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BIDDER'S ITEMIZED PROPOSAL AND DECLARATIONS City of Carmel Instructions To Bidders: This form shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts shall be fully and accurately filled in and completed and notarized. Project: Towne Road: 131st Street to 146`h Street Proposal For Construction of: Reconstruction of Towne Road beginning at 131st Street and continuing North to the intersection 146th Street. Construction of roundabouts at Towne Road and 136th Street and Towne Road and 141St Street. Date: April 2, 2008 • To: City of Carmel,Indiana,Board of Public.Works and Safety BID-1 IN2004.0222.PH2.FE.DOC A U PART 1 BIDDER INFORMATION (Print) 1.1 Bidder Name: Atlas Excavating, Inc. 1.2 Bidder Address: Street Address: 4740 SwJ Sher Rnad CityWest Lafayette State: IN Zip: 47906 Phone: 765-429-4800 Fax: 765-429-6464 1.3 Bidder is a/an[mark one] Individual Partnership X Indiana Corporation Foreign(Out of State) Corporation; State: Joint Venture Other 1.4 [The following must be answered if the Bidder or any of its partners or joint venture parties is a foreign corporation. Note: To do business in or with the City of Carmel, Indiana,foreign corporations must register with the Secretary of the State of Indiana as required by the Indiana General Corporation Act as stated therein and expressed in the Attorney General's Opinion #2, dated January 23, 1958.] .1 Corporation Name: NA .2 Address: .3 Date registered with State of Indiana: .4 Indiana Registered Agent: Name: Address: BID-2 IN2004.0222.PH2.FE.DOC • I ITEMIZED BID BASE BID CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 3/2812008 ITEM • NO. DESCRIPTION UNIT QUANTITY 'Mr UNIT PRICE /�/\ I� TOTAL 1 CONSTRUCTION ENGINEERING LS 1 /71760.VV (77 7W,W 1 2 FIELD OFFICE,B MOS 15 2 WSV W i 1� 766 3 MOBILIZATION AND DEMOBILIZATION LS 1 2� Da .D0 ✓)16J'Ob. �`r--UU U 4 CLEARING RIGHT OF WAY LS 1 I bbjbba,�(� I DI\i b'OO , /�,� 5 EXCAVATION,COMMON CYS 8,656 �b ,\ I v vt`[I \ ' 6 BORROW CYS 50,893 6,UU I) .64)LI I\\. 7 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB EACH 6 I v b6 I++W INLET PROTECTION i (� 8 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 46 '-.ID �6 I\ l l�� W 9 TEMPORARY DITCH INLET PROTECTION EACH 14 1 I ,b,\ I 1 D!�D ,0% 10 TEMPORARY SILT FENCE LFT 13323 L JO Mbri ,(3D 11 TEMPORARY HORSESHOE DAM EACH 5 44 ` 'A �1 grit,��.7� 12 CULVERT PIPE PROTECTION EACH 2 k.i,, W( 'h11 :S /j 13 STRUCTURE BACKFILL CYS 4641 ft, I`�___:... ,bas,,./w 14 CHEMICAL MODIFICATION,SOILS SYS 59398 1 ID \C614')c.9) • 15 COMPACTED AGGREGATE.NO.53,BASE TON 5350 I �� 6l�J��+IJ'\\ O� )n �.`J�1 16 WIDENING WITH HMA,TYPE C TON 50 t\ '//► , I C ,[ 17 MILLING,ASPHALT,1 1/2 IN. SYS 1493 lyYY,,,))) u) /`�] `bblZ 18 HMA SURFACE,TYPE A TON 885 .VO 1 4 SO,b\ 19 HMA SURFACE,TYPE C TON 3860 Loa,DO LN., .bb ` 20 HMA INTERMEDIATE,TYPE A TON 2725 N h'^ �,\i� 21 HMA INTERMEDIATE,TYPE C TON 6215 OO (1� .1c 1 rl(10� 22 HMA BASE,TYPE C TON 17125 Lirl ,10 �(►\f �,\O 23 HMA FOR TEMPORARY PAVEMENT TON 603 6� 'or., 1,1)L-G\ W 24 HMA,TYPE C.INTERMEDIATE,OG19.Omm TON 7235 )Zo,0il ..W )' 1S BID-4a IN2004.0222.PH I.FE.DOC ITEMIZED BID BASE.BID CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 3/28/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL ( 25 ASPHALT FOR TACK COAT TON 83 �\� VP 26 DECORATIVE CONCRETE PAVEMENT,TRUCK APRON SYS 296 qq.W , 27 CURB RAMP,CONCRETE,C SYS 94 I .bb q jMLD VV 28 CURB RAMP,CONCRETE,G SYS 79 GG.UIJ / 1 ,N) 29 CURB RAMP,CONCRETE.L SYS 176 I TD,� 1 4\\ \� bo 30 SIDEWALK,CONCRETE.4 IN. SYS 46 �l �1\ I1 i 4 ,t 31 CURB,MODIFIED ROLL LFT 666 'l ' \1) ^S4`u\ 32 CURB,CONCRETE,STRAIGHT LFT 590 L� W \j,\34 I .66 33 CURB AND GUTTER,TYPE II LFT 16473 I J s3-6 lit,1 n���-c% 111�j\ 3r'3 34 CURB AND GUTTER.TYPE III LFT 15119 Ia i LS-�q� 1� JI\�ci, as 35 HMA FOR APPROACHES.TYPE B TON 424 I �J tall,J J4C. 'Alt.. �1 A 36 PCCP FOR APPROACHES,6 IN. SYS 752 /J 1 scn ►\\ �ap.N 37 MAILBOX ASSEMBLY.SINGLE EACH 12 ` I4 `JJ t J,���I1( 38 GEOTEXTILES SYS 78 \\ 1k. rlSfb 63 39 RIPRAP,REVETMENT TON 78 r) "'h LI)I I," I11 40 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 ��!�)� % (). 41 MULCHED SEEDING,T,CONVENTIONAL MIX SYS 10321 1�IO q)UALI 4) A (. 42 MULCHED SEEDING,U SYS 20642 U 1 43 WATER kGAL 88 �/� 1k.. /� .N 44 TOP SOIL CYS 9286 1 D \jam C=1 7.1 (fib,�� 45 SODDING,NURSERY SYS 22078 )^-1 / y ) r1I API 46 FIELD DRILLED HOLE IN CONCRETE EACH 1 e t)b, U&b U1 47 CULVERT,PRECAST BOX.5FT X 2 FT LFT 110 LPL '' �(1\'n {n� 48 PIPE,TYPE 4,CIRCULAR,6 IN. LFT 14190 `a� ljD IvIJ�. b 49 PIPE END SECTION,12 IN. EACH 4 I )�U 41bbb, BID-4a 1N2004.0222.PH I.FE.DOC ITEMIZED BID BASE BID CARMEL PROJECT NO.06-12 DESCRIPTION:Towne Road:131st Street to 146th Street 3/28/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE WO ,\` TOTAL 50 PIPE END SECTION.15 IN. EACH 3 I J g M I T\ 51 PIPE END SECTION.181N. EACH 2 1)1 f. 6, W 52 PIPE END SECTION,24 IN. EACH 2 I J 1 \b,6) 566,66 53 PIPE,REINFORCED CONCRETE.12 IN. LFT 4816 1�D� N\s I & 54 PIPE,REINFORCED CONCRETE.15 IN. LFT 2580 1-(1 6 OA ''`^I\ 55 PIPE,REINFORCED CONCRETE.18 IN. LFT 873 �tl 141666,c\\�] 56 PIPE,REINFORCED CONCRETE,24 IN. LFT 768 ��L�,\U � l c t L7\• 57 AGGREGATE FOR UNDERDRAINS CYS 1290 l ,UV 6'1) 58 GEOTEXTILES FOR UNDERDRAIN SYS 15400 I yt\ �� 1!\]�• 59 CASTING,ADJUST TO GRADE EACH 3 r 1�(J`J\ice I L�-�� v. b 60 CASTING,4,FURNISH AND ADJUST TO GRADE EACH 1 ��/ c- I�JJI\ JI I S ►�\ 61 INLET,J10 EACH 17 L,1 n\ 1h• ) )t4 i W6) 62 INLET,M10 EACH 34 L,fa\V\ • ►4)(�V\\� 63 CATCH BASIN,E7 EACH 5 \ ) .-6 �1 �W im,\ 64 CATCH BASIN,K10 EACH 48 `\((�� W 1 1� at6 A1\ 65 MANHOLE,C4 EACH 45 �,fb-vi W..\ \L.4 v, \�,\l 66 MANHOLE,C7 EACH 2 b 4&N)��: 1 O)���V 1�y' 67 ROAD CLOSURE SIGN ASSEMBLY EACH 12 )v\�\`Imo\ 68 TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT 9360 ) Ct 7� F' 413 1� 69 TEMPORARY PAVEMENT MESSAGE MARKING,REMOVABLE,EACH 1 1�O \ u ' b ) LANE UV 70 DETOUR ROUTE MARKER ASSEMBLY EACH 37 ``\' ` O V 4)t-t' c i 71 CONSTRUCTION SIGN,A EACH 26 Y^r��v�1 " 1%vv�ll\ 1 72 FLASHING ARROW SIGN DAY 150 Vb. \)4(\O sd t1\ 73 MAINTAINING TRAFFIC LS 1 `/I) A.(01/4� t 11!�)�7._\ 74 BARRICADE,III-B LFT 180 1b �j,� &II/J1 ^ y BID-4a IN2004.0222.PH I.FE.DOC ITEMIZED BID BASE BID CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 3/28/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE I I TOTAL i� �y 75 SIGN POST.SQUARE,1,REINFORCED ANCHOR BASE LFT 549 1 /`� I I'Ir n 6 76 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 SFT 257 n W S.A W 77 SIGN.SHEET,ENCAPSULATED LENS WITH LEGEND.0.100 SFT 132 \4 `Y\ � ^ 1� IN. u \JlJ I .3 78 IRRIGATION CONDUIT,PVC.4 IN LFT 1240 \' `.\ 1 1 Lj bj 79 DECORATIVE STREET LIGHTING,WIRING AND EACH 8 �)r V\U b� lLb�l , INSTALLATION 0,, 80 LIGHTING POWER DISTRIBUTION PANEL EACH 2 r1,SDO { )b\t\`b\ 81 HANDHOLE,INSTALL EACH 19 I 1{\�1 ,'\6 1 c00,66 82 CABLE INTERDUCT LFT 7260 a si% (/'' 1��, 83 DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 7 \r\ \ 0� 6 84 HANDHOLE,LIGHTING EACH 2 ('I 1\1U,QV�V ()6 6) 85 WIRE,NO.4,COPPER,IN PLASTIC DUCT,IN TRENCH.4 1/C LFT 1408 I 1 as p0 86 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK LFT 392 1 , /f �"� j •� LINE,8 IN. 1 l_J{1 l'%(),p( 1 v` 87 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 12065 ,� , t 88 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 2536 , Jt ' ( ' • 89 LINE,PAINT,SOLID,WHITE,4 IN. LFT 1190 • / cq'1`Vj.16 90 LINE,PAINT,SOLID,YELLOW,4 IN. LFT 2590 &e. 1 nom; 1 J(O 91 LINE,THERMOPLASTIC.SOLID,WHITE,6 IN. LFT 450 I tloW 147\ W 92 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 16468 3 l 1 (log 11 _ 93 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 ,) LFT 60 { l J ' J IN. 94 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE EACH 3 ^11 INDICATION �1�31� 95 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD EACH 3 �(k1 1,�� (ONLY) O 4}'T 96 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 17 c\', ��x 97 LINE,THERMOPLASTIC,SOLID,YELLOW,8 IN. LFT 534 \ ', I"11 ���111 U 1%-i- 98 LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN,3FT STRIPE LFT 171 \.\ t riq%,�� 3FT GAP ,.+ 99 LINE,THERMOPLASTIC,BROKEN,WHITE,121N,3FT STRIPE LFT 381 G �� ���^� 1 3FT GAP J UUU BID-4a IN2004.0222.PHI.FE.DOC ITEMIZED BID BASE BID CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 3/28/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL TRANSVERSE MARKING,THERMPLASTIC,CROSSWALK 100 LFT 640 4..,,,,8 c ��/�a 'LINE,WHITE,24 IN PAVEMENT MESSAGE MARKING.THERMOPLASTIC, (� (�Iy I 101 FISHHOOK LANE INDICATION ARROW EACH 8 l.y QJ 1 OO 102 TRANSVERSE MARKING.THERMOPLASTIC."SHARKS LFT 1000 ` ^ a �,ao,1�\ TEETH" W/ ! Uv 103 SHRUBS,24 IN. EACH 324 �,� \ 1 1 A, k-(sb�6,b3 104 DECIDOUS TREE,1 1/2 IN. EACH 13 ,�s W (4, 105 DECIDOUS TREE.2 1/2 IN. EACH 147 1�-� ( r AIVO b% 106 DECIDOUS TREE,2 IN. EACH 52 1 I \ as , \ib. �\ 107 PERENNIALS EACH 430 !•a'a. U q kill Sa 1, I D 108 GROUNDCOVER EACH 4427 Jlb,:6 Ij �n .d 109 FIRE HYDRANT.RELOCATE EACH 5 \ t,` ' I,C-3 `I\� 110 VALVE BOX,ADJUST TO GRADE EACH 16 _ y,]W lb)(1 6 111 FIRE HYDRANT,ADJUST TO GRADE EACH 7 b`s\) j(C�/� ,6\ 112 CURB BOX,ADJUST TO GRADE EACH 3 .....0.-S0.6 I ,` ,`O`6 113 MANHOLE,J4 EACH 2 ,l'�\y}\�� 1\ t �\ I b`�\6 6) 114 PIPE,REINFORCED CONCRETE,36 IN. LFT 104 SJ6\ \ iJ�b�� 1(\'\ 115 INLET,RELOCATE EACH 4 \ \N\ � q fi t,\ ` 116 LINE,REMOVE LFT 1700 ,O\ \ )r-) b\ 117 TRANSVERSE MARKING,REMOVE EACH 2 ' 1 ,l(�,\ 1 b\ 118 STEEL CONDUIT,GALVANIZED,2 IN. LFT 890 1 G^ w '%\��(\ \ TOTAL BASE BID:W .a hq Atlas Excavating, Inc. SUBMITTED BY: ..1/J ta SIGNATURE: TITLE: President ADDRESS: 4740 Swisher Road West Lafayette, IN 47906 BID-4a IN2004.0222.PH I.FE.DOC ITEMIZED BID ALTERNATE A CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 3/28/2008 ITEM NO. DESCRIPTION UNIT QUANTITY ///��UNIT PRICE 7A(1&). TOTAL 1A CONSTRUCTION ENGINEERING LS 1 '/� � ,�l 06 2A FIELD OFFICE,B MOS 15 ho(0,X6 0 �� "'S6,66 3A MOBILIZATION AND DEMOBILIZATION LS 1 X)DI�\ �\ % I ICY I bib.6I0 4A CLEARING RIGHT OF WAY LS 1 r\\�(�l� ),66 hIS�000) bk\,6) 5A EXCAVATION,COMMON CYS 8,344 '.(!1 b an'L /�1bI h tt,L\ 6A BORROW CYS 49,493 1 66 '►�►,� ^l(}�I W TEMPORARY EROSION AND SEDIMENT CONTROL,CURB I�� �� �� 7A INLET PROTECTION EACH 6 8A TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 46 '/����jj(( ea I "1 SY 1 12- 9A TEMPORARY DITCH INLET PROTECTION EACH 14 `tom\ `\� J DV6 10A TEMPORARY SILT FENCE LFT 13323 �J``W �� (t.D f 11A TEMPORARY HORSESHOE DAM EACH 5 LJY I I� �� \ . �J 12A CULVERT PIPE PROTECTION EACH 2 II.ob'� ` �` 6-I'v66 13A STRUCTURE BACKFILL CYS 4641 t ` 1\\ 1 16) 6•Ns,6) 14A CHEMICAL MODIFICATION,SOILS SYS 59398 I I I � . 15A COMPACTED AGGREGATE,NO.53,BASE TON 5350 I I ^ 11U�.J� 16A WIDENING WITH HMA,TYPE C TON 50 J�bv 1`Illsb, 17A MILLING,ASPHALT,1 1/2 IN. SYS 1493 �,1 "/W� _ �I6d , J 18A HMA SURFACE,TYPE A TON 885 pa , LDI()3,6166 19A HMA SURFACE,TYPE C TON 3219 A.�J '`I\ rlq 1`W 20A HMA INTERMEDIATE,TYPE A TON 2725 ^s:z I/�J ,f/�^\\,`\,'\I\ 21A HMA INTERMEDIATE,TYPE C TON 5146 1i,to j�,►^��'/�(v ` �6 22A HMA BASE,TYPE C TON 14163 4� W L �J LD\DI b-6 23A HMA FOR TEMPORARY PAVEMENT TON 603 W Z W 24A HMA,TYPE C,INTERMEDIATE,0G19.0mm TON 6137 lI� Y' I W 0 I ��II.JJ BID-4a I N2004.0222.PH I.FE.DOC ITEMIZED BID ALTERNATE:\ CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 3/2812008 ITEM NO. DESCRIPTION UNIT QUANTITY /� UNIT PRICE ^, ' (((�����. r �T`OTAL 25A ASPHALT FOR TACK COAT TON 73 "} 4 .6 : i eyl„1,� I\f� 26A DECORATIVE CONCRETE PAVEMENT.TRUCK APRON SYS 296 p/I q '\ ((U (,JJ000777 I It -( LLJJW 27A CURB RAMP,CONCRETE,C SYS 94 G bb �C � �1U �� 28A CURB RAMP,CONCRETE,G SYS 79 e.1.6 J�Y _c r bb 29A CURB RAMP,CONCRETE,L SYS 176 I / V bb L0 Lfb,� 30A SIDEWALK,CONCRETE,4 IN. SYS 46 ✓i 1 ) I iI(4 ,N 31A CURB,MODIFIED ROLL LFT 666 kill DI\ I ^` L ns�' b 32A CURB,CONCRETE,STRAIGHT LFT 590 vw ILJ�I \V/aI D,6 33A CURB AND GUTTER,TYPE II LFT 16473 1.b 1/1 D .a_\ ��[C .a. 34A CURB AND GUTTER,TYPE III LFT 3761 I tttU. v C7,1 �O�J,1\OV 35A HMA FOR APPROACHES,TYPE B TON 424 I 1• 149, ci 11. .ly', 36A PCCP FOR APPROACHES,6 IN. SYS 752 �J W S!