658 IF 60.00 39,480.00 43.00 28.294.00 90.00 59,220.00 32.00 21,056.00 6 8' CLASS 250 DUCTILE IRON PIPE SEWER 161 LF 65.00 10,465.00 52.00 8,372.00 85.00 13.685.00 38.00 6,118.00 7 SEWER MANHOLE PER CITY OF FONTANA STANDARD DETAIL NO. 112 11 EA 5,000.00 55,000.00 2,100.00 23,100.00 3,500.00 38,500.00 2,000.00 22,003.00 8 SEWER MANHOLE WITH FIAT TOP ENTRY SHAFT PER CITY OF FONTANA STANDARD DETAIL NO. 112 3 EA 4,000.00 12,000.00 1,790.00 5,370.00 3.800.00 11,400.00 2,200.03 6,600.00 9 - 'A', SHEET8 1 LS 5,000.00 5,000.00 2,700.03 2,700.00 5,000.00 5,000.00 8,000.00 8,000.00 10 6' SEWER LATERAL PER CITY OF FONTANA STANDARD DETAIL NOS. 125, 125A, AND 125E 32 EA 1,000.00 32,000.00 1,850.00 59,200.00 1,500.00 48,000.00 1,300.00 41,600.00 11 TEMPORARY ASPHALT CONCRETE PAVEMENT FOR 12 FOOT TRAVEL LANE AND DRIVEWAYS (SEE CONSTRUCTION NOTE 8) - 525 TONS 35.00 18,375.00 41.00 24,675.00 39.00 20,475.03 - 84.00 44,100.00 12 PERMANENT ASPHALT CONCRETE PAVEMENT (HEMLOCK AVENUE) 100 TONS 0.00 0.00 67.00 6,700.00 100.00 10,000.03 100.00 10,000.00 - 13 CLASS 2 AGREGATE BASE 50 CY 30.00 1,500.00 17.00 850.00 35.00 1,750.00 42.00 2,100.00 BID TOTAL 6432,620.00 $435,456.00 $435,780.00 $436,949.00 PROJECT COST ESTIMATE: No cost estimate listed for item No: 12. INTERNATIONAL FLOW TECHNOLOGIES, INC.: Made a $5.00 error in the total for item No. 13 making their Bid Total $525,757.00 instead of $525,762.00. RECAPITULATION OF BIDS PROJECT: SLOVER AVENUE SEWER PROJECT from HEMLOCK AVENUE TO POPLAR AVENUE BID NO. SB-04-00 Page 3 of 6 BID DATE: SEPTEMBER 16, 1999 @ 2:00 P.M. PROJECT'S COST ESTIMATE PROS -TEST INC. ALBERT W. DAVITS TRAUTWEIN CONSTRUCTION ITEM NO. DESCRIPTION EST. QUAN. UNIT UNIT PRICE TOTAL AMOUNT UNIT PRICE TOTAL AMOUNT UNIT PRICE TOTAL AMOUNT UNIT PRICE TOTAL AMOUNT I Ct FARING AND GRUBBING I LS 10,000.00 10,003.00 10,000.00 - 10,000.00 522.00 522.00 17,500.00 17,500.00 2 TRAFFIC CONTROL,S!GNING & STRIPING I LS 15,000.00 15,000.00 30,003.00 30,000.00 26,000.00 26,000.00 15,003.00 - 15,030.03 3 POTHOLING 35 EA 500.00 17,500.00 - - 200.00 - - 7,000.00 - 105.00 3,675.00 400.00 - 14,000.00 4 12' EXTRA STRENGTH VITRffffiD CLAY PIPE SEWER - 3090 1F 70.00 216,300.00 80.00 247,200.00 80.00 2.47,200.00 82.00 253,380.00 5 8' EXTRA STRENGTH VIIRIPIED CLAY PIPE SEWER 658 LF 60.00 39,480.00 60.00 39,480.00 74.00 48,692.00 72.00 47.376.00 6 8' CLASS 250 DUCTILE