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BID PROPOSAL <br /> RETURN WITH BID <br /> . . .._.. 1........ .... _ <br /> �aBID My, <br /> ....IF�......_..._ _..... <br /> ..�._....�f. __ .............._. � ._.�.«a...._......—. WFM........._:.....� <br /> COMBINATION CONCRETE <br /> 44001700 CURB AND GUTTER REM.AND FOOT 75 <br /> REPLACEMENT <br /> ................._..._._.._........................ <br /> . <br /> 44213200 SAW CUTS FOOT 1,000 S.GL_S, ll. �} i <br /> _..............._........._........._.................._.............................. <br /> .._................................. _........._.......__.. .................................._...._....._....._..............._..... <br /> .._.. <br /> /, <br /> SSOA0340 STORM SEWERS,CLASS A, FOOT 20 1 1J, ° <br /> TYPE 2, 12 INCH <br /> ........................................................;.............._..................._........................._.._..................................................................._......._........_.._. ................................. .........................................._._........_........._..............................................._...._................_..._........ <br /> ....._..... <br /> SSOA0360 STORM SEWERS,CLASS A, FOOT 20 !94Ct T ll G <br /> TYPE 2, 15 INCH <br /> ..... ............... .. .......... _.............. _.......................... . ....... . .. ...... _. .. <br /> 550A0380 STORM SEWERS,CLASS A, FOOT 20 2-22.V n o <br /> TYPE 2, 18 INCH <br /> _................................._..............._................................_.. ..... ................._ <br /> ........._..................................._..................._...................................... _...... ........._......_...._...................... <br /> ... <br /> 550A0410 STORM SEWERS,CLASS A, FOOT 20 f ;� ir' <br /> ......................._...._.._..._..._.._.........._.. <br /> TYPE 2,24 INCH <br /> .............` <br /> 'l <br /> SSOA0450 STORM SEWERS,CLASS A, FOOT 20 `7q <br /> TYPE 2,36 INCH " ='%�� <br /> :..........................................................................................................................................................................................................................................................................................................................................................._.................................................................._........... .......... <br /> CONTROLLED LOW-STRENGTH c <br /> 59300100 MATERIAL CU YD 100 � �7 (o50,U Ul <br /> ....................................................._.........._......_...................................................................................._... . . ........ <br /> MANHOLES,SANITARY,4 FT- <br /> 60228110 DIAMETER,TYPE 1 FRAME, EACH 10 1 •t ��1 J t <br /> CLOSED LID <br /> _................................_....................................................................._........_...._.................._...._...... <br /> MANHOLES,SANITARY,5 FT- /' 7 <br /> 60228120 DIAMETER,TYPE 1 FRAME, EACH 3 Lr l�• J f I;� d <br /> CLOSED LID <br /> ....................................................._.._.._..._......_..............._ <br /> ...................................................................._.............._......................................................................................._................................................................. <br /> 60228111 ADDITIONAL DEPTH OF FOOT 12 -Is,oo . <br /> MANHOLE 4 FT-DIAMETER <br /> ............................................................._.................................._...................................._................_........................._............................................................ ................................. ............................................................................._....._..... ..............................................................._.......................... <br /> 60228112 ADDITIONAL DEPTH OF FOOT 3 1 GL 1 <br /> MANHOLE 5 FT-DIAMETER <br /> 60234200 INLETS,TYPE A,TYPE 1 EACH 2 1 �.Cl } _ ,6 <br /> FRAME AND GRATE <br /> ... ................................... ........ ....... .......................... ........ . .. .. ..... _.. <br /> 60235700 INLETS,TYPE A.TYPE 3 EACH 2 J. Do"L00 <br /> < 1 <br /> FRAME AND GRATE <br /> INLETS,TYPE B,TYPE 1, 220& <br /> � � ggf t <br /> 6023 8700 FRAME AND GRATE EACH 2 c 2 2 0L.��V <br /> ................................................<......................................................................................................_...........................................r......._..................._......................................................... .......................................................................................... ........................._...._.._.............................. <br /> 60240220 INLETS,TYPE B,TYPE 3, EACH 2 l = V,00 " <br /> FRAME AND GRATE <br /> ....._..............................................................................................................................................................._.._........................... <br /> ................_...........,........... .......................................... ........................................._......._........_............................ .._....................._.._..................._..�............................ <br /> MANHOLE ADJUSTED <br /> 60255800 WITH NEW TYPE FRAMEEACH 5 ;��E J�� ��.s•1�-..1 l ,��JV• �.J11 <br /> CLOSED LID <br /> ......................._...................................._.........................................._.................._................._............................................................_......................_..............._............... <br /> ...._.._ <br /> MANHOLE TO BE ADJUSTED <br /> 60255801 W/NEW TYPE 1 FRAME, EACH 5 <br /> CLOSED LID IN PAVEMENT <br /> ....................._..................................................................................................................................................................................................................................................................... _..................._........................................................ .................................................... <br /> ' <br /> 67100100 MOBILIZATION EACH 35 ') • L 't ° <br /> : <br /> TRAFFIC CONTOL AND <br /> 70102620 PROTECTION,STRANDARD EACH 20 I Z.3 CC . 0 <br /> 701501 <br /> ...... ..... .. .. ... ...... . .... . .... ....... . ._............. .... .. <br /> 19 <br />