� -/��� �\.V 37A MAILBOX ASSEMBLY,SINGLE EACH 12 1i (r, 0 krl%Ql bw 38A GEOTEXTILES SYS 78 `O , • ►�(b ,\� 39A RIPRAP,REVETMENT Ton 78 ��^� �\ O1.Dr) . 40A MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 c a s ,Th J c4 6C - 41A MULCHED SEEDING,T,CONVENTIONAL MIX SYS 10321 —1 . I0JV , Ia% m- ,_ 42A MULCHED SEEDING,U SYS 20642 ) ,k4` ( j 1 lJ O(� Li o 43A WATER kGAL 120 �-! -1 L-P�.C 44A TOP SOIL CYS 9574 ( O OO ( C4I (� \� 45A SODDING,NURSERY SYS 29848 /� \ _r t( ,.�C \_- 46A FIELD DRILLED HOLE IN CONCRETE EACH I d-� "`111!!!°��...]]] U1 J \U 47A CULVERT,PRECAST BOX,5FT X 2 FT LFT 110 _4' (t ab. Sloe :so 48A PIPE,TYPE 4,CIRCULAR,6 IN. LFT 14190 \.as \3o,\\^ ,d30 49A PIPE END SECTION,12 IN. EACH 4 OD� � 7 b`% .0- BID-4a IN2004.0222.I'H I.FE.DOC ITEMIZED BID ALTERNATE A CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 3/28/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE n TOTAL 50A PIPE END SECTION,15 IN. EACH 3 I ,'O'�bsO '!� ,�(�ti )• 51A PIPE END SECTION:18 IN. EACH 2 \ \!�z 000a,1r` . 52A PIPE END SECTION,24 IN. EACH 2 \„OsSi� 03 61,- V , O 53A PIPE.REINFORCED CONCRETE,12 IN. LFT 4816 4( ,D0 Ca 1` A r).a. .00 J J �1J) o` 54A PIPE.REINFORCED CONCRETE,15 IN. LFT 2580 r1 1 1 ,1 I Q ' ^1 _ . 55A PIPE,REINFORCED CONCRETE,18 IN. LFT 873 14 1 I1 k.. v�1 ClAW 56A PIPE,REINFORCED CONCRETE,24 IN. LFT 768 s O,`y. '�1jk \,0D 57A AGGREGATE FOR UNDERDRAINS CYS 1290 Li zWz '` oCi/0 58A GEOTEXTILES FOR UNDERDRAIN SYS 15400 (�v Q-9 '��vaO ,Vcc 59A CASTING,ADJUST TO GRADE EACH 3 l �t� XIC1 I ,6_„a '1 ^r\ 60A CASTING.4.FURNISH AND ADJUST TO GRADE EACH 1 r7 A Dp ,el q 61A INLET,J10 EACH 17 a,a n)Lcb co 62A INLET,M10 EACH 34 a,ao--, - 1 L4- -, J�V \\ ,6b 63A CATCH BASIN,E7 EACH 5 I`q b,\ 6\ 6, 64A CATCH BASIN,K10 EACH 48 (1 46 Ibi\ 1`1`5'C�'at .bt 65A MANHOLE,C4 EACH 45 /p�I�(\\ b- 1/yy )6bi � 6 66A MANHOLE,C7 EACH 2 l�A � iS LD'11���bo bo 67A ROAD CLOSURE SIGN ASSEMBLY EACH 12 —J c( C S bo V c1_b.b0 68A TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT 9360 cis ��Q .bi 69A TEMPORARY PAVEMENT MESSAGE MARKING,REMOVABLE,EACH 1 lab {6h lab D� LANE U ' / 70A DETOUR ROUTE MARKER ASSEMBLY EACH 37 1 a.t13 )4,4 1 L'\ .1\\ 71A CONSTRUCTION SIGN,A EACH 26 Inc S,uV -I�—�l lt, 1 lJl\'`U 72A FLASHING ARROW SIGN DAY 150 111.b \ vD.L6> 73A MAINTAINING TRAFFIC LS 1 I/) cc4ii1,Abb 11 t1C4 a,O 74A BARRICADE,III-B LFT 180 11 saC � M s w BID-4a IN20044.0222.PH I.FE.DOC ITEMIZED BID ALTERNATE A CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 3/28/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE �( TOTAL 75A SIGN POST,SQUARE.1.REINFORCED ANCHOR BASE LFT 549 I 1/�D r I i(.4 1(, SD 76A SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 SFT 257 if) bb 1 IN. vv /( /� (� 77A SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 SFT 132 I �( M / h`I� b� IN. u lJU ///��� J W 78A IRRIGATION CONDUIT.PVC,4 I LFT 1240 q ,(1 , 41). bb DECORATIVE STREET LIGHTING,WIRING AND v l 79A INSTALLATION EACH 8 V) jDD.tb ,thb\10 80A LIGHTING POWER DISTRIBUTION PANEL EACH 2 I �JT� 't\ I(/�,UVu .66 81A HANDHOLE.INSTALL EACH 19 1 I.N).tb C � �(� .�� 82A CABLE INTERDUCT LFT 7260 la VV _ 1 Uao. 1 vi 83A DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 7 \ ��2G�11� \\ I I;CI 84A HANDHOLE,LIGHTING EACH 2 y vN"LQ� I- \ 6 \ ' 1 85A WIRE,NO.4,COPPER,IN PLASTIC DUCT,IN TRENCH,4 1/C LFT 1408 \G `v �( ) ) ,16 , 86A TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK LFT 392 .A1 pj!>a LINE,8 IN. W n n JvJ 87A LINE,THERMOPLASTIC.BROKEN,WHITE,4IN. LFT 12065 `" ' y� `�b � 88A LINE,THERMOPLASTIC.SOLID,WHITE,4IN. LFT 2536 ▪ V� pJ 1 �1 ^ 89A LINE,PAINT,SOLID,WHITE,4IN. LFT 1190 ,1� Qzn D 90A LINE,PAINT,SOLID,YELLOW,4 IN. LFT 2590 .'f 64f) .S� 91A LINE,THERMOPLASTIC,SOLID,WHITE,6 IN. LFT 450 1 O\ _ Win, \ 92A LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 16468 I�� 1 a I,.L Y `ri I 93A TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 LET 60 • •J "J UU��11 ``1\\0 IN. Li.�� �c3b.�v 94A PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE EACH 3 �i\ aa�1 61\ INDICATION (("�� V ///a�� lJ• 95A PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD EACH 3 `�(1 �j\ ���'�\ (ONLY) �'(11 r l� 3 a �-J \' 96A SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 17 I '1\i� ��j//��(/ Y1 97A LINE,THERMOPLASTIC,SOLID,YELLOW,8 IN. LFT 534 \.0( UIJ �JaUC L( 98A LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN,3FT STRIPE LFT 171 � ` ^ fi 1 3FT GAP �1 U/ U 99A LINE,THERMOPLASTIC,BROKEN,WHITE,121N,3FT STRIPE-LFT 381 ci, � -/� I7�'�i� .�4 3FT GAP 6J tiJ�_. JJ BID-4a IN2004.0222.PH I.FE.DOC ITEMIZED BID ALTERNATE:\ CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 3/28/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE Au ,N)TOTAL 100A TRANSVERSE MARKING,THERMPLASTIC,CROSSWALK LFT 640 (,�LINE,WHITE,24 IN PAVEMENT MESSAGE MARKING,THERMOPLASTIC, R�(�`'�\ 4:11.D0.60 101A FISHHOOK LANE INDICATION ARROW EACH 8 �/I"' �/J 102A TRANSVERSE MARKING,THERMOPLASTIC,"SHARKS LFT 1000 1 ,� ` L `1 103A SHRUBS.24 IN. EACH 324 �t� ti\ I I ` `&I- .m 104A DECIDOUS TREE,1 1/2 IN. EACH 13 \A F\h at l 1'4 S.oi\ 105A DECIDOUS TREE,2 1/2 IN. EACH 147 \ \' V`\�V gi C)1b �L],\ 106A DECIDOUS TREE,2 IN. EACH 52 / O W\O \�� 1�,�lbJ 107A PERENNIALS EACH 430 a W t l�,O .t416 108A GROUNDCOVER EACH 4427 / \S t1 iSb C 109A FIRE HYDRANT,RELOCATE EACH 5 Sop OD ri.S00 c .0J 110A VALVE BOX,ADJUST TO GRADE EACH 16 L ^ `j' Kb'&_ 111A FIRE HYDRANT,ADJUST TO GRADE EACH 7 6 `) 1Qb 'I\\112A CURB BOX,ADJUST TO GRADE EACH 3 _ ������1111 ul�l `t\ ` Go`L'bib 113A MANHOLE,J4 EACH 2 , .4�,0i. \��� 114A PIPE,REINFORCED CONCRETE,36 IN. LFT 104 ` St M- %, O.� 115A INLET,RELOCATE EACH 4 I,,��4� i;)q.., `` 116A LINE,REMOVE LFT 1700 ` 11� , ,`�J - 117A TRANSVERSE MARKING,REMOVE EACH 2 1 OOI. .0 J�VO . 0 118A STEEL CONDUIT,GALVANIZED,2 IN. LFT 890 \ ,Oy It , h o0 TOTAL ALTERNATE BID"A": 60 UO t SUBMITTED BY: Atlas Excavating, Inc. SIGNATURE: Iril ( 10(422— TITLE: President ADDRESS: 4740 Swisher Road West Lafayette, IN 47906 BID-4a I N2004.0222.PH I.FE.DOC ITEMIZED BID A1:FERNATE B CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 3/28/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 18 CONSTRUCTION ENGINEERING LS 1 a,�I � (6 rte,(to, 2B FIELD OFFICE,B MOS 9 1)6th� '/4\ Li�b 3B MOBILIZATION AND DEMOBILIZATION LS 1 V 6 k)t vy b 4B CLEARING RIGHT OF WAY LS 1 , .0W,tU U -1�v,W 58 EXCAVATION,COMMON CYS 1,660 ((( 1 �i �\\ N,6-) 68 BORROW CYS 13,826 tai , 1\43s.,cif^1.4 TEMPORARY EROSION AND SEDIMENT CONTROL.CURB `W W 78 INLET PROTECTION EACH 3 8B TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 0 1y�, \ ^ ■�J 9B TEMPORARY DITCH INLET PROTECTION EACH 5 • 1 l7: 1()c. .bk 10B TEMPORARY SILT FENCE LFT 6265 1.7C ` 0 \A ∎_ 0Q \.Ss 11B TEMPORARY HORSESHOE DAM EACH 0 .W 12B CULVERT PIPE PROTECTION EACH 2 \ ' .4 M( DI Al 13B STRUCTURE BACKFILL CYS 1099 �. ?� �},NCI c. , 14B CHEMICAL MODIFICATION,SOILS SYS 15353 (....1/4 L.01 01 ,03 15B COMPACTED AGGREGATE,NO.53,BASE TON 225 \C.11 ,V o j >Dbc . O 16B WIDENING WITH HMA,TYPE C TON 50 1 `�� .,^ SO ,�o 17B MILLING,ASPHALT,1 1/21N. SYS 1493 a �b �, 1Sl\c •��c 18B HMA SURFACE,TYPE A TON 0 lap d� 19B HMA SURFACE,TYPE C TON 1095 Ul), ls:)0 \ ,1�^ )r,d . 3 208 HMA INTERMEDIATE,TYPE A TON 0 1,as "►o J �7 21B HMA INTERMEDIATE,TYPE C TON 1615 `,r `�1 l(\^ )`^\C j1,�`1 228 HMA BASE,TYPE C TON 4250 \ , .o 1 (""1 ` , r) C O . `o 238 HMA FOR TEMPORARY PAVEMENT TON 1614 �6 Tile.,/\�1J ` '\V 248 HMA,TYPE C,INTERMEDIATE,0G19.0mm TON 1850 r^ I .- O ck\y `•yam v�` -o BID-4a IN2004 0222PFI I.FE.DOC ITENIIZED BID ALTERNATE B CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 3/28/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 25B ASPHALT FOR TACK COAT TON 16 Na•6 1 .IL 101 'W 26B DECORATIVE CONCRETE PAVEMENT.TRUCK APRON SYS 296 01 ,�Ji ' Ca t% V-N1 ``+ 27B CURB RAMP,CONCRETE,C SYS 0 I So.M "1/ U s+ 28B CURB RAMP,CONCRETE,G SYS 0 I �����J�i J� -____, 298 CURB RAMP,CONCRETE,L SYS 176 I N a4,Gcta ri, 30B SIDEWALK,CONCRETE,4 IN. SYS 0 ��W �o 31B CURB,MODIFIED ROLL LFT 666 C "s \13a c '\ 328 CURB.CONCRETE,STRAIGHT LFT 590 c o� 13 1 ), (a-- w� 338 CURB AND GUTTER,TYPE II LFT 4352 /I��1 .Zi t 1 VWD N 34B CURB AND GUTTER,TYPE III LFT 3095 \' \ ( o �^ )_� . 1 35B HMA FOR APPROACHES,TYPE B TON 0 I I\ OSZ) C�-,+ J W 36B PCCP FOR APPROACHES,6 IN. SYS 174 I (`� -j $, 6a..03 37B MAILBOX ASSEMBLY,SINGLE EACH 2 ' ,v .. �•••:::•••�� cI ` ) 38B GEOTEXTILES SYS 17 1 -"1'l ( `� 39B RIPRAP,REVETMENT Ton 17 h C qW O '1� 40B MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 4ab$fin %i c, 41B MULCHED SEEDING,T,CONVENTIONAL MIX SYS 3036 _(4� 13x14.q\:4 42B MULCHED SEEDING,U SYS 6072 ,44 ,` `1•` ^� G 43B WATER kGAL 13 `m 71 ` `ysl.l\3 44B TOP SOIL CYS 1581 kb O\ �,ac.„ 111 CL` . , 1 45B SODDING,NURSERY SYS 3225 � , c 46B FIELD DRILLED HOLE IN CONCRETE EACH 0 �``0 �. 47B CULVERT,PRECAST BOX,5FT X 2 FT LFT 0 CI\J.\J . ... 48B PIPE,TYPE 4,CIRCULAR,6 IN. LFT 2146 1 as LQ n,\��"11� N .so 49B PIPE END SECTION,12 IN. EACH 3 .b 1' � ` ,` 'L o 1 1 1 BID-4a IN2004 0222.PHI.FE.DOC ITEMIZED BID ALTERNATE B CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 3/28/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 50B PIPE END SECTION,15 IN. EACH 1 \1 b1l,p(\ 1 `\ 51B PIPE END SECTION,18 IN. EACH I 1 labk vv� 13 a.o,\1 , 52B PIPE END SECTION,24 IN. EACH 2 11a CI'10 , c .f1\� 53B PIPE,REINFORCED CONCRETE,12 IN. LFT 1088 1 C\�11 �y iLi ak ) 54B PIPE,REINFORCED CONCRETE,151N. LFT 416 `y ` �I�JI�J 11C000).V ,a) 55B PIPE,REINFORCED CONCRETE,18 IN. LFT 232 ) ,' J1 1 `1 I�/WCI ,�1,\\� 56B PIPE,REINFORCED CONCRETE,24 IN. LFT 130 "L QD 1 r))' �•:.7S! l`JI\�)� 57B AGGREGATE FOR UNDERDRAINS CYS 189 (0 ` .k0 58B GEOTEXTILES FOR UNDERDRAIN SYS 2326 A') 4 '6 . 59B CASTING,ADJUST TO GRADE EACH 3 ►Np!oZI I�Q'(�� 60B CASTING,4,FURNISH AND ADJUST TO GRADE EACH I ��106,b 0 l�j\,W 61B INLET,J10 EACH 4 a �3 .tb % \J .W 628 INLET,M10 EACH 5 1` , O,b `\.t6 ,,�, 63B CATCH BASIN,E7 EACH 1 l �\o 1 '^ �,0- 64B CATCH BASIN,K10 EACH 8 -`,\ �bo'11D 1///�t 'a O .N 65B MANHOLE,C4 EACH 12 /y���iS� D � . ,�'`0,1'�1` 66B MANHOLE,C7 EACH 0 '/+,I3�.�` - V V�J 67B ROAD CLOSURE SIGN ASSEMBLY EACH 12 ®ll�iv"\' �]J Se. Vl' ' ^ 1o, t\1 68B TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT 0 W L7V 69B TEMPORARY PAVEMENT MESSAGE MARKING,REMOVABLE,EACH LANE 0 ` V �] 1 sO ..o ----,70B DETOUR ROUTE MARKER ASSEMBLY EACH 37 1 So bk) r J^ ('- `1.0 71B CONSTRUCTION SIGN,A EACH 12 \ CA� �v J J �c 72B FLASHING ARROW SIGN DAY 0 1 S ,Q,` ( V�J 73B MAINTAINING TRAFFIC LS I t M b. 1�,bi\O ,tom. 74B BARRICADE,Ill-B LFT 180 1.b ga�W rYI S'���J 1 BID-4a 1N2004.0222.PHI FE.DOC ITE\IIZED BID :ALTERNATE B CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 3/28/2008 ITEM NO. DESCRIPTION UNIT QUANTITY f^UNIT PRICE I ^ TOTAL 75B SIGN POST,SQUARE,1.REINFORCED ANCHOR BASE LFT 461 i}� \(� 1 A ///�� ^ S6 760 SIGN,SHEET.ENCAPSULATED LENS WITH LEGEND,0.080 SFT 195 I / ��`�•+ ,I�` IN. \ \' ^ W 77B SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 SFT 123 I� ` y, r.1��Iq`� IN.78B IRRIGATION CONDUIT.PVC,4 IN LFT 1240 ( 0 I� 4 c 798 DECORATIVE STREET LIGHTING,WIRING AND EACH 8 �� ,� ` �, INSTALLATION U 6,,,„TJ ,U„J 80B LIGHTING POWER DISTRIBUTION PANEL EACH 2 f, \ > IVY 81B HANDHOLE,INSTALL EACH 0 I,(_ r. \� ,- �) 82B CABLE INTERDUCT LFT 0 I�l `' _—___- 83B DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 4 \ 1 ,,` JJ���, UVV.W 84B HANDHOLE,LIGHTING EACH 2 t8::: ll I , 1• o 85B WIRE,NO.4,COPPER,IN PLASTIC DUCT,IN TRENCH,4 1/C LFT 1408 : 1 / I'c ,Z0 86B TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK LET 0 Vl J -� LINE,8 IN. I //0,� L.'S [y 87B LINE,THERMOPLASTIC,BROKEN,WHITE,4IN. LFT 204 �^ ax• 88B LINE,THERMOPLASTIC,SOLID,WHITE,4IN. LFT 1473 . ^ \∎ .So l 898 LINE,PAINT,SOLID,WHITE,4 IN. LFT 2862 t a a �1\ ,C ( 90B LINE,PAINT,SOLID,YELLOW,4 IN. LFT 2763 •C'7`` S 1 ^1 �JD �vs 91B LINE,THERMOPLASTIC,SOLID,WHITE,6 IN. LFT 495 I (�J`` _ ',1.D.k-k 11- 92B LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 5335 h 1 \ ,- �� . ao 936 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 LFT 0 •3� IN. '�,o ....---- PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE 1` 94B INDICATION ARROW EACH 0 I'1�� ] �= 95B PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD EACH 0 �JJ��JJ — (ONLY) Q 96B SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 17 14 ,\ _r) r /�`,`G an c) 97B LINE,THERMOPLASTIC,SOLID,YELLOW,8IN. LFT 908 I ,9 I \\QI�('(� , a% 988 LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN,3FT STRIPE- LFT 0 3FT GAP ,� 99B 3FTEGAPERMOPLASTIC,BROKEN,WHITE,121N,3FT STRIPE LFT 381 CA '.`� E,S(�Q •�� BID-4a I N2004.0222.PF1 I.FE.DOC ITEMIZED BID ALTERNATE B CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 3/28/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE /� TOTAL 1008 TRANSVERSE MARKING,THERMPLASTIC,CROSSWALK LFT 640 ,3S Q,'1aD LINE,WHITE,24 IN n�1/ J l�J 101B FISHHOOK THERMOPLASTIC, EACH 8 Ns.6t. �)� ^�'�\O FISHHOOK LANE INDICATION ARROW cTl J 6t. 1� v 102B TRANSVERSE MARKING,THERMOPLASTIC,"SHARKS LFT 1000 1 r\ \�(` TEETH" q �ab• ' 103B SHRUBS,24 IN. EACH 0 1 AA766 , �� 104B DECIDOUS TREE,1 1/2 IN. EACH 0 •N n(1 105B DECIDOUS TREE,2 1/2 IN. EACH 0 vvb476 106B DECIDOUS TREE.2 IN. EACH 0 1 I lit, b,) , 1078 PERENNIALS EACH 0 lb 108B GROUNDCOVER EACH 0 I •bA 109B FIRE HYDRANT,RELOCATE EACH 5 I ,S�o.tb ' I Q 1108 VALVE BOX,ADJUST TO GRADE EACH 16 Lek. V1) 1 )IL(601) 1118 FIRE HYDRANT,ADJUST TO GRADE EACH 7 I ,.`x`1\.1 1 sC t ,) 112B CURB BOX,ADJUST TO GRADE EACH 3 I ^`j� `1.t\ I \ ( O,11�\ 113B MANHOLE,J4 EACH 0 I`Dl,/b`lv�v�v ) �_ �J�/ 114B PIPE.REINFORCED CONCRETE,36 IN. LFT 0 ISo.W 115B INLET.RELOCATE EACH 4 \,�oo 1 ,�3� (03.6, 1166 LINE,REMOVE LFT 0 117 ,h0�+V 1j '"{ �V 117B TRANSVERSE MARKING,REMOVE EACH 0 `O\ ,__ 118B STEEL CONDUIT,GALVANIZED,2 IN. LFT 890 Gs„, lib so. TOTAL ALTERNATE BID"B": i rlg1 ✓ . r J ) SUBMITTED BY: Atlas Excavgting;,7 Inc. , SIGNATURE: �� ��y/�Z��' TITLE: President ADDRESS: 4740 Swishpr Road West Lafayette, IN 47906 BID-4a 1N2004.0222.PH I.FE.DOC • PART 4 CONTRACT DOCUMENTS AND ADDENDA 4.1 The Bidder agrees to be bound by the terms and provisions of all Contract Documents as defined in the Standard General Conditions and incorporates such Contract Documents herein by reference. 4.2 The Bidder acknowledges receipt of the following addenda: ADDENDUM NUMBER DATE . #1 03-13-08 #2 03-14-08 #3 03-25-08 #4 03-28-08 • BID-5 IN2004.0222.PH2.FE.DOC PART 5 EXCEPTIONS Instructions To Bidders: 5.1 The Bidder shall fully state each exception taken to the Specifications or other Contract Documents in Section 5.3 of this Part. 5.2 Bidder is cautioned that any exception taken by Bidder and deemed by OWNER to be a material qualification or variance from the terms of the Contract Documents may result in this Bid being rejected as non-responsive. 5.3 Exceptions: NA BID-6 IN2004.0222.PH2.FE.DOC PART 6 FINANCIAL STATEMENT • 6.1 Attachment of Bidder's financial statement is mandatory. Any Bid submitted without said financial statement as required by statute shall thereby be rendered invalid. The financial statement provided hereunder to OWNER must be specific enough in detail so that OWNER can make a proper determination of the Bidder's capability for completing the Work/Project if awarded. Information on Bidder's company and financial statement shall be consistent with the information requested on the State Board of Accounts Forms No. 96a and No. 102, entitled "Standard Questionnaires and Financial Statement for Bidders". • BID-7 IN2004.0222.PH2.FE.DOC BIDDER'S ITEMIZED PROPOSAL • AND DECLARATIONS City of Carmel Instructions To Bidders: - This form shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts shall be fully and accurately filled in and completed and notarized. Project: Towne Road: 131st Street to 1466 Street Proposal For Construction of: Reconstruction of Towne Road beginning at 131st Street and continuing North to the intersection 1466 Street. Construction of roundabouts at Towne Road and 136th Street and Towne Road and 141Sr Street. Date: APRIL 02, 2008 To: City of Carmel,Indiana,Board of Public Works and Safety BID-1 IN2004.0222.PH2.FE.DOC :J)171,`1l, _ i. PART 1 BIDDER INFORMATION (Print) df rl. 1.1 Bidder Name: E & B PAVING, INC. & GRADEX, INC. (JOINT VENTURE) 1.2 Bidder Address: Street Address: 17042 MIDDLETOWN AVE. / 3685 PRIORITY WAY S. DR. SUITE 140 E & B PAVING, INC. City: NOBLESVILLE State: INDIANA Zip:46060 GRADEX, INC. INDIANAPOLIS INDIANA 46240 E & B PAVING, INC. Phone: 317-773-4132 Fax: 317-773-4137 GRADEX, INC. 317-573-3970 317-573-3979 1.3 Bidder is a/an[mark one] Individual Partnership Indiana Corporation Foreign(Out of State) Corporation; State: X Joint Venture Other 1.4 [The following must be answered if the Bidder or any of its partners or joint venture parties is a foreign corporation. Note: To do business in or with the City of Carmel, Indiana,foreign corporations must register with the Secretary of the State of Indiana as required by the Indiana General Corporation Act as stated therein and expressed in the Attorney General's Opinion #2, dated January 23, 1958.] .1 Corporation Name: .2 Address: .3 Date registered with State of Indiana: .4 Indiana Registered Agent: Name: Address: BID-2 IN2004.0222.PH2.FE.DOC PART 2 • BID PROPOSAL 2.1 Base Bid The undersigned Bidder proposes to furnish all necessary labor, machinery, tools, apparatus, materials, equipment, service, and other necessary supplies, and to perform and fulfill all obligations incident thereto in strict accordance with and within the time(s) provided by the terms and conditions of the Contract Documents for the above described Work and Project, including any and all addenda thereto, for the Unit Prices applicable to the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by estimated unit quantities for such Contract Items, total FIVE ZILLION, FIVE FIRMED SEVENIY--FOUR 'II ND, FIVE HWERED IWIIVIY-TES DC3LIARS AND CNE CENT Dollars ($5,574,523.01 ). The Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates solely for the purpose of Bid evaluation and Contract award, and are not to be construed as exact or binding. The Bidder further understands that all Work which may result on the Contract shall be compensated for on a Unit Price basis and that the OWNER and ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to be performed or furnished under the Contract. Alternate Bid "A" The undersigned Bidder proposes to furnish all necessary labor, machinery, tools, apparatus, materials, equipment, service, and other necessary supplies, and to perform and fulfill all obligations incident thereto in strict accordance with and within the time(s) provided by the terms and conditions of the Contract Documents for the above described Work and Project, including any and all addenda thereto, for the Unit Prices applicable to the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by estimated unit quantities for such Contract Items,total FIVE MILLICN, chE FINDRED NINETY-SEVEN SID, SIX AREEFED 'IWENIY-SE'VEN DOI.IARS AND FORTY--FOUR CENTS Dollars ($5,197,627.44 ). The Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates solely for the purpose of Bid evaluation and Contract award, and are not to be construed as exact or binding. The Bidder further understands that all Work which may result on the Contract shall be compensated for on a Unit Price basis and that the OWNER and ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to be performed or furnished under the Contract. Alternate Bid "B" The undersigned Bidder proposes to furnish all necessary labor, machinery, tools, apparatus, materials, equipment, service, and other necessary supplies, and to perform and fulfill all obligations incident thereto in strict accordance with and within the time(s) provided by the terms and conditions of the Contract Documents for the above described Work and Project, including any and all addenda thereto, for the Unit Prices applicable to the Contract Items as stated in Part 3 hereof, which Unit, Prices, when multiplied by estimated unit quantities for such Contract Items, total BID-4 IN2004.0222.PH2.F'E.DOC (JIVE MIILI(N, NINE HINTED 'IWENIY-SEVEN 'REMAND, 'IWO HIND FIFTY-'1WJ DOLLARS AND FORTY-NINE CENTS Dollars ($ 1,927,252.49 ). The Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates solely for the purpose of Bid evaluation and Contract award, and are not to be construed as exact or binding. The Bidder further understands that all Work which may result on the Contract shall be compensated for on a Unit Price basis and that the OWNER and ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to be performed or furnished under the Contract. • BID-4 1N2004.0222.PH2.FE.DOC PART 3 CONTRACT ITEMS AND UNIT PRICES - CITY OF CARMEL CARMEL PROJECT NO. 06-12 TOWNE ROAD: 131st STREET TO 146TH STREET ITEM . UNIT NO. DESCRIPTION UNIT QUANTITY PRICE TOTAL BID-4 IN2004.0222.PH2.FE.DOC ITEMIZED BID BASE BID • CARMEL PROJECT NO.06-12 .-- DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM —_ , NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL i 1 CONSTRUCTION ENGINEERING LS 1 $ 76,400.00 $76,400.00 2 FIELD OFFICE,B MOS 15 $ 1,848.93 $27,733.95 / 3 MOBILIZATION AND DEMOBILIZATION LS 1 $ 281,525.00 $281,525.00 4 CLEARING RIGHT OF WAY LS 1 $ 77,000.00 $77,000.00 5 EXCAVATION,COMMON CYS 8,656 $ 35.00 $302,960.00 6 BORROW CYS 50,893 $ 7.90 $402,054.70 7 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB EACH 6 $ 80.00 $480.00 INLET PROTECTION 8 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 46 $ 52.00 $2,366.00 9 TEMPORARY DITCH INLET PROTECTION EACH 14 $ 80.00 $1,120.00 10 TEMPORARY SILT FENCE LFT 13323 $ 1.50 $19,984.50 11 TEMPORARY HORSESHOE DAM EACH 5 $ 800.00 $4,000.00 12 CULVERT PIPE PROTECTION EACH 2 $ 135.00 $270.00 13 STRUCTURE BACKFILL CYS 4641 $ 23.00 $106,743.00 14 CHEMICAL MODIFICATION,SOILS SYS 59398 $ 3.97 $235,810.06 15 COMPACTED AGGREGATE,NO.53,BASE TON 5350 $ 24.42 $130,647.00 16 WIDENING WITH HMA,TYPE C TON 50 $ 78.27 $3,913.27 17 MILLING,ASPHALT,1 1/2 IN. SYS 1493 $ 3.75 $5,598.75 18 HMA SURFACE,TYPE A TON 885 $ 80.00 $70,800.00 19 HMA SURFACE,TYPE C TON 3860 $ 70.00 $270,200.00 20 HMA INTERMEDIATE,TYPE A TON 2725 $ 50.00 $136,250.00 21 HMA INTERMEDIATE,TYPE C TON 6215 $ 50.00 $310,750.00 22 HMA BASE,TYPE C TON 17125 $ 45.00 $770,625.00 23 HMA FOR TEMPORARY PAVEMENT TON 603 $ 69.00 $41,607.00 24 HMA,TYPE C,INTERMEDIATE,OG19.Omm TON 7235 $ 50.00 $361,750.00 BID-4a IN2004.0222.PH I.FE.DOC ITEMIZED BID BASE BID CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM — - -- - - \,,.