IRON PIPE SEWER 161 LP 65.00 10,465.00 60.00 9,660.00 99.00 15,939.00 72.00 11,592.00 7 SEWER MANHOLE PER CITY OF FONTANA STANDARD DETAIL NO. 112 I1 EA 5,000.00 55,003.00 3.000.00 33,000.00 2,403.00 26,400.00 1,750.00 19,250.03 8 - SEWER MANHOLE WITH FLAT TOP ENTRY SHAFT PER CITY OF FONTANA STANDARD DETAIL NO. 112 3 EA 4,000.00 12,000.00 3,000.00 9,000.00 2,200.00 6,600.00 1,750.00 5,250.00 9 'A'. SHEET 8 1 LS 5,000.00 5,000.03 2,000.00 2,020.00 2,903.00 2,900.00 5,000.00 5,000.00 10 6' SEWER LATERAL PER CITY OF FONTANA STANDARD DETAIL NOS. 125, 125A. AND 125E 32 EA 1,000.00 32,000.00 800.00 25,600.00 1,070.00 34,240.00 500.00 16,000.00 11 TEMPORARY ASPHALT CONCRETE PAVEMENT FOR 12 FOOT TRAVEL LANE AND DRIVEWAYS (SEE CONSTRUCTION NOTE 8) 525 TONS 35.00 18,375.00 40.00 21,000.00 41.00 21,525.00 60.00 31,500.00 12 PERMANENT ASPHALT CONCRETE PAVEMENT (HEMLOCK AVENUE) 100 TONS 0.00 0.00 40.00 4,003.00 - 62.00 6,200.00 - 50.00 5,000.00 13 CLASS 2 AGREGATE BASE 50 CY 30.00 1,503.00 30.00 1,500.00 50.00 2,500.00 50.00 2,500.00 BID TOTAL 432,620.00 439,440.00 442,393.00 443,348.00 PROJECT COST ESTIMATE, No cost estimate listed for item No. 12. INTERNATIONAL FLAW TECHNOLOGIES, INC.: Made a $5.00 error in the total for item No. 13 making their Hid Total $525,757.00 instead of $525,762.00. RECAPITULATION OF BIDS PROJECT: SLOVER AVENUE SEWER PROJECT from HEMLOCK AVENUE TO POPLAR AVENUE BID NO. SB-04-00 Page 4 of 6 _ - - BID DATE: SEPTEMBER 16, 1999 © 2:00 P.M. PROJECT'S COST APPLE VALLEY MARK CONSTRUCTION C. P. CONSTRUCTION COMPAN KEC ENGINEERING ESTIMATE SLSEMORE ITEM NO. DESCRIPTION EST. QUAN. UNIT UNIT PRICE TOTAL AMOUNT UNIT PRICE TOTAL AMOUNT UNIT PRICE TOTAL AMOUNT UNIT PRICE TOTAL AMOUNT 1 CLEARING AND GRUBBING 1 LS 10,000.00 10,000.00 2,500.00 2,500.00 9,500.00 - 9,500.00 20,000.00 20,000.00 2 TRAFFIC CONTROL,SIGNING & STRIPING 1 IS 15,000.00 15,000.00 7,500.00 7,500.00 - 8,500.00 8,500.00 24,000.00 24,000.00 3 POTHOLING 35 EA 500.00 17,500.00 600.00 21,000.00 105.00 3,675.00 450.00 15,750.00 4 12' EXTRA STRENGTH VITRIFIED CLAY PIPE SEWER 3090 LF 70.00 216.360.00 79.74 246,396.60 79.00 244,110.00 65.00 200,850.00 5 8' EXTRA STRENGTH VITRIFIED CLAY PIPE SEWER 658 LP 60.00 39,480.00 107.74 70,892.92 105.00 - 69,090.M 130.00 85,540.00 6 8' CLASS 250 DUCTILE IRON PIPE SEWER 161 LF 65.00 10,465.00 127.00 20,447.00 85.00 13,685.00 60.00 9,660.00 