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Home My WebLink About2006-06-12 06-211 ORDERItem/Subject Order, Authorizing Combat[ Award for the Construction of the Maine Avenue Amess Drive at Bangor International Airport On April 16, 2006, the City received four (4) bids for construction of the Maine Avenue Amess Drive. The bid prices ranged from $290,343.90 to $393,603.30 -- see attached bid tabulation. Estimates Is Kelsey, the Airports engineering consultant, and City staff have reviewed the low bid from Sargent Corporation and have found it to be responsive to all requirements of the tied request. On lune B, 2006, the Finance Committee reviewed and approved staffs recommendation far the award of the contract to Sargent Corporation of Stillwater in the amount of $290,343.90. This bid award recommendation must be approve by the City Council as it is war $100,000. City MMamger Associated Infomrallon: ori(% Introduced For X Passage _ First Reading Page _ of Referral Oo 211 dssfnged to Councilor Farrington June 12, 2006 CITY OF BANGOR (TITLE.) Order, Authorizing Contract Award for the Construction of the Maine Avenue Access Drive at Bangor International Airport By the City Coumul of the City of Bangor: ORDERED, THAT Peggy Sheriff, Purchasing Agent, is hereby authorized to execute a contract with Sargent Corporation in the amount of $290,343.90 for the construction of the Maine Avenue Access Drive at Bangor International Airport. June 12 2006 Yae _ X W211 cxYs csduu n g u s s (masr cne Maine Avenue Access O ive At Bangor Ayignedb Cauceibr�(� City of Bangor 04` 211 Bid Tabulation - Contra Maine Avenue Access Drive Bid Opening - N126/08 Sargent Corporation Stillwater, Maine Vaughn Wootleau Bangor, Maine Lane Construdion Bangor. Maine Maine Bann Hermon, Maine ITEM DESCRIPTION OTY. UNIT UNIT COST TOTAL UNIT COST TOTAL UNIT COST TOTAL UNIT COST TOTAL 203.22 Unclasaried Excavation 4350 CY 610 26.53500 875 30.032.50 1200 52.200.00 13.00 56.550.00 20324 Common Borrow 1,870 CY 0.01 18.70 1000 18,700.00 1.00 1,87000 14.00 26,180.00 304.09 Aggregate Subbase Course - Crusted 1,195 CY 25.00 29,875.00 2400 28680.00 38.00 45.410.00 3200 38.240.00 304.1 AggregrateSubbaseCounge-Gravel 3,715 CY 13.00 48,29500 19.00 70,585.00 23.00 85,445.00 25.00 92,07500 403.207 Hat Mix As aft, 19.0 MMHMA 625 TON 5800 35,250.00 66.00 40,625.00 MOO 35,00000 SO 00 35,000.00 403,208 Hat Mix As a9, 12.5 MM HMA 450 TON 63.00 2$350.00 65.00 29,250.00 60.00 27,00000 50.00 27,000.00 409.15 Bituminous Tack Coat smiled 380 GAL 3.00 1,14000 500 1,90000 2.50 95000 2.00 760.00 603441 42"RCP Class 190 LF 14500 27,55000 155.00 29.45000 18000 3420000 10800 20,52000 604.16 After Catch Basis 0 Manhole 1 EA 50000 50000 000.00 60000 90000 90000 1,26000 128000 604.18 Ad'ust Manhole to Grade 2 EA 1 110000 2,20000 30000 600.001 500.00 1,00000 700.00 140000 627,618 12" Solid VMtie Pvaement Marking Line 50 LF 1 400 20000 0.50 25.00 2.00 10000 200 10000 627]1 4' V&iW Pavement Marking Line 3,100 LF 1.00 3,100.00 2.501 7,750.00 0.30 93000 0.25177500 