• NO. DESCRIPTION UNIT. QUANTITY UNIT PRICE TOTAL 25 ASPHALT FOR TACK COAT TON 83 $ 200.00 $16,600.00 26 DECORATIVE CONCRETE PAVEMENT,TRUCK APRON SYS 296 $ 97.00 $28,712.00 27 CURB RAMP,CONCRETE,C SYS 94 $ 125.00 $11,750.00 28 CURB RAMP,CONCRETE,G SYS 79 $ 95.00 $7,505.00 29 CURB RAMP,CONCRETE,L SYS 176 $ 90.00 $15,840.00 30 SIDEWALK,CONCRETE,4 IN. SYS 46 $ 70.00 $3,220.00 31 CURB,MODIFIED ROLL LFT 666 $ 14.50 $9,657.00 32 CURB,CONCRETE,STRAIGHT LFT 590 $ 14.50 $8,555.00 33 CURB AND GUTTER,TYPE II LFT 16473 $ 11.25 $185,321.25 34 CURB AND GUTTER,TYPE III LFT 15119 $ 11.25 $170,088.75 35 HMA FOR APPROACHES,TYPE B TON 424 $ 80.00 $33,920.00 36 PCCP FOR APPROACHES,6 IN. SYS 752 $ 50.00 $37,600.00 37 MAILBOX ASSEMBLY,SINGLE EACH 12 $ 185.00 $2,220.00 38 GEOTEXTILES SYS 78 $ 4.50 $351.00 39 RIPRAP,REVETMENT TON 78 $ 55.00 $4,290.00 40 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $ 450.00 $900.00 41 MULCHED SEEDING,T,CONVENTIONAL MIX SYS 10321 $ 0.42 $4,334.82 42 MULCHED SEEDING,U SYS 20642 $ 0.46 $9,495.32 43 WATER kGAL 88 $ 5.25 $462.00 44 TOP SOIL CYS 9286 $ 8.00 $74,288.00 45 SODDING,NURSERY SYS 22078 $ 3.31 $73,078.18 46 FIELD DRILLED HOLE IN CONCRETE EACH 1 $ 500.00 $500.00 47 CULVERT,PRECAST BOX,5FT X 2 FT LFT 110 $ 270.00 $29,700.00 48 PIPE,TYPE 4,CIRCULAR,6 IN. LFT 14190 $ 4.00 $56,760.00 49 PIPE END SECTION,12 IN. EACH 4 $ 588.00 $2,352.00 I BID-4a IN2004.0222.PH1.FE.DOC I ■ ITEMIZED BID BASE BID - CARMEL PROJECT NO.06-12 - DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM . NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 50 PIPE END SECTION,15 IN. EACH 3 $ 615.00 $1,845.00 51 PIPE END SECTION,18 IN. EACH 2 $ 670.00 $1,340.00 52 PIPE END SECTION,24 IN. EACH 2 $ 1,065.00 $2,130.00 53 PIPE,REINFORCED CONCRETE,12 IN. LFT 4816 $ 27.00 $130,032.00 54 PIPE,REINFORCED CONCRETE,15 IN. LFT 2580 $ 31.00 $79,980.00 55 PIPE,REINFORCED CONCRETE,18 IN. LFT 873 $ 33.00 $28,809.00 56 PIPE,REINFORCED CONCRETE,24 IN. LFT 768 $ 47.00 $36,096.00 57 AGGREGATE FOR UNDERDRAINS CYS 1290 $ 32.00 $41,280.00 58 GEOTEXTILES FOR UNDERDRAIN SYS 15400 $ 1.00 $15,400.00 59 CASTING,ADJUST TO GRADE EACH 3 $ 1,000.00 $3,000.00 60 CASTING,4,FURNISH AND ADJUST TO GRADE EACH 1 $ 1,300.00 $1,300.00 61 INLET,J10 EACH 17 $ 1,650.00 $28,050.00 62 INLET,M10 EACH 34 $ 1,850.00 $62,900.00 63 CATCH BASIN,E7 EACH 5 $ 1,500.00 $7,500.00 64 CATCH BASIN,K10 EACH 48 $ 1,800.00 $86,400.00 65 MANHOLE,C4 EACH 45 $ 1,800.00 • $81,000.00 66 MANHOLE,C7 EACH 2 $ 1,900.00 $3,800.00 67 ROAD CLOSURE SIGN ASSEMBLY EACH 12 $ 429.00 $5,148.00 68 TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT 9360 $ 1.60 $14,976.00 69 TEMPORARY PAVEMENT MESSAGE MARKING,REMOVABLE, EACH 1 $ 97.00 $97.00 70 DETOUR ROUTE MARKER ASSEMBLY EACH 37 $ 107.00 $3,959.00 71 CONSTRUCTION SIGN,A EACH 26 $ 185.00 $4,810.00 72 FLASHING ARROW SIGN DAY 150 $ 13.00 $1,950.00 73 MAINTAINING TRAFFIC LS 1 $ 32,422.88 $32,422.88 74 BARRICADE,III-B LFT 180 $ 18.00 $3,240.00 BID-4a IN2004.0222.PHI.FE.DOC ITEMIZED BID " , BASE BID CARMEL PROJECT NO.06-12 - _- ,_- DESCRIPTION: Towne Road:131st Street to 146th Street 41212008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 75 SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 549 $ 13.50 $7,404.75 76 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN.SFT 257 $ 17.00 $4,362.71 77 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN.SFT 132 $ 18.00 $2,376.00 78 IRRIGATION CONDUIT,PVC,4 IN LFT 1240 $ 9.00 $11,160.00 79 DECORATIVE STREET LIGHTING,WIRING AND EACH 8 $ 8,500.00 $68,000.00 INSTALLATION 80 LIGHTING POWER DISTRIBUTION PANEL EACH 2 $ 7,500.00 $15,000.00 81 HANDHOLE,INSTALL EACH 19 $ 1,100.00 $20,900.00 82 CABLE INTERDUCT LFT 7260 $ 12.00 $87,120.00 83 DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 7 $ 1,700.00 $11,900.00 84 HANDHOLE,LIGHTING EACH 2 $ 850.00 $1,700.00 85 WIRE,NO.4,COPPER,IN PLASTIC DUCT,IN TRENCH,4 1/C LFT 1408 $ 15.00 $21,120.00 86 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK LFT 392 $ 1.09 $427.28 LINE,8 IN. 87 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 12065 $ 0.20 $2,413.00 88 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 2536 $ 0.44 $1,115.84 89 LINE,PAINT,SOLID,WHITE,4 IN. LFT 1190 $ 0.45 $535.50 90 LINE,PAINT,SOLID,YELLOW,4 IN. LFT 2590 $ 0.45 $1,165.50 91 LINE,THERMOPLASTIC,SOLID,WHITE,6 IN. LFT 450 $ 1.15 $517.50 92 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 16468 $ 0.33 $5,434.44 93 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 LFT 60 $ 4.55 $273.00 94 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE EACH 3 $ 95.00 $285.00 INDICATION 95 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD EACH 3 $ 110.00 $330.00 (ONLY) 96 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 17 $ 83.50 $1,419.50 97 LINE,THERMOPLASTIC,SOLID,YELLOW,8 IN. LFT 534 $ 0.89 $475.26 98 LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN,3FT STRIPE- LFT 171 $ 2.00 $342.00 3FT GAP 99 LINE,THERMOPLASTIC,BROKEN,WHITE,12IN,3FT STRIPE LFT 381 $ 2.00 $762.00 3FT GAP BID-4a IN2004.0222.PHI.FE.DOC r ITEMIZED BID BASE BID CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 3131/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 100 TRANSVERSE MARKING,THERMPLASTIC,CROSSWALK LINE,WHITE,24 LFT 640 4 3-' 9 �yF�t 1 .z r 1 0 / O r 101 PAVEMENT MESSAGE MARKING,THERMOPLASTIC,FISHHOOK LANE EACH 8 1 ` w \ �o INDICATION ARROW 1 O.0 1 d- 0 102 TRANSVERSE MARKING,THERMOPLASTIC,"SHARKS TEETH" LFT 1000 1 0 Q kl 1 ,00 0 - 00 103 SHRUBS,24 IN. EACH 324 4 630.00 0 Z Z, . z . O 0 104 DECIDOUS TREE,1 1/2 IN. EACH 13 Z 1 S .0 O 4 Z,-1 9 S. 0 O i 105 DECIDOUS TREE,21/2 IN. EACH 147 W 9 1 0 o if S-1 , 1 S• 0c, 1 1 1' 106 DECIDOUS TREE,2 IN. EACH 52 II 3 Z S-0 4 t / I Goo . 0 107 PERENNIALS EACH 430 Z ' .e. I 4 1 0, Z' 8 -" 0 108 GROUNDCOVER EACH 4427 3Y ' • 20 44 \ L-.. r \ I b/O I L�a 109 FIRE HYDRANT,RELOCATE EACH 5 4 y r L.\0 0.00 4 Z2, 000. 00 � 110 VALVE BOX,ADJUST TO GRADE EACH 16 1 0-1 5,d 0 Al \O I ' Z O • 00 111 FIRE HYDRANT,ADJUST TO GRADE EACH 7 IT 1,Zoo,d 1 C �'4 0,900 - 00 112 CURB BOX,ADJUST TO GRADE EACH 3 -� S Q 0 0 1 1 0 so -00 113 MANHOLE,J4 EACH 2 '1P Q Q Q, 0 Q O W / gg 1 , 000. c70 114 PIPE,REINFORCED CONCRETE,36 IN. LFT 104 X11 65.0 Q Al '� r O"1 z " Q O 115 INLET,RELOCATE EACH 4 4 1, 0-1 S .Q 0 >,i , to o. O O 116 LINE,REMOVE LFT 1700 A ©- , 1 '}�f 1 1 \�', " O 0 117 TRANSVERSE MARKING,REMOVE EACH 2 Li S.O O . �y yy `l O. o 0 I 118 STEEL CONDUIT,GALVANIZED LFT 890 4 1 S. O O \ 1'S d . O O TOTAL BASE BID: 1 S 1 S—I L\ SZ. - 0 1 SUBMITTED BY: E&B Paving,Inc. & Gradex,Inc. (Joint Venture) SIGNATUREZ jr / Gary L.Stebbins Jason T.Dapp TITLE: President President ADDRESS: 17042 Middletown Avenue 3685 Priority Way South Drive.Suite 140 Noblesville,IN 46060 Indianapolis,IN 46240 s a BID-4a IN2004.0222.PHt.FE.DOC • ITEMIZED BID ALTERNATE BID CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/212008 _ • ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL - 1A CONSTRUCTION ENGINEERING LS 1 $ 76,400.00 $76,400.00 2A FIELD OFFICE,B MOS 15 $ 1,848.93 $27,733.95 3A MOBILIZATION AND DEMOBILIZATION LS 1 $ 262,600.00 $262,600.00 4A CLEARING RIGHT OF WAY LS 1 $ 77,000.00 $77,000.00 5A EXCAVATION,COMMON CYS 8,344 $ 35.75 $298,298.00 6A BORROW CYS 49,493 $ 7.90 $390,994.70 7A TEMPORARY EROSION AND SEDIMENT CONTROL,CURB EACH 6 $ 80.00 $480.00 INLET PROTECTION 8A TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 46 $ 52.00 $2,366.00 9A TEMPORARY DITCH INLET PROTECTION EACH 14 $ 80.00 $1,120.00 10A TEMPORARY SILT FENCE LFT 13323 $ 1.50 $19,984.50 11A TEMPORARY HORSESHOE DAM EACH 5 $ 800.00 $4,000.00 12A CULVERT PIPE PROTECTION EACH 2 $ 135.00 $270.00 13A STRUCTURE BACKFILL CYS 4641 $ 23.00 $106,743.00 14A CHEMICAL MODIFICATION,SOILS SYS 59398 $ 3.97 $235,810.06 15A COMPACTED AGGREGATE,NO.53,BASE TON 5350 $ 23.50 $125,725.00 16A WIDENING WITH HMA,TYPE C TON 50 $ 80.00 $4,000.00 17A MILLING,ASPHALT,1 1/2 IN. SYS 1493 $ 3.75 $5,598.75 18A HMA SURFACE,TYPE A TON 885 $ 80.00 $70,800.00 19A HMA SURFACE,TYPE C TON 3219 $ 70.00 $225,330.00 20A HMA INTERMEDIATE,TYPE A TON 2725 $ 45.00 $122,625.00 21A HMA INTERMEDIATE,TYPE C TON 5146 $ 50.00 $257,300.00 22A HMA BASE,TYPE C TON 14163 $ 45.00 $637,335.00 23A HMA FOR TEMPORARY PAVEMENT TON 603 $ 70.00 $42,210.00 24A HMA,TYPE C,INTERMEDIATE,OG19.Omm TON 6137 $ 50.00 $306,850.00 BID-4a IN2004.0222.PHI.FE.DOC ■ ITEMIZED BID ALTERNATE BID - �` CARMEL PROJECT NO.06-12 . ,, DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 _ ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 25A ASPHALT FOR TACK COAT TON 73 $ 200.00 $14,600.00 26A DECORATIVE CONCRETE PAVEMENT,TRUCK APRON SYS 296 $ 90.00 $26,640.00 27A CURB RAMP,CONCRETE,C SYS 94 $ 140.00 $13,160.00 28A CURB RAMP,CONCRETE,G SYS 79 $ 100.00 $7,900.00 29A CURB RAMP,CONCRETE,L SYS 176 $ 90.00 $15,840.00 30A SIDEWALK,CONCRETE,4 IN. SYS . 46 $ 70.00 $3,220.00 31A CURB,MODIFIED ROLL LFT 666 $ 14.50 $9,657.00 32A CURB,CONCRETE,STRAIGHT LFT 590 $ 14.80 $8,732.00 33A CURB AND GUTTER,TYPE II LFT 16473 $ 11.00 $181,203.00 34A CURB AND GUTTER,TYPE III LFT 3761 $ 15.00 $56,415.00 35A HMA FOR APPROACHES,TYPE B TON 424 $ 70.00 $29,680.00 36A PCCP FOR APPROACHES,6 IN. SYS 752 $ 50.00 $37,600.00 37A MAILBOX ASSEMBLY,SINGLE EACH 12 $ 185.00 $2,220.00 38A GEOTEXTILES SYS 78 $ 4.50 $351.00 39A RIPRAP,REVETMENT Ton 78 $ 55.00 $4,290.00 40A MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $ 450.00 $900.00 41A MULCHED SEEDING,T,CONVENTIONAL MIX SYS 10321 $ 0.42 $4,334.82 42A MULCHED SEEDING,U SYS 20642 $ 0.46 $9,495.32 43A WATER kGAL 120 $ 5.25 $630.00 44A TOP SOIL CYS 9574 $ 8.00 $76,592.00 45A SODDING,NURSERY SYS 29848 $ 3.31 $98,796.88 46A FIELD DRILLED HOLE IN CONCRETE EACH 1 $ 500.00 $500.00 47A CULVERT,PRECAST BOX,5FT X 2 FT LFT 110 $ 270.00 $29,700.00 48A PIPE,TYPE 4,CIRCULAR,6 IN. LFT 14190 $ 4.00 $56,760.00 49A PIPE END SECTION,12 IN. EACH 4 $ 588.00 $2,352.00 BID-4a IN2004.0222.P111.FE.DOC / ITEMIZED BID ALTERNATE BID _ . CARMEL PROJECT NO.06-12 - _.-- DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 _ • ITEM .. NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 50A PIPE END SECTION,15 IN. EACH 3 $ 615.00 $1,845.00 51A PIPE END SECTION,18 IN. EACH 2 $ 670.00 $1,340.00 52A PIPE END SECTION,24 IN. - EACH 2 $ 1,065.00 $2,130.00 53A PIPE,REINFORCED CONCRETE,12 IN. LFT 4816 $ 27.00 $130,032.00 54A PIPE,REINFORCED CONCRETE,15 IN. LFT 2580 $ 31.00 $79,980.00 55A PIPE,REINFORCED CONCRETE,18 IN. LFT 873 $ 33.00 $28,809.00 56A PIPE,REINFORCED CONCRETE,24 IN. LFT 768 $ 47.00 $36,096.00 57A AGGREGATE FOR UNDERDRAINS CYS 1290 $ 32.00 $41,280.00 58A GEOTEXTILES FOR UNDERDRAIN SYS 15400 $ 1.00 $15,400.00 59A CASTING,ADJUST TO GRADE EACH 3 $ 1,000.00 $3,000.00 60A CASTING,4,FURNISH AND ADJUST TO GRADE EACH 1 $ 1,300.00 $1,300.00 61A INLET,J10 EACH 17 $ 1,650.00 $28,050.00 62A INLET,M10 EACH 34 $ 1,850.00 $62,900.00 63A CATCH BASIN,E7 EACH 5 $ 1,500.00 $7,500.00 64A CATCH BASIN,K10 EACH 48 $ 1,800.00 $86,400.00 65A MANHOLE,C4 EACH 45 $ 1,800.00 $81,000.00 66A MANHOLE,C7 EACH 2 $ 1,900.00 $3,800.00 67A ROAD CLOSURE SIGN ASSEMBLY EACH 12 $ 429.00 $5,148.00 68A TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT 9360 $ 1.60 $14,976.00 69A TEMPORARY PAVEMENT MESSAGE MARKING,REMOVABLE, EACH 1 $ 97.00 $97.00 70A DETOUR ROUTE MARKER ASSEMBLY EACH 37 $ 107.00 $3,959.00 71A CONSTRUCTION SIGN,A EACH 26 $ 185.00 $4,810.00 72A FLASHING ARROW SIGN DAY 150 $ 13.00 $1,950.00 73A MAINTAINING TRAFFIC LS 1 $ 90,472.88 $90,472.88 74A BARRICADE,III-B LFT 180 $ 18.00 $3,240.00 BID-4a IN2004.0222.PH1.FE.DOC 1 './...-- f ITEMIZED BID ALTERNATE BID CARMEL PROJECT NO.06-12 _ __ .- DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 _ ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 75A SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 549 $ 13.50 $7,404.75 76A SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN. SFT 257 $ 17.00 $4,362.71 77A SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN. SFT 132 $ 18.00 $2,376.00 78A IRRIGATION CONDUIT,PVC,4 IN LFT 1240 $ 9.00 $11,160.00 79A DECORATIVE STREET LIGHTING,WIRING AND INSTALLATION EACH 8 $ 8,500.00 $68,000.00 80A LIGHTING POWER DISTRIBUTION PANEL EACH 2 $ 7,500.00 $15,000.00 81A HANDHOLE,INSTALL EACH 19 $ 1,100.00 $20,900.00 82A CABLE INTERDUCT LFT 7260 $ 12.00 $87,120.00 83A DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 7 $ 1,700.00 $11,900.00 84A HANDHOLE,LIGHTING EACH 2 $ 850.00 $1,700.00 85A WIRE,NO.4,COPPER,IN PLASTIC DUCT,IN TRENCH,4 1/C LFT 1408 $ 15.00 $21,120.00 86A TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK LFT 392 $ 1.09 $427.28 LINE,8 IN. 87A LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 12065 $ 0.20 $2,413.00 88A LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 2536 $ 0.44 $1,115.84 89A LINE,PAINT,SOLID,WHITE,4 IN. LFT 1190 $ 0.45 $535.50 90A LINE,PAINT,SOLID,YELLOW,4 IN. LFT 2590 $ 0.45 $1,165.50 91A LINE,THERMOPLASTIC,SOLID,WHITE,6 IN. LFT 450 $ 1.15 $517.50 92A LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 16468 $ 0.33 $5,434.44 93A TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 LFT 60 $ 4.55 $273.00 94A PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE EACH 3 $ 95.00 $285.00 INDICATION 95A PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD EACH 3 $ 110.00 $330.00 (ONLY) 96A SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 17 $ 83.50 $1,419.50 97A LINE,THERMOPLASTIC,SOLID,YELLOW,8 IN. LFT 534 $ 0.89 $475.26 98A LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN,3FT STRIPE LFT 171 $ 2.00 $342.00 3FT GAP 99A LINE,THERMOPLASTIC,BROKEN,WHITE,12IN,3FT STRIPE LFT 381 $ 2.00 $762.00 3FT GAP BID-4a IN2004.0222.PHI.FE.DOC ITEMIZED BID ALTERNATE BID CARMEL PROJECT NO.06.12 • DESCRIPTION: Towne Road:131st Street to 146th Street 3/31/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE •7 TOTAL Z9 Z 100A TRANSVERSE MARKING,THERMPLASTIC,CROSSWALK LINE,WHITE,24 IN LFT 640 14, 3- * ,I D S .6,d 101A IN ADICATINT ARROW E MARKING,THERMOPLASTIC,FISHHOOK LANE EACH 8 41. 1 l 0-O o 1, S Z 0 •0 d 102A TRANSVERSE MARKING,THERMOPLASTIC,'SHARKS TEETH' LFT 1000.4 1,Q Q $ \ I o 0 0• 0 0 103A SHRUBS,24 IN. EACH 324 41 6.8- 0 0 { Z.2 I 03 Z. d Q 104A DECIDOUS TREE,1 1/2 IN. EACH 13 4 "al S .0 d IV Z ;115 . 0o 105A DECIDOUS TREE,21/2 IN. EACH 147 A 3 1 LI.0 0 .i1 S-1 1 1 S _b Q 106A DECIDOUS TREE,2 IN. EACH 52 1 325.0,0 s 6 ,6\ 00 . 00 107A PERENNIALS EACH 430 4 23.0 I 4 1 0, 73 S-3 O 108A GROUNDCOVER EACH 442711 --a O 4 1 I \ 1 6, y O 109A FIRE HYDRANT,RELOCATE EACH 5 il y M 0 O.o 0 -4 ' Z t ® d 0- O Q 110A VALVE BOX,ADJUST TO GRADE EACH 16 LI S•O O If 1 0,3 Z - 0 O 111A FIRE HYDRANT,ADJUST TO GRADE EACH 7# \ 'z b O.0 o e, yD0. 00 112A CURB BOX,ADJUST TO GRADE EACH 3 4 3 So.00 . \ , O S O. 0 O 113A MANHOLE,J4 EACH 2 4 3 00 O.00 ..it 67,0 0 0_ 0 0 114A PIPE,REINFORCED CONCRETE,36 IN. LFT 104 4 Gs .0 O 4 b.---t Z• o(3 115A INLET,RELOCATE EACH 4 4 1 ,0, S•0 0 1 y ,300. nO 116A LINE,REMOVE LFT 1700 dq ©- 1 \ , \ •C'0 117A TRANSVERSE MARKING,REMOVE EACH 2 al, \ S .0 0 X10. 00 118A STEEL CONDUIT,GALVANIZED LFT 890 ctk 1 S .0 O * \ ,.-- S 0- 00 TOTAL ALTERNATE A BID: S,\. \-1 t (01-1 .99 SUBMITTED BY: E&B Paving,Inc. & Gradex,Inc. (Joint Venture) SIGNATURE:1 r _ C. w ` I Gary L.Stebbins Jaso T.Dapp TITLE: President President ADDRESS: 17042 Middletown Avenue 3685 Priority Way South Drive,Suite 140 = Noblesville,IN 46060 Indianapolis,IN 46240 BID-4a IN2004.0222.PHI.FE.DOC 'i ITEMIZED BID . ALTERNATE BID B - CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/1/2008 ITEM - NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 1B CONSTRUCTION ENGINEERING LS 1 $ 23,500.00 $23,500.00 2B FIELD OFFICE,B MOS 9 $ 1,956.86 $17,611.74 3B MOBILIZATION AND DEMOBILIZATION LS 1 $ 96,400.00 $96,400.00 4B CLEARING RIGHT OF WAY LS 1 $ 75,000.00 $75,000.00 5B EXCAVATION,COMMON CYS 1,660 $ 50.00 $63,000.00 6B BORROW CYS 13,826 $ 22.60 $312,467.60 7B TEMPORARY EROSION AND SEDIMENT CONTROL,CURB EACH 3 $ 80.00 $240.00 INLET PROTECTION 8B TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 0 $ 100.00 $0.00 9B TEMPORARY DITCH INLET PROTECTION EACH 5 $ 80.00 $400.00 10B TEMPORARY SILT FENCE LFT 6265 $ 1.50 $9,397.50 11B TEMPORARY HORSESHOE DAM EACH 0 $ 1,000.00 $0.00 12B CULVERT PIPE PROTECTION EACH 2 $ 135.00 $270.00 13B STRUCTURE BACKFILL CYS 1099 $ 25.00 $27,475.00 14B CHEMICAL MODIFICATION,SOILS SYS 15353 $ 4.35 $66,785.55 15B COMPACTED AGGREGATE,NO.53,BASE TON 225 $ 30.00 $6,750.00 16B WIDENING WITH HMA,TYPE C TON 50 $ 78.00 $3,900.00 17B MILLING,ASPHALT,1 1/2 IN. SYS 1493 $ 3.50 $5,225.50 18B HMA SURFACE,TYPE A TON 0 $ 100.00 $0.00 19B HMA SURFACE,TYPE C TON 1095 $ 75.00 $82,125.00 20B HMA INTERMEDIATE,TYPE A TON 0 $ 100.00 $0.00 2113 HMA INTERMEDIATE,TYPE C TON 1615 $ 55.00 $88,825.00 22B HMA BASE,TYPE C TON 4250.$ 45.00 $191,250.00 238 HMA FOR TEMPORARY PAVEMENT TON 1614 $ 60.00 $96,840.00 24B HMA,TYPE C,INTERMEDIATE,OG19.Omm TON 1850 $ 55.00 $101,750.00 BID-4a IN2004.0222.PHI.FE.DOC ITEMIZED BID _ _ ALTERNATE BID B ti -CARMEL PROJECT NO.06-12 _ DESCRIPTION: Towne Road:131st Street to 146th Street 4/1/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 25B ASPHALT FOR TACK COAT TON 16 $ 200.00 $3,200.00 26B DECORATIVE CONCRETE PAVEMENT,TRUCK APRON SYS 296 $ 97.00 $28,712.00 27B CURB RAMP,CONCRETE,C SYS 0 $ 100.00 $0.00 28B CURB RAMP,CONCRETE,G SYS 0 $ 100.00 $0.00 29B CURB RAMP,CONCRETE,L SYS 176 $ 95.00 $16,720.00 30B SIDEWALK,CONCRETE,4 IN. SYS 0 $ 100.00 $0.00 31B CURB,MODIFIED ROLL LFT 666 $ 14.75 $9,823.50 32B CURB,CONCRETE,STRAIGHT LFT 590 $ 14.75 $8,702.50 33B CURB AND GUTTER,TYPE II LFT 4352 $ 11.00 $47,872.00 348 CURB AND GUTTER,TYPE III LFT 3095 $ 15.00 $46,425.00 35B HMA FOR APPROACHES,TYPE B TON 0 $ 100.00 $0.00 36B PCCP FOR APPROACHES,6 IN. SYS 174 $ 54.00 $9,396.00 37B MAILBOX ASSEMBLY,SINGLE EACH 2 $ 185.00 $370.00 38B GEOTEXTILES SYS 17 $ 5.00 $85.00 39B RIPRAP,REVETMENT Ton 17 $ 60.00 $1,020.00 40B MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $ 450.00 $900.00 41B MULCHED SEEDING,T,CONVENTIONAL MIX SYS .3036 $ 0.45 $1,366.20 42B MULCHED SEEDING,U SYS 6072 $ 0.50 $3,036.00 43B WATER kGAL 13 $ 5.00 $65.00 44B TOP SOIL CYS 1581 $ 10.00 $15,810.00 45B SODDING,NURSERY SYS 3225 $ 3.50 $11,287.50 - 46B FIELD DRILLED HOLE IN CONCRETE EACH 0 $ 500.00 $0.00 47B CULVERT,PRECAST BOX,5FT X 2 FT LFT 0 $ 280.00 $0.00 48B PIPE,TYPE 4,CIRCULAR,6 IN. LFT 2146 $ 4.00 $8,584.00 49B PIPE END SECTION,12 IN. EACH 3 $ 588.00 $1,764.00 BID-4a IN2004.0222.PH1.FE.DOC r /i ITEMIZED BID - ALTERNATE BID B CARMEL PROJECT NO.06-12 . DESCRIPTION: Towne Road:131st Street to 146th Street 4/1/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 50B PIPE END SECTION,15 IN. EACH 1 $ 615.00 $615.00 515 PIPE END SECTION,18 IN. EACH 1 $ 670.00 $670.00 52B PIPE END SECTION,24 IN. EACH 2 $ 1,065.00 $2,130.00 53B PIPE,REINFORCED CONCRETE,12 IN. LFT 1088 $ 28.00 $30,464.00 54B PIPE,REINFORCED CONCRETE,15 IN. LFT 416 $ 32.00 $13,312.00 55B PIPE,REINFORCED CONCRETE,18 IN. LFT 232 $ 34.00 $7,888.00 56B PIPE,REINFORCED CONCRETE,24 IN. LFT 130 $ 48.00 $6,240.00 57B AGGREGATE FOR UNDERDRAINS CYS 189 $ 33.00 $6,237.00 58B GEOTEXTILES FOR UNDERDRAIN SYS 2326 $ 1.00 $2,326.00 • 59B CASTING,ADJUST TO GRADE EACH 3 $ 1,000.00 $3,000.00 60B CASTING,4,FURNISH AND ADJUST TO GRADE EACH 1 $ 1,300.00 $1,300.00 61B INLET,J10 EACH 4 $ 1,650.00 $6,600.00 62B INLET,M10 EACH 5 $ 1,850.00 $9,250.00 63B CATCH BASIN,E7 EACH 1 $ 1,500.00 $1,500.00 64B CATCH BASIN,K10 EACH 8 $ 1,800.00 $14,400.00 65B MANHOLE,C4 EACH 12 $ 1,800.00 $21,600.00 66B MANHOLE,C7 EACH 0 $ 2,000.00 $0.00 67B ROAD CLOSURE SIGN ASSEMBLY EACH 12 $ 225.00 $2,700.00 68B TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT 0 $ 0.91 $0.00 695 TTAEME ORARY PAVEMENT MESSAGE MARKING,REMOVABLE, EACH 0 $ 150.00 $0.00 70B DETOUR ROUTE MARKER ASSEMBLY EACH 37 $ 115.00 $4,255.00 71B CONSTRUCTION SIGN,A EACH 12 $ 175.00 $2,100.00 72B FLASHING ARROW SIGN DAY 0 $ 14.00 $0.00 73B MAINTAINING TRAFFIC LS 1 $ 64,668.31 $64,668.31 748 BARRICADE,III-B LFT 180 $ 16.00 $2,880.00 BID-4a IN2004.0222.PH1.FE.DOC ,i1 ITEMIZED BID ALTERNATE BID B �' CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/1/2008 _' ITEM - NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 75B SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 461 $ 13.50 $6,223.50 76B SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN. SFT 195 $ 17.00 $3,315.00 77B SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN. SFT 123 $ 18.00 $2,214.00 78B IRRIGATION CONDUIT,PVC,4 IN LFT 1240 $ 9.00 $11,160.00 79B DECORATIVE STREET LIGHTING,WIRING AND INSTALLATION EACH 8 $ 8,500.00 $68,000.00 80B LIGHTING POWER DISTRIBUTION PANEL EACH 2 $ 7,500.00 $15,000.00 81B HANDHOLE,INSTALL EACH 0 $ 1,100.00 $0.00 82B CABLE INTERDUCT LFT 0 $ 12.00 $0.00 83B DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 4 $ 1,700.00 $6,800.00 84B HANDHOLE,LIGHTING EACH 2 $ 850.00 $1,700.00 85B WIRE,NO.4,COPPER,IN PLASTIC DUCT,IN TRENCH,4 1/C LFT 1408 $ 15.00 $21,120.00 86B TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK LFT 0 $ 2.57 $0.00 LINE,8 IN. 87B LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 204 $ 2.00 $408.00 1 88B LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 1473 $ 0.58 $854.34 89B LINE,PAINT,SOLID,WHITE,4 IN. LFT 2862 $ 0.32 $915.84 90B LINE,PAINT,SOLID,YELLOW,4 IN. LFT 2763 $ 0.32 $884.16 91B LINE,THERMOPLASTIC,SOLID,WHITE,6 IN. LFT 495 $ 2.05 $1,014.75 92B LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 5335 $ 0.58 $3,094.30 93B TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 LFT 0 $ 4.55 $0.00 94B PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE EACH 0 $ 90.00 $0.00 INDICATION 95B PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD EACH 0 $ 120.00 $0.00 (ONLY) 96B SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 17 $ 83.50 $1,419.50 97B LINE,THERMOPLASTIC,SOLID,YELLOW,8 IN. LFT 908 $ 2.40 $2,179.20 98B LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN,3FT STRIPE LFT 0 $ 2.20 $0.00 3FT GAP 99B LINE,THERMOPLASTIC,BROKEN,WHITE,12IN,3FT STRIPE LFT 381 $ 3.00 $1,143.00 3FT GAP BID-4a IN2004.0222.PHI.FE.DOC • ITEMIZED BID ALTERNATE BID B CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 3/31/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 1008 TRANSVERSE MARKING,THERMPLASTIC,CROSSWALK LINE,WHITE,24 IN LFT 640 L-1.30 z � 5 z- c) 101 B PAVEMENT MESSAGE MARKING,THERMOPLASTIC,FISHHOOK LANE EACH 8 y� 0 e 00 .1 z I t--� L-� o b INDICATION ARROW 'Y / 102B TRANSVERSE MARKING,THERMOPLASTIC,"SHARKS TEETH' LFT 1000 if 6- I 0 4 6 � 0 Q .Q 0 103B SHRUBS,24 IN. EACH 0 A l 8.0 O �g , Ob 104B DECIDOUS TREE,1 112 IN. EACH 0 Z I S•0 0 '+( 0, Q Q 105B DECIDOUS TREE,2 1/2 IN. EACH 0 3q 5.0 Q 4 Q O C) ��}} 106B DECIDOUS TREE,2 IN. EACH 0 -�q 3z 5•d0 Q • 107B PERENNIALS EACH 0 Z �'. D 1 4 � •O O 108B GROUNDCOVER EACH 0 -z 0 0 0 109B FIRE HYDRANT,RELOCATE EACH 5 A\ t) ,'-\o o.oc 7 Z I O C) 0• b Q 1108 VALVE BOX,ADJUST TO GRADE EACH 16 / 1- S•0 0 1C�c_D , CC). O CD 1118 FIRE HYDRANT,ADJUST TO GRADE EACH 7 ,p `IzC3 D.00 ' 8 ©c.• C) Q 112B CURB BOX,ADJUST TO GRADE EACH 3 3 5 b•oo 1,050 . 00 113B MANHOLE,J4 EACH 0 3,000.00 'A Q 0 Q• 114B PIPE,REINFORCED CONCRETE,36 IN. LFT 0 41 GB O 0 ' O ,CD Q 1158 INLET,RELOCATE EACH 4 � (1 C)-1 5,0 0 A) L` 13 0 0. 100' 116B LINE,REMOVE LFT 0 O-L.