7 SEWER MANHOLE PER CITY OF FONTANA STANDARD DETAIL NO. 112 11 EA 5,000.00 55,000.00 2,100.00 23,100.00 1,950.00 21,450.00 3.000.00 33,030.03 8 SEWER MANHOLE WITH FLAT TOP ENTRY SHAFT PER CITY OF FONTANA STANDARD DETAIL NO. 112 3 EA 4,000.00 12,030.00 1,900.00 5,700.00 3,200.00 9,600.00 2,060.00 6,1100.00 9 'A', SHEET 8 1 LS 5,000.00 5,000.00 1,500.00 - 1,500.00 5,550.00 5,550.00 2,000.00 2,000.00 10 : 6' SEWER LATERAL PER CITY OF FONTANA STANDARD DETAIL NOS. 125, 125A, AND 125E 32 EA 1,000.00 32,000.00 800.00 25,600.00 1,750.00 56,000.00 1,003.00 32,000.00 II TEMPORARY ASPHALT CONCRETE PAVEMENT FOR 12 FOOT TRAVEL LANE AND DRIVEWAYS (SEE CONSTRUCTION NOTE8) 525 TONS 35.00 18,375.00 65.00 34,125.03 49.00 25,725.00 80.00 42,000.00 12 PERMANENT ASPHALT CONCRETE PAVEMENT (HEMLOCK AVENUE) 100 TONS 0.00 0.00 105.00 10,500.00 65.00 - 6,500.00 65.00 6,500.00 13 CLASS 2 AGREGATE BASE 50 CY 30.00 1,500.00 20.00 1,000.00 35.00 1,750.00 60.00 3,000.00 BID TOTAL 432,620.00 470,261.52 475,135.00 480,300.00 PROJECT COST ESTIMATE: No cost estimate listed for item No. 12. INTERNATIONAL FLAW TECHNOLOGIES, INC.: Made a $5.00 error in the total for item No. 13 making their Hid Total $525,757.00 instead of $525,762.00.. RECAPITULATION OF BIDS PROJECT: SLOVER AVENUE SEWER PROJECT from HEMLOCK AVENUE TO POPLAR AVENUE BID NO. SB-04.00 Page 5 of 6 BID DATE: SEPTEMBER 16, 1999 0 2:00 P.M. PROJECT'S COST ESTIMATE MIRAMONTES CONST. CO., INC. INTERNATIONAL FLOW TECHNOLOGIES, INC. MIKE BUBALO CONST. CO. ITEM NO. - DESCRIPTION ESP. QUAN. UNIT UNIT PRICE TOTAL AMOUNT UNIT PRICE TOTAL AMOUNT UNIT PRICE TOTAL AMOUNT UNIT PRICE TOTAL AMOUNT 1 CLEARING AND GRUBBING 1 LS 10.000.00 10,000.00 21,300.00 21.300.00 20,448.00 20,448.00 25,003.00 25,000.00 2 TRAFFIC CONTROL,SIGNING do STRIPING 1 LS 15,000.00 15,000.00 12.000.00 12,000.00 13,272.00 13,272.00 17.000.00 17,000.00 3 POTHOLING 35 EA - 500.00 17,500.00 300.00 10,500.03 420.00 14,700.00 200.00 7,000.03 4 12' EXTRA STRENGTH VITRIFIED CLAY PIPE SEWER 3090 LF 70.00 216,300.00 80.00 247.200.00 67.00 207,030.00 95.00 293,550.00 5 8' EXTRA STRENGTH VITRIFIED CLAY PIPE SEWER 658 1.9 60.00 39,480.00 65.00 42,770.00 143.00 94,094.00 96.00 63.168.03 6 8' CLASS 250 DUCI7IE IRON PIPE SEWER 161 LP 65.00 10,465.00 85.00 13,685.00 49.00 7,889.00 94.00 15,134.00 7 SEWER MANHOLE PER CITY OF FONTANA STANDARD DETAIL NO. 112 II EA 5,000.00 