627.73 4- Yellow Pavement Marking Line 3,370 LF 1.00 3,370.00 0]5 2,527.50#393.68 5 1,85350 025 042.50 645292 Re ularo Signs Tpe 11 (Slop 59m) 13 SF 56.00 700.00 3500 437.500 212.50 1500 18750 656.5 H bales in-place 262 EA 11.50 3,01300 500 1310.000 3,01300 800 2,096.00 658.83 Tem ra Silt Fence 759 LF 2.00 1,51800 3.00 2,2T7.000 1,897.50 2.50 1,897.50 6%M Stone Check Dams 15 CY 131.00 1,96500 35.00 525.000 4,050.00 55.00 825.00 M -00M1 Engineers Field OPow 1 LS 14,50000 14,500.00 18,500.00 18.500 00 1900000 190000019,000.00 19,000.00 M-031-2 As -Built Plans 1 FLS 3,000.00 3,00000 3,000.00 3,000.000 3,00000 3,00000 3,000.00 M-002 42" Twin Culvert Headwall 2 LS 6,55000 13,100.0013,500.00 27,000.0000 1600000 5000.00 10,00000 M-003-1 Pavement Millin 1,200 SY 2.00 2,400.00 5.00 6,000.0020 3,84000 TO 600000 M-004-1 Sands Sewer Manhole -4'Diameter t EA 2,750 CO 275000 7,5WC0 75000100 5000,00 9,00009 9,900.90 F-162-1 New6 Secut Fence 800 LF 29.50 23,600.00 23.00 18,4000000 20.000.00 2000 18,000.00 F462Z RemoveEutin Security Fence 945 LF 6N 5,670.00 3.34 3,1563050 3,30.50 3.00 2.835.00 T-901-1 Seeding4.572 SY 045 2,05740 039 t ]830840 1,828.80 040 1,828.80 T-905.1 To Sail 4572 SY 1.90 8680.00 473 21,5255670 12.344.40 425 19431.00Total 290,]43.90 380,488.44380,352.30 J9J,6o3.Jo 06 211 Sargent Corporation SWIvister, Maine Vaughn Thlbodeau Bangor, Maine Lane Conebue60n Ban or Maine Maine Ea"he Hermon, Maine REM NO.OESCBIPTN)N OTY. I UNIT UNRUNIT LOST TOTAL COST TOTAL UNIT COST TOTAL Alditivel M -o04-2 Replace Fmme and Cover 2 E4 912.00 1,824.00 55D.00 1,100.00 700.00 1,400.00 1,100.00 2.20000 M-005-1 Reclaimed Base COuse 975 SY 400 3,80000 450 4,38].50 320 3,120.00 400 3,900.00 40320] Hot Mix Asnua,i&O MM HMA ]5 TON 58.00 4,35000 5500 4,8]5.00 5600 4,2W,0 5700 5,02500 403.208 Hot Mix Anhalt 125 MM HMA 60 TON 63.00 3,780.00 6500 3,900.00 60.00 3,BMW YVO 4,32000 409.15 Si8min0us Tack Coat Ap lietl 40 GAL 5.00 200.00 5.00 200.00 4.00 180,0 500 20000 Tome tor Almrnate NO.1 1 14,,45440 1 14,452.501 12,450.00 15160.5.00 SargentCorporation Slellwater, Maine Vaughn Thibodeau Bangor, Maine Lane Construction Bangor, Maine Maine EeM Haman, Marna ITEM N0.OE9CRIPRON QW. UNIT UNIT COST TOTAL UNIT COST TOTAL UNIT COST TOTAL Atltlxlve Altemate No.2 0.em-i Finch PeRmatea Undemmin Ple 1 1 MUI1 31W 48,50000 in uui 28,800.00 21.W 33,800.00 17,W 2],2W.00 O-]05-2 6-mch Soix Coude wan HOPE m 12olI JZ,Wl 4.UVV VVI IdUU1 21250.00 35.M 4,31500 1100 2,125.Oc 0-705-3 Undenlon Cleanout 1 81 EA j 629,001 4.960.001 25D 001 2,080.00 ]00.00 5,600,001 1,50000 12,800.00 Total for Alternate No.2 1 53,560.001 1 33,130.001 1 43,576.00 42,125.00 Sargent Corporation Stillwater, Maine Vaughn Thibodeau Bangor, Maine Lane ConMmctbn Bangor, Maine Milne Eaft Hermon, Maine BM Urnmanr Base Bid 290343.90 380,489.44 380352.20 393,603.3D Atltlilrve Altemate ND. 1 I I 14,UD4,Wl 14,4IJZ.DUI I 12 480.0015,645,0 Atltlaive Almrnaie No.2 55%0.00 33,130.00 43,5]5.00 4212500 Total Base Bid plus Alternative No. t and2:1362,957.901 I Q3,06l.sol 1 436,4VT.20 451,3]3,0