{Q - Q •CO 0 117B TRANSVERSE MARKING,REMOVE EACH 0 '� 5 O.0 0 4' © O • C� 1 1188 STEEL CONDUIT,GALVANIZED LFT 890 15,o Q 1 3 1'.S Q .Q d TOTAL ALTERNATE B BID: \ 1 1 -1 t Z S Z-L SUBMITTED BY: E&B Paving,Inc. & Gradex,Inc. (Joint Venture) SIGNATURE: f Cam^' ./ ary L.Stebbins Jas Dapp TITLE: President President • ADDRESS: 17042 Middletown Avenue 3685 Priority Way South Drive,Suite 140 Noblesville,IN 46060 Indianapolis,IN 46240 BID-4a 1N2004.0222.PHI.FE.DOC PART 4 CONTRACT DOCUMENTS AND ADDENDA 4.1 The Bidder agrees to be bound by the terms and provisions of all Contract Documents as defined in the Standard General Conditions and incorporates such Contract Documents herein by reference. 4.2 The Bidder acknowledges receipt of the following addenda: ADDENDUM NUMBER DATE 1 MARCH 13, 2008 2 MARCH 14, 2008 3 MARCH 25, 2008 4 MARCH 28, 2008 BID-5 IN2004.0222.PH2.FE.DOC J CITY OF CARMEL ADDENDUM NO. 1 ——Towne Road-P-hase-l- _ Project. No. 06-12 March 13, 2008 To All Plan Buyers of Record: Item 1: This is to advise all bidders that PART 3 -CONTRACT ITEMS AND UNIT PRICES has been revised to include additional and revised bid items and is included with this ADDENDUM NO. 1 The following summarizes the changes to the Itemized Bid Base Bid Item#2 &Alternate Bid Item#2A has been revised to be "FIELD OFFICE, B" The quantity for Base Bid Item # 5 & Alternate Bid Item # 5A has been revised The quantity for Base Bid Item # 6 & Alternate Bid Item # 6A has been revised The quantity for Base Bid Item # 13 & Alternate Bid Item # 13A has been revised The quantity for Base Bid Item # 38 &Alternate Bid Item # 38A has been revised The quantity for Base Bid hem# 39 & Alternate Bid Item # 39A has been revised • The quantities for Base Bid Item #'s 49 through 50 &Alternate Bid Item#'s 49A through 50A have been revised The quantities for Base Bid Item #'s 53 through 55 &Alternate Bid Item#'s 53A through 55A have been revised The quantities for Base Bid Item #'s 62 through 65 & Alternate Bid Item#'s 62A through 65A have been revised Base Bid Item# 113 & Alternate Bid Item 113A-Manhole, J4 has been added Base Bid Item# 114 &Alternate Bid Item# 114A-Pipe, Reinforced Concrete, 36 IN has been added Base Bid Item# 115 & Alternate Bid Item# 115A-Inlet, Relocate has been added Please substitute the attached Itemized Bid for the Itemized Bid that now appears in your copy of the bidding document. Item 2: This notice is to advise all bidders that SP-4 Clearing Right-of--Way has been revised. Please substitute the attached SP-4 with the one in your copy of the contract book. Item 3: This notice is to advise all bidders that SP-28 Alternate Bid has been revised. Please substitute the attached SP-28 with the one in your copy of the contract book. A detail showing the typical section for the alternate bid has been added • P:\IN2004\0222\E.Reports_Specs\Specs\Phase IPAddendum#t\Addendum 1.doc MRR-14-2008 08:47 STRUCTUREPOINT 3175430270 P.01/03 CITY OF CARMEL ADDENDUM NO. 2 Towne Road Phase 11 Project. No. 06-12 March 14. 2008 To All Plan Buyers of Record: • item I.: This is to advise all bidders that the Notice to Bidders ibr the above mentioned project has been revised. Sealed bids for this project will he received by 10:00 AM Local Time on or before April 2, 2008. A revised Notice to Bidders has been included. Please insert the attached NTB in your copy of the contract book Item 2: This is to advise all bidders that Alternate Bid "B" will be added to the contract in a forthcoming addendum. This alternate bid will be for only the construction of the roundabouts at 136th & 141't Streets. Details will be provided in an upcoming addendum. Item 3: Clarification: I I x 17 hard copy plans from Addendum I will be issued by mail to all plan holders on record. Item 4: The question and comment period for this project has been extended to March 26. Should you desire to submit a bid, please do so on the basis of the information set out above. J. Samuel Balog,PE American Structurepoint, Inc. 317-547-5580 Fax: 317-543-0270 PLEASE ACKNOWLEDGE THIS CONTRACT REVISION IN THE CONTRACT DOCUMENTS BEFORE SUBMITTING YOUR BID P:\lN200410222\ti.Reports Spccsl5pccs\Phrase ll\Addendum ll2\Addcndum 2.duc LIAR-26-2008 09 29 P[]I•NT 3175430270 P.01/29 CITY OF CARMEL ADDENDUM NO. 3 Towne Road Phase 11 Project.No. 06-12 March 25,2008 • To All Plan Buyers of Record; Item 1: This is to advise all bidders that PART 3—CONTRACT ITEMS AND UNIT PRICES has been revised to include additional and revised bid items and is included with this ADDENDUM NO. 3 The following summarizes the changes to the Itemized Bid Base Bid Item # 116&Alternate Bid Item# 116A—LINE, REMOVE has been added Base Bid Item## 117 &Alternate Bid item it 117A — TRANSVERSE MARKING,REMOVE has been added Base Bid item# 118 &Alternate Bid Item # 118A—STEEL CONDUIT, GALVANIZED,2 IN_has been added Alternate Bid "B" has been added. Alternate Bid Item numbers 1B to 1188 have been added Please substitute the attached Itemized Bid for the Itemized Bid that now appears in your copy of the bidding document. Item 2: This notice is to advise all bidders that SP-1 Existing Conditions has been revised. Please substitute the attached SP-I with the one in your copy of the contract book. Item 3: This notice is to advise all bidders that SP-2 Construction Scheduling has been revised. Please substitute the attached SP-2 with the one in your copy of the contract book. item 4: This notice is to advise all bidders that SP-28 Alternate Bid has been revised. Please substitute the attached SP-28 with the one in your copy of the contract book. Alternate Bid"B"has been added to the contract. This alternate is for the construction of only the roundabouts at 136th and 141st Streets. Item 5: This notice is to advise all plan holders that the Instruction to Bidders has been revised. The Final Project Completion Date has been revised to July 31,2009. Please substitute the attached sheet ITB-2 with the sheet in your copy of the contract book. Item 6: The following list of questions has been received. Responses are provided. Question I_ Is steel conduit required for the lighting conduits underneath pavement? Response: Any conduit that is placed under pavement will need to be steel conduit. Item# 118 STEEL CONDUIT,GALVANIZED,2 IN. has been added to the contract Question 2;Does the surface course need to be placed prior to opening the new road to traffic? Response: The roundabouts must have the final surface and pavement markings placed prior to allowing traffic on them. All other areas will be allowed to open prior to placing final surface. The cost of any temporary pavement markings required due to not MAR-28-2008 15 01 STRUCTUREPOINT 3175430270 P.01/22 CITY OF CARMEL ADDENDUM NO. 4 Towne Road Phase 11 Project. No. 06-12 March 28, 2008 To All Plan Buyers of Record: Item 1: This is to advise all bidders that PART 3 —CONTRACT ITEMS AND UNIT PRICES has been revised to include additional and revised bid items and is included with this ADDENDUM NO.4 The following summarizes the changes to the Itemized Bid The quantity for Base Bid Item # 9 &Alternate Bid Item# 9A has been revised The quantity for Base Bid Item # 11 &Alternate Bid Item# II A has been revised Please substitute the attached Itemized Bid for the Itemized Bid that now appears in your copy of the bidding document Item 2: This notice is to advise all plan holders that the erosion control plan sheets in the Towne Road plan set project 06-12 have been revised. Please substitute the attached sheet#'s 44-47 with the plan sheets in your copy of the plan set Item 3: The following list of questions has been received. Responses are provided. Question 1: The 6"Comp Agg.for the 6"PCCP Approaches, is this to be paid under 475, Compacted Agg Base ?? Response: The aggregate under approaches should be paid for under item# 15 Compacted Aggregate Base Question 2: TS-15 Decorative Pavement calls out a pay item 4"Decorative Pavement. This item is not on the schedule of values. Is there 4"Decorative Concrete on the project? Response: There is no 4" Decorative Concrete in association with this contract. Question 3:For Alternate B, Can type 1 Subgrade Treatment be performed in lieu of Chemical Modification,.for item 1 4B, due to the small quantity? Response: Subgrade Treatment Type I will be allowed for Alternate Bid"B"only. item 4: The Question and comment period for this project has closed. Hard copies of this addendum will be mailed to all plan holders on record. If you would like to receive the revised bid tab electronically please send an email request to sbalogru:structurepoinLcorn P:1IN2004\02221E.Repo ts_Specs\Specs\Phase IllAddcndu n rt4\Addcndum 4.doc • PART 5 EXCEPTIONS Instructions To Bidders: 5.1 The Bidder shall fully state each exception taken to the Specifications or other Contract Documents in Section 5.3 of this Part. 5.2 Bidder is cautioned that any exception taken by Bidder and deemed by OWNER to be a material qualification or variance from the terms of the Contract Documents may result in this Bid being rejected as non-responsive. 5.3 Exceptions: NONE BID-6 IN2004.0222.PH2.FE.DOC Form No.96(Revised 2000) BID OF E & B Paving, Inc. & Gradex, Inc. (Joint Venture) (Contractor) 17042 Middletown Ave. / 3685 Priority Way S. Dr., Ste. 140 (Address) Noblesville, IN 46060 / Indianapolis, IN 46240 FOR PUBLIC WORKS PROJECTS OF BOARD OF PUBLIC WORKS AND SAFETY,CITY OF CARMEL,IN Filed Action taken Prescribed by State Board of Accounts Form No.96(Revised 2000) CONTRACTORS BID FOR PUBLIC WORK PART I (To be completed for all bids) (Please type or print) Date April 2, 2008 , 1. Governmental Unit(Owner): BOARD OF PUBLIC WORKS AND SAFETY,CITY OF CARMEL,IN 2: -County: Hamilton County 3. Bidder(Firm): E &B Paving, Inc. & Gradex, Inc. (Joint Venture) Address: 17042 Middletown Avenue / 3685 Priority Way S. Dr., Suite 140 City/State: Noblesville, IN 46060 / Indianapolis, IN 46240 4. Telephone Number: 317-773-4132 / 317-573-3970 5. Agent of Bidder(if applicable) Pursuant to notices given, the undersigned offers to furnish labor and/or material necessary to complete the public works project of BOARD OF PUBLIC WORKS AND SAFETY,CITY OF CARMEL,IN (Governmental Unit)in accordance with plans and specifications prepared b. AMERICAN STRUCTUREPOINT, INC. and dated FEBRUARY 2008 for the sum of FIVE MILLION, FIVE HUNDRED SEVENTY-FOUR THOUSAND, FIVE HUNDRED TWENTY-THREE DOLLARS AND ONE CENT $ 5,574,523.01 The undersigned further agrees to furnish a bond or certified check with this bid for an amount specified in the notice of the letting. If alternative bids apply, the undersigned submits a proposal for each in accordance with the notice. Any addendums attached will be specifically referenced at the applicable page. If additional units of material included in the contract are needed, the cost of units must be the same as that shown in the original contract if accepted by the Governmental Unit. If the bid is to be awarded on a unit basis, the itemization of the units shall be shown on a separate attachment. The Contractor and his subcontractors, if any, shall not discriminate against or intimidate any employee, or applicant for employment, to be employed in the performance of this contract, with respect to any matter directly or indirectly related to employment because of race, religion, color, sex, national origin or ancestry. Breach of this covenant may be regarded as a material breach of the contract. CERTIFICATION OF USE OF UNITED STATES STEEL PRODUCTS (If applicable) I, the undersigned bidder or agent as a contractor on a public works project, understand my statutory obligation to use steel products made in the United States. I.C. 5-16-8-2. I hereby certify that I and all subcontractors employed by me for this project will use U.S. steel products on this project if awarded. I understand that violations hereunder may result in forfeiture of contractual payments. ACCEPTANCE The above bid is accepted this day of , , subject to the following conditions: Contracting Authority Members: PART II (Complete sections I, II, III, and IV for all state and local public works projects as required by statutes if project is one hundred thousand dollars($100,000)or more. (IC 36-1-12-4) Governmental Unit: BOARD OF PUBLIC WORKS AND SAFETY,CITY OF CARMEL,IN Bidder(Firm) E &B Paving, Inc. Date: April 2, 2008 These statements to be submitted under oath by each bidder with and as a part of his bid. . Attach additional pages for each section as needed. SECTION I EXPERIENCE QUESTIONNAIRE 1 What public works projects has your organization completed for the period of one(1)year prior to the date of the current bid? When Contract Amount Class of Work Completed Name and Address of Owner $3,601,878.00 ROAD RECON. 