55,000.00 3.750.00 41.250.00 1,988.00 21,868.03 4,000.00 44,030.00 8 - SEWER MANHOLE WITH FLAT TOP ENTRY SHAFT PER CITY OF FONTANA STANDARD DETAIL NO. 112 3 EA 4,000.00 12,000.00 3,000.00 9,000.00 1,688.00 5,064.03 3,500.00 10,500.00 9 'A', SHEET 8 1 LS 5,03000 5,000.00 3,000.03 3,000.00 2,075.03 2,075.00 3,500.00 3,500.00 10 6' SEWER LATERAL PER CITY OF FONTANA STANDARD DETAIL NOS. 125, 125A. AND 175E 32 EA 1,030.00 32,000.00 1,200.03 38,400.00 2,306.00 73,792.00 750.00 24,000.00 11 TEMPORARY ASPHALT CONCRETE PAVEMENT FOR 12 FOOT TRAVEL LANE AND DRIVEWAYS (SFE CONSTRUCTION NOTE 8) - 525 TONS - 35.00 - 18,375.00 65.00 34,125.00 93.00 48,825.00 40.00 21,000.00 12 PERMANENT ASPHALT CONCRETE PAVEMENT (HEMLOCK AVENUE) 100 TONS 0.00 0.00 200.00 20,000.00 100.00 10,000.00 50.00 5,030.00 13 CLASS 2 AGREGATE BASE 50 CY 30.00 1,500.00 30.00 1,500.00 134.00 6,700.00 10.00 500.00 BID TOTAL 432,620.00 494,730.00 525,757.00 529,352.00 PROJECT COST ESTIMATE: No cost estimate listed for item No. 12. INTERNATIONAL FLOW TECHNOLOGIES, INC.: Made a $5.00 error in the total for item No. 13 making their Bid Total $525,757.00 instead of $525,762.00. RECAPITULATION OF BIDS PROJECT: SLOVER AVENUE SEWER PROJECT from HEMLOCK AVENUE TO POPLAR AVENUE BID NO. SB-04-00 Page 6of6 PROJECT'S COST ESITMATE STEVE BUBALO CONST. CO. BID DATE: She 1tMBER 16, 1999 @ 2:00 P.M. ITEM NO. - DESCRIPTION EST. QUAN. UNIT UNIT PRICE TOTAL AMOUNT UNIT PRICE TOTAL AMOUNT UNIT PRICE TOTAL AMOUNT UNIT PRICE TOTAL AMOUNT 1 ('I BARING AND GRUBBING 1 IS 10,003.03 10,000.00 10,000.00 10,000.00 0.00 0.00 0.00 0.00 2 TRAFFIC CONTROL,SIGNINO & STRIPING 1 LS 15,000.00 15,000.00 15,000.00 15,000.00 0.00 - 0.00 0.00 0.00 3 - POTHOLING 35 EA 500.00 17,500.00 500.00 17,500.00 0.00 0.00 0.00 0.00 4 12' EXTRA STRENGTH VITRIFIED CLAY PIPE SEWER 3090 LF 70.00 216,300.00 110.00 339,900.00 0.00 0.00 0.00 0.00 5 8' EXTRA STRENGTH VRRIFIED CLAY PIPE SEWER 658 LF 60.00 39,4813.00 150.00 98,700.00 0.00 0.00 - 0.00 0.00 6 8' CLASS 250 DUCIH5IRON PIPE SEWER 161 LF 65.00 10,465.00 160.00 25,760.00 - 0.00 0.00 0.00 0.00 7 SEWER MANHOLE PER CITY OF FONTANA STANDARD DETAIL NO. 112 11 EA 5,000.00 55,000.00 3,000.00 33,000.00 0.00 0.00 0.00 0.00 8 - - SEWER MANHOLE WITH FLAT TOP ENTRY SHAFT PER CITY OF FONTANA STANDARD DETAIL NO. 112 3 EA 4,000.00 12,000.00 4,000.03 12,000.03 - 0.00 0.00 0.00 0.00 9 'A', SHEET 8 1 LS 5,000.00 5,000.00 2,000.00 2,000.00 0.00 0.00 0.00 0.00 10 - 6' SEWER LATERAL PER CRY OF FONTANA STANDARD DETAIL NOS. 125, 125A. AND 125B 32 EA 1,000.00 32,000.00 1,500.00 48,000.00 0.00 0.00 0.00 0.00 11 TEMPORARY ASPHALT CONCRETE PAVEMENT FOR 12 FOOT TRAVEL LANE AND DRIVEWAYS (SEE CONSTRUCTION NOTE 8) 525 TONS 35.00 - 18,375.00 - 40.00 21,003.00 0.00 0.00 0.00 0.00 12 PERMANENT ASPHALT CONCRETE PAVEMENT (HEMLOCK AVENUE) 100 TONS 0.00 0.00 60.00 6,000.00 0.00 0.00 0.00 0.00 13 CLASS 2 AGREGATE BASE 50 CY 30.00 1,500.00 50.00 2,500.00 0.00 0.00 0.00 0.00 BID TOTAL 432,620.00 631,360.00 0.00 0.00 PROJECT COST ESTIMATE: No cost estimate listed for item No. 12. INTERNATIONAL FLOW TECHNOLOGIES, INC.: Made a $5.00 error in the total for item No. 13 making their Bid Total $525,757.00 instead of $525,762.00. • CITY OF FONTANA WOO BID TALLY SHEET iii S to , 2:00 p G0100- BID OPENING DATE: Sept. 16, 1999 E: LOCATION: City Hall, Council Chambers, 8353 Sierra Avenue, Fon v; ; CA. SUBJECT: Slover Ave Sewer Hemlock to Poplar V' ' u.� COMPANY NAME ADDRESS BOND INS AMOUNT 1.Byron L. Crume, Inc. 1826 Pomona Road Corona, CA 91720 r i/ ,�i 346/ 59�y�, 2.Mark Sisemore Valley Construct. 2312 Deep .Creek Rd. Apple ValleY, CA 923C8 / V I ,70y� rApple i l 3.David T. Wasden, Inc. 3220 Star Canyon Mr Corona, CA 91720 % V / r/ ifr �3� .�� ► 4•Prob-Test Inc. 9350 7th St. #E Rancho Cucamonga, CA 91730 $4-3`I4WD i 5•S.J. Burkhardt, Inc. 6901 Cen*ral Ave. Riverside, CA 92504 / I q-35,6 61Alber+ W. Oavi?s Kiwi Helms Ave �b l`�.t.ea�tlOrvr� / ✓1 $44Z 3°= 7. y) mar-' E'.—, p.t3) P C. BH p0OV / b C ��� of `� v 4-3b 94106 � l"�/�-� . vvl D t o5Z�// q� ,� �'�' / / 1 u^,LL l✓, 7954_3 ✓ / 5 762- 9;�ona';m ' Me Cam fill l,ls ar .� P.O. & a4( al�� -. 0 yip V J 3`, 9 10. E -dctaaA and,6 A2 tb0 walteK d � / I $929135e 1 h9leVe 4044ca, ate,a 41 oy Mir v,.r®-✓i;e, a 92rv/7 / / $631,3bo; 12.`%ad 1., aNsizi Nodhe Diavaa age, A / d / ✓ i ��o 13PP. rame14-)a cist.?Ded, l0D� / i %�l1 �3�� i % . . eo. . Jam' ai ,1►,.) /no 6 C9a.Ato l4j C, a 9 e43 7 / S . nA 15. 'in,Aam. ct.-let.c. Cogairct4:4 P© OW JoW (ill bi (2a.duelleil 9) '7/"" / $ 1 1-173, L.� 9 BID TALLY SHEET Page 2 SUBJECT: COMPANY NAME ADDRESS BOND INS AMOUNT 16.‘64.6 fn.6 .wr,," P 0. 4g), 909 aervnp�� a. ITV 7V I 6 a o 6r 17. 04t7 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. • 30. FOR LI. P.ESULTS CONTACT PHONE: J