2007 R-25397 SR 22 GRADEX $3,404,858.00 ROAD RECON. 2007 RS-27691 SR 5 &SR124 $6,407,417.00 PARKING LOT 2007 DOLLAR GENERAL DIST. CENTER $6,382,598.00 ROAD RECON. 2007 R-27620 38TH ST. 2 What public works projects are now in process of construction by your organization? When Contract Amount Class of Work Completed Name and Address of Owner $21,150,283.00 ROAD RECON. 2009 R-26450 SR 66 DIAMOND AVE. $10,716,872.00 ROAD RECON. 2009 IR-28090 US 36 & POST RD. $17,017,715.00 ROAD RECON. 2008 R-26935 SR 62 $20,570,347.00 ROAD RECON. 2008 R-28718 146TH ST. 3 Have you ever failed to complete any work awarded to you? NO If so, where and why? 4 List referenced from private firms for which you have performed work. V 4 MARINA UNLIMITED-GENE HEIWIG BEAZER COMMUNITIES-STEVE COOK PRECEDENT DEVELOPMENT-TIM PETERSON THOMPSON DEVELOPMENT-CHRIS WERTH SECTION II PLAN AND EQUIPMENT QUESTIONNAIRE 1 Explain your plan or layout for performing proposed work. (Examples could include a narrative of when you could begin work, completed the project, number of workers, etc. and any other information which you believe would enable the governmental unit to consider your bid.) E &B PAVING, INC., WILL BEGIN THE WORK WITHIN THE TIME ALLOTED IN THE PROPOSAL. THE WORK WILL BE CONSTRUCTED USING SOUND CONSTRUCTION PRINCIPLES AND COMPLETED IN THE TIME ALLOWED IN THE PROPOSAL. E &B PAVING, INC., HAS TWO ASPHALT PLANTS IN HAMILTON COUNTY AND ACCESS TO OVER TWENTY PAVING CREWS. 2 If you intend to sublet any portion of the work, state the name and address of each subcontractor, equipment to be used by the subcontractor, and whether you expect to require a bond. However, if you are unable to currently provide a listing, please understand a listing must be provided prior to contract approval. WE CURRENTLY DO NOT KNOW IF ANY WORK WILL BE SUBLET ON THIS CONTRACT BUT WE DO UNDERSTAND THAT IF THERE IS ANY WORK SUBLET ON THIS PROJECT THAT WE WILL PROVIDE A LISTING TO THE APPROPRIATE PERSONNEL. 3 What equipment do you have available to use for the proposed project? Any equipment to be used by subcontractors may also be required to be listed by the governmental unit. THE PAVING MACHINES USED FOR THIS PROJECT WILL BE EITHER A BLAWKNOX OR ROAD TEC PAVER. 4 Have you entered into contracts or received offers for all materials which substantiate the prices used in preparing your proposal? Otherwise, please explain the rationale used which would corroborate the prices listed. YES BIDDER'S ITEMIZED PROPOSAL AND DECLARATION S_ City of Carmel Instructions To Bidders: This form shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts shall be fully and accurately filled in and completed and notarized Project: Towne Road: 131st Street to 146th Street Proposal For Construction of: Reconstruction of Towne Road beginning at 131st Street and continuing North to the intersection 146th Street. Construction of roundabouts at Towne Road and 136th Street and Towne Road and 1415`Street. Date: April 2, 2008 To: City of Carmel,Indiana,Board of Public Works and Safety BID-1 IN2004.0222.PH2.FE.DOC PART 1 BIDDER INFORMATION (Print) 1.1 Bidder Name: Rieth-Riley Construction Co. , Inc. 1.2 Bidder Address: Street Address: 1751 W. Minnesota St. , PO Box 276 City: Indianapolis State: IN Zip: 46206 Phone: 317/634-5561 Fax: 317/631-6423 1.3 Bidder is a/an[mark one] Individual Partnership x Indiana Corporation Foreign(Out of State) Corporation; State: Joint Venture Other 1.4 [The following must be answered if the Bidder or any of its partners or joint venture parties is a foreign corporation. Note: To do business in or with the City of Carmel, Indiana,foreign corporations must register with the Secretary of the State of Indiana as required by the Indiana General Corporation Act as stated therein and expressed in the Attorney General's Opinion #2, dated January 23, 1958.] .1 Corporation Name: .2 Address: .3 Date registered with State of Indiana: .4 Indiana Registered Agent: Name: Address: BID-2 IN2004.0222.PH2.FE.DOC PART 2 BID PROPOSAL 2.1 Base Bid The undersigned Bidder proposes to furnish all necessary labor, machinery, tools, apparatus, materials, equipment, service, and other necessary supplies, and to perform and fulfill all obligations incident thereto in strict accordance with and within the time(s) provided by the terms and conditions of the Contract Documents for the above described Work and Project, including any and all addenda thereto, for the Unit Prices applicable to the Contract Items as stated in Part 3 hereof, which Unit Pric s, vben multipli by estimated unit quantities for such Contract Items, total 1 V /lift/ m& SP1� ?M `" SeiVe &1 K Ls Xn 6:)k-if 1 r~f Dollars ($ 5j 077)880.M. The Bidder acknowledges that ev�luatio{of the lowest Bid shall be based on such price and further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates solely for the purpose of Bid evaluation and Contract award, and are not to be construed as exact or binding. The Bidder further understands that all Work which may result on the Contract shall be compensated for on a Unit Price basis and that the OWNER and ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to be performed or furnished under the Contract. Alternate Bid , The undersigned Bidder proposes to furnish all necessary labor, machinery, tools, apparatus, materials, equipment, service, and other necessary supplies, and to perform and fulfill all obligations incident thereto in strict accordance with and within the time(s) provided by the terms and conditions of the Contract Documents for the above described Work and Project, including any and all addenda thereto, for the Unit Prices applicable to the Contract Items as stated in Part 3 hereof, which mt P 'c , when 1}��ltip ied by e tim.ted unit •uaptities f r such ontjac to s, total �l(,( MI II" . 6/ Unta r . !"K,� '6kSlt�� N1 AV+di ( .t.t ($ 47 02/7g/.CO. The Bidde ac owledges that evaluation of the o est Bid shall be based on such price and further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates solely for the purpose of Bid evaluation and Contract award, and are not to be construed as exact or binding. The Bidder further understands that all Work which may result on the Contract shall be compensated for on a Unit Price basis and that the OWNER and ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to be performed or furnished under the Contract. BID-3 IN2004.0222.PH2.FE.DOC PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 06-12 TOWNE ROAD: 131st STREET TO 146TH STREET ITEM UNIT NO. DESCRIPTION UNIT QUANTITY PRICE _ TOTAL BID-4 IN2004.0222.PH2.FE.DOC ITEMIZED BID BASE BID CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/1/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 1 CONSTRUCTION ENGINEERING LS 1 $80,300.00 $80,300.00 2 FIELD OFFICE,B MOS 15 $2,500.00 $37,500.00 3 MOBILIZATION AND DEMOBILIZATION LS 1 $253,894.00 $253,894.00 4 CLEARING RIGHT OF WAY LS 1 $44,841.00 $44,841.00 5 EXCAVATION,COMMON CYS 8,656 $29.97 $259,420.32 6 BORROW CYS 50,893 $7.60 $386,786.80 7 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB EACH 6 $65.00 $390.00 INLET PROTECTION 8 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 46 $25.00 $1,137.50 9 TEMPORARY DITCH INLET PROTECTION EACH 14 $65.00 $910.00 10 TEMPORARY SILT FENCE LFT 13323 $1.10 $14,655.30 11 TEMPORARY HORSESHOE DAM EACH 5 $265.00 $1,325.00 12 CULVERT PIPE PROTECTION EACH 2 $489.00 $978.00 13 STRUCTURE BACKFILL CYS 4641 $22.26 $103,308.66 14 CHEMICAL MODIFICATION,SOILS SYS 59398 $3.65 $216,802.70 15 COMPACTED AGGREGATE,NO.53,BASE TON 5350 $19.69 $105,341.50 16 WIDENING WITH HMA,TYPE C TON 50 $85.81 $4,290.50 17 MILLING,ASPHALT,1 1/2 IN. SYS 1493 $6.19 $9,241.67 18 HMA SURFACE,TYPE A TON 885 $63.00 $55,755.00 19 HMA SURFACE,TYPE C TON 3860 $65.00 $250,900.00 20 HMA INTERMEDIATE,TYPE A TON 2725 $42.82 $116,684.50 21 HMA INTERMEDIATE,TYPE C TON 6215 $42.07 $261,465.05 22 HMA BASE,TYPE C TON 17125 $40.32 $690,480.00 23 HMA FOR TEMPORARY PAVEMENT TON 603 $90.00 $54,270.00 24 HMA,TYPE C,INTERMEDIATE,OG19.Omm TON 7235 $44.72 $323,549.20 BID-4a IN2004.0222.PH1.FE.DOC ITEMIZED BID BASE BID CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/1/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 25 ASPHALT FOR TACK COAT TON 83 $318.75 $26,456.25 26 DECORATIVE CONCRETE PAVEMENT,TRUCK APRON SYS 296 $100.03 $29,608.88 27 CURB RAMP,CONCRETE,C SYS 94 $98.89 $9,295.66 28 CURB RAMP,CONCRETE,G SYS 79 $98.93 $7,815.47 29 CURB RAMP,CONCRETE,L SYS 176 $99.08 $17,438.08 30 SIDEWALK,CONCRETE,4 IN. SYS 46 $31.09 $1,430.14 31 CURB,MODIFIED ROLL LFT 666 $13.10 $8,724.60 32 CURB,CONCRETE,STRAIGHT LFT 590 $14.01 $8,265.90 33 CURB AND GUTTER,TYPE II LFT 16473 $9.89 $162,917.97 34 CURB AND GUTTER,TYPE III LFT 15119 $10.52 $159,051.88 35 HMA FOR APPROACHES,TYPE B TON 424 $81.87 $34,712.88 36 PCCP FOR APPROACHES,6 IN. SYS 752 $50.62 $38,066.24 37 MAILBOX ASSEMBLY,SINGLE EACH 12 $286.71 $3,440.52 38 GEOTEXTILES SYS 78 $1.08 $84.24 39 RIPRAP,REVETMENT TON 78 $25.00 $1,950.00 40 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $300.00 $600.00 41 MULCHED SEEDING,T,CONVENTIONAL MIX SYS 10321 $0.23 $2,373.83 42 MULCHED SEEDING,U SYS 20642 $0.29 $5,986.18 43 WATER kGAL 88 $2.20 $193.60 44 TOP SOIL CYS 9286 $13.25 $123,039.50 45 SODDING,NURSERY SYS 22078 $2.40 $52,987.20 46 FIELD DRILLED HOLE IN CONCRETE EACH 1 $901.62 $901.62 47 CULVERT,PRECAST BOX,5FT X 2 FT LFT 110 $260.12 $28,613.20 48 PIPE,TYPE 4,CIRCULAR,6 IN. LFT 14190 $3.25 $46,117.50 49 PIPE END SECTION,12 IN. EACH 4 $455.80 $1,823.20 II BID-4a IN2004.0222.PHI.FE.DOC ITEMIZED BID BASE BID CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/1/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 50 PIPE END SECTION,15 IN. EACH 3 $477.00 $1,431.00 51 PIPE END SECTION,18 IN. EACH 2 $519.40 $1,038.80 52 PIPE END SECTION,24 IN. EACH 2 $609.50 '$1,219.00 53 PIPE,REINFORCED CONCRETE,12 IN. LFT 4816 $21.67 $104,362.72 54 PIPE,REINFORCED CONCRETE,15 IN. LFT 2580 $25.32 $65,325.60 55 PIPE,REINFORCED CONCRETE,18 IN. LFT 873 $26.26 $22,924.98 56 PIPE,REINFORCED CONCRETE,24 IN. LFT 768 $35.28 $27,095.04 57 AGGREGATE FOR UNDERDRAINS CYS 1290 $39.75 $51,277.50 58 GEOTEXTILES FOR UNDERDRAIN SYS 15400 $1.80 $27,720.00 59 CASTING,ADJUST TO GRADE EACH 3 $424.00 $1,272.00 60 CASTING,4,FURNISH AND ADJUST TO GRADE EACH 1 $795.00 $795.00 61 INLET,J10 EACH 17 $1,383.00 $23,511.00 62 INLET,M10 EACH 34 $1,372.70 $46,671.80 63 CATCH BASIN,E7 EACH 5 $1,383.30 $6,916.50 64 CATCH BASIN,K10 EACH 48 $1,490.00 $71,520.00 65 MANHOLE,C4 EACH 45 $1,950.00 $87,750.00 66 MANHOLE,C7 EACH 2 $1,950.00 $3,900.00 67 ROAD CLOSURE SIGN ASSEMBLY EACH 12 $429.00 $5,148.00 68 TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT 9360 $0.95 $8,892.00 69 TEMPORARY PAVEMENT MESSAGE MARKING,REMOVABLE, EACH 1 $97.00 $97.00 LANE 70 DETOUR ROUTE MARKER ASSEMBLY EACH 37 $107.00 $3,959.00 71 CONSTRUCTION SIGN,A EACH 26 $185.00 $4,810.00 72 FLASHING ARROW SIGN DAY 150 $13.00 $1,950.00 73 MAINTAINING TRAFFIC LS 1 $27,978.71 $27,978.71 74 BARRICADE,III-B LFT 180 $18.00 $3,240.00 1 I I BID-4a IN2004.0222.PH1.FE.DOC ITEMIZED BID BASE BID CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/1/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 75 SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 549 $13.50 $7,404.75 76 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN SFT 257 $17.02 $4,367.84 77 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN SFT 132 $18.00 $2,376.00 78 IRRIGATION CONDUIT,PVC,4 IN LFT 1240 $9.00 $11,160.00 79 DECORATIVE STREET LIGHTING,WIRING AND INSTALLATIONEACH 8 $8,500.00 $68,000.00 80 LIGHTING POWER DISTRIBUTION PANEL EACH 2 $7,500.00 $15,000.00 81 HANDHOLE,INSTALL EACH 19 $1,100.00 $20,900.00 82 CABLE INTERDUCT LFT 7260 $12.00 $87,120.00 83 DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 7 $1,700.00 $11,900.00 84 HANDHOLE,LIGHTING EACH 2 $850.00 $1,700.00 85 WIRE,NO.4,COPPER,IN PLASTIC DUCT,IN TRENCH,4 1/C LFT 1408 $15.00 $21,120.00 86 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK, LFT 392 $1.09 $427.28 LINE,8 IN. 87 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 12065 $0.20 $2,413.00 88 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 2536 $0.44 $1,115.84 89 LINE,PAINT,SOLID,WHITE,4 IN. LFT 1190 $0.45 $535.50 90 LINE,PAINT,SOLID,YELLOW,4 IN. LFT 2590 $0.45 $1,165.50 91 LINE,THERMOPLASTIC,SOLID,WHITE,6 IN. LFT 450 $1.15 $517.50 92 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 16468 $0.33 $5,434.44 93 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 LFT 60 $4.55 $273.00 IN. 94 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE EACH 3 $95.00 $285.00 INDICATION 95 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD EACH 3 $110.00 $330.00 (ONLY) 96 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 17 $99.00 $1,683.00 97 LINE,THERMOPLASTIC,SOLID,YELLOW,8 IN. LFT 534 $0.89 $475.26 98 LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN,3FT STRIPE LFT 171 $2.00 $342.00 3FT GAP 99 LINE,THERMOPLASTIC,BROKEN,WHITE,121N,3FT STRIPE-LFT 381 $2.00 $762.00 3FT GAP BID-4a IN2004.0222.PHI.FE.DOC ITEMIZED BID BASE BID CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/1/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 100 TRANSVERSE MARKING,THERMPLASTIC,CROSSWALK LINE,LFT 640 $3.29 $2,105.60 WHITE,24 IN 101 PAVEMENT MESSAGE MARKING,THERMOPLASTIC, EACH 8 $190.00 $1,520.00 FISHHOOK LANE INDICATION ARROW 102 TRANSVERSE MARKING,THERMOPLASTIC,"SHARKS TEETH"LFT 1000 $1.00 $1,000.00 103 SHRUBS;24 IN. EACH 324 $42.00 $13,608.00 104 DECIDOUS TREE,1 1/2 IN. EACH 13 $210.00 $2,730.00 105 DECIDOUS TREE,2 1/2 IN. EACH 147 $255.00 $37,485.00 106 DECIDOUS TREE,2 IN. EACH 52 $230.00 $11,960.00 107 PERENNIALS EACH 430 $32.00 $13,760.00 108 GROUNDCOVER EACH 4427 $3.00 $13,281.00 109 FIRE HYDRANT,RELOCATE EACH 5 $4,770:00 $23,850.00 110 VALVE BOX,ADJUST TO GRADE EACH 16 $265.00 $4,240.00 111 FIRE HYDRANT,ADJUST TO GRADE EACH 7 $690.00 $4,830.00 112 CURB BOX,ADJUST TO GRADE EACH 3 $371.00 $1,113.00 113 MANHOLE,J4 EACH 2 $2,870.00 $5,740.00 114 PIPE,REINFORCED CONCRETE,36 IN. LFT 104 $67.40 $7,009.60 115 INLET,RELOCATE EACH 4 $1,325.00 $5,300.00 116 LINE,REMOVE LFT 1700 $0.69 $1,173.00 117 TRANSVERSE MARKING,REMOVE EACH 2 $45.00 $90.00 118 STEEL CONDUIT,GALVANIZED,2 IN. LFT 890 $15.00 $13,350.00 TOTAL BASE BID: $5,077,880.00 SuBMITTEDBY: RIETH - RILEY CONSTRUCTION CO., INC. SIGNA UR TITLE: UL J.TP_.4;`-EG -VP, CENTRAL INDIANA ADDRESS: 1751 W.AV INNESOTA ST., INDIANAPOLIS, IN 46221 P: (317)634-5561 F: (317):631-6265 , E: PTATE @RIETH-RILEY.COM BID-4a IN2004.0222.PHI.FE.DOC ITEMIZED BID ALTERNATE A CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/1/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 1A CONSTRUCTION ENGINEERING LS 1 $76,500.00 $76,500.00 2A FIELD OFFICE,B MOS 15 $2,500.00 $37,500.00 3A MOBILIZATION AND DEMOBILIZATION LS 1 $253,893.13 $253,893.13 4A CLEARING RIGHT OF WAY LS 1 $44,841.00 $44,841.00 5A EXCAVATION,COMMON CYS 8,344 $29.97 $250,069.68 6A BORROW CYS 49,493 $7.60 $376,146.80 7A TEMPORARY EROSION AND SEDIMENT CONTROL,CURB EACH 6 $65.00 $390.00 INLET PROTECTION BA TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 46 $25.00 $1,137.50 9A TEMPORARY DITCH INLET PROTECTION EACH 14 $65.00 $910.00 10A TEMPORARY SILT FENCE LET 13323 $1.10 $14,655.30 11A TEMPORARY HORSESHOE DAM EACH 5 $265.00 $1,325.00 12A CULVERT PIPE PROTECTION EACH 2 $489.00 $978.00 13A STRUCTURE BACKFILL CYS 4641 $22.26 $103,308.66 14A CHEMICAL MODIFICATION,SOILS SYS 59398 $3.65 $216,802.70 15A COMPACTED AGGREGATE,NO.53,BASE TON 5350 $19.69 $105,341.50 16A WIDENING WITH HMA,TYPE C TON 50 $85.81 $4,290.50 17A MILLING,ASPHALT,1 1/2 IN. SYS 1493 $6.19 $9,241.67 18A HMA SURFACE,TYPE A TON 885 $63.00 $55,755.00 19A HMA SURFACE,TYPE C TON 3219 $65.00 $209,235.00 20A HMA INTERMEDIATE,TYPE A TON 2725 $42.82 $116,684.50 21A HMA INTERMEDIATE,TYPE C TON 5146 $42.07 $216,492.22 22A HMA BASE,TYPE C TON 14163 $40.32 $571,052.16 23A HMA FOR TEMPORARY PAVEMENT TON 603 $90.00 $54,270.00 24A HMA,TYPE C,INTERMEDIATE,OG19.0mm TON 6137 $44.72 $274,446.64 BID-4a IN2004.0222.PH1.FE.DOC ITEMIZED BID ALTERNATE A CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/1/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 25A ASPHALT FOR TACK COAT TON 73 $318.75 $23,268.75 26A DECORATIVE CONCRETE PAVEMENT,TRUCK APRON SYS 296 $100.03 $29,608.88 27A CURB RAMP,CONCRETE,C SYS 94 $98.89 $9,295.66 28A CURB RAMP,CONCRETE,G SYS 79 $98.93 $7,815.47 29A CURB RAMP,CONCRETE,L SYS 176 $99.08 $17,438.08 30A SIDEWALK,CONCRETE,4 IN. SYS 46 $31.09 $1,430.14 31A CURB,MODIFIED ROLL LFT 666 $13.10 $8,724.60 32A CURB,CONCRETE,STRAIGHT LFT 590 $14.01 $8,265.90 33A CURB AND GUTTER,TYPE II LFT 16473 $9.89 $162,917.97 34A CURB AND GUTTER,TYPE III LFT 3761 $10.52 $39,565.72 35A HMA FOR APPROACHES,TYPE B TON 424 $81.87 $34,712.88 36A PCCP FOR APPROACHES,6 IN. SYS 752 $50.62 $38,066.24 37A MAILBOX ASSEMBLY,SINGLE EACH 12 $286.71 $3,440.52 38A GEOTEXTILES SYS 78 $1.08 $84.24 39A RIPRAP,REVETMENT Ton 78 $25.00 $1,950.00 40A MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $300.00 $600.00 41A MULCHED SEEDING,T,CONVENTIONAL MIX SYS 10321 $0.23 $2,373.83 42A MULCHED SEEDING,U SYS 20642 $0.29 $5,986.18 43A WATER kGAL 120 $2.20 $264.00 44A TOP SOIL • CYS 9574 $13.25 $126,855.50 • 45A SODDING,NURSERY SYS 29848 $2.40 $71,635.20 46A FIELD DRILLED HOLE IN CONCRETE EACH 1 $901.62 $901.62 47A CULVERT,PRECAST BOX,5FT X 2 FT LFT 110 $260.12 $28,613.20 • 48A PIPE,TYPE 4,CIRCULAR,6 IN. LFT 14190 $3.25 $46,117.50 49A PIPE END SECTION,12 IN. EACH 4 $455.80 $1,823.20 • BID-4a IN2004.0222.PH1.FE.DOC ITENIIZED BID ALTERNATE A CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/1/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 50A PIPE END SECTION,15 IN. EACH 3 $477.00 $1,431.00 51A PIPE END SECTION,18 IN. EACH 2 $519.40 $1,038.80 52A PIPE END SECTION,24 IN. EACH 2 $609.50 $1,219.00 53A PIPE,REINFORCED CONCRETE,12 IN. LFT 4816 $21.67 $104,362.72 54A PIPE,REINFORCED CONCRETE,15 IN. LFT 2580 $25.32 $65,325.60 55A PIPE,REINFORCED CONCRETE,18 IN. LFT 873 $26.26 $22,924.98 56A PIPE,REINFORCED CONCRETE,24 IN. LFT 768 $35.28 $27,095.04 57A AGGREGATE FOR UNDERDRAINS CYS 1290 $39.75 $51,277.50 58A GEOTEXTILES FOR UNDERDRAIN SYS 15400 $1.80 $27,720.00 59A CASTING,ADJUST TO GRADE EACH 3 $424.00 $1,272.00 60A CASTING,4,FURNISH AND ADJUST TO GRADE EACH 1 $795.00 $795.00 61A INLET,J10 EACH 17 $1,383.00 $23,511.00 62A INLET,M10 EACH 34 $1,372.70 $46,671.80 63A CATCH BASIN,E7 EACH 5 $1,383.30 $6,916.50 64A CATCH BASIN,K10 EACH 48 $1,490.00 $71,520.00 65A MANHOLE,C4 EACH 45 $1,950.00 $87,750.00 66A MANHOLE,C7 EACH 2 $1,950.00 $3,900.00 67A ROAD CLOSURE SIGN ASSEMBLY EACH 12 $429.00 $5,148.00 68A TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT 9360 $0.95 $8,892.00 69A TEMPORARY PAVEMENT MESSAGE MARKING,REMOVABLE, EACH 1 $97.00 $97.00 LANE 70A DETOUR ROUTE MARKER ASSEMBLY EACH 37 $107.00 $3,959.00 71A CONSTRUCTION SIGN,A EACH 26 $185.00 $4,810.00 72A FLASHING ARROW SIGN DAY 150 $13.00 $1,950.00 73A MAINTAINING TRAFFIC LS 1 $27,978.71 $27,978.71 74A BARRICADE,III-B LFT 180 $18.00 $3,240.00 I I BID-4a IN2004.0222.PHI.FE.DOC ITEMIZED BID ALTERNATE A CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/1/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 75A SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 549 $13.50 $7,404.75 76A SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN.SFT 257 $17.02 $4,367.84 77A SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN.SFT 132 $18.00 $2,376.00 78A IRRIGATION CONDUIT,PVC,4 IN LFT 1240 $9.00 $11,160.00 79A DECORATIVE STREET LIGHTING,WIRING AND INSTALLATIOI\EACH 8 $8,500.00 $68,000.00 80A LIGHTING POWER DISTRIBUTION PANEL EACH 2 $7,500.00 $15,000.00 81A HANDHOLE,INSTALL EACH 19 $1,100.00 $20,900.00 82A CABLE INTERDUCT LFT 7260 $12.00 $87,120.00 83A DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 7 $1,700.00 $11,900.00 84A HANDHOLE,LIGHTING EACH 2 $850.00 $1,700.00 85A WIRE,NO.4,COPPER,IN PLASTIC DUCT,IN TRENCH,4 1/C LFT 1408 $15.00 $21,120.00 86A TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK LFT 392 $1.09 $427.28 LINE,8 IN. 87A LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 12065 $0.20 $2,413.00 88A LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 2536 $0.44 $1,115.84 89A LINE,PAINT,SOLID,WHITE,4 IN. LFT 1190 $0.45 $535.50 90A LINE,PAINT,SOLID,YELLOW,4 IN. LFT 2590 $0.45 $1,165.50 91A LINE,THERMOPLASTIC,SOLID,WHITE,6 IN. LFT 450 $1.15 $517.50 92A LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 16468 $0.33 $5,434.44 93A TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 LFT 60 $4.55 $273.00 IN. 94A PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE EACH 3 $95.00 $285.00 INDICATION 95A PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD EACH 3 $110.00 $330.00 (ONLY) 96A SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 17 $99.00 $1,683.00 97A LINE,THERMOPLASTIC,SOLID,YELLOW,8 IN. LFT 534 $0.89 $475.26 98A LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN,3FT STRIPE LFT 171 $2.00 $342.00 3FT GAP 99A LINE THERMOPLASTIC,BROKEN,WHITE,'12IN,3FT STRIPE LFT 381 $2.00 $762.00 3FT GAP i I , BID-4a IN2004.0222.PH1.FE.DOC ITEMIZED BID ALTERNATE A CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/1/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 100A TRANSVERSE MARKING,THERMPLASTIC,CROSSWALK LINE, LFT 640 $3.29 $2,105.60 WHITE,24 IN 101A PAVEMENT MESSAGE MARKING,THERMOPLASTIC, EACH 8 $190.00 $1,520.00 FISHHOOK LANE INDICATION ARROW 102A TRANSVERSE MARKING,THERMOPLASTIC,"SHARKS TEETH"LFT 1000 $1.00 $1,000.00 103A SHRUBS,24 IN. EACH 324 $42.00 $13,608.00 104A DECIDOUS TREE,1 1/2 IN. EACH 13 $210.00 $2,730.00 105A DECIDOUS TREE,2 1/2 IN. EACH 147 $255.00 $37,485.00 106A DECIDOUS TREE,2 IN. EACH 52 $230.00 $11,960.00 107A PERENNIALS EACH 430 $32.00 $13,760.00 108A GROUNDCOVER EACH 4427 $3.00 $13,281.00 109A FIRE HYDRANT,RELOCATE EACH 5 $4,770.00 $23,850.00 110A VALVE BOX,ADJUST TO GRADE EACH 16 $265.00 $4,240.00 111A FIRE HYDRANT,ADJUST TO GRADE EACH 7 $690.00 $4,830.00 112A CURB BOX,ADJUST TO GRADE EACH 3 $371.00 $1,113.00 113A MANHOLE,J4 EACH 2 $2,870.00 $5,740.00 114A PIPE,REINFORCED CONCRETE,36 IN. LFT 104 $67.40 $7,009.60 115A INLET,RELOCATE EACH 4 $1,325.00 $5,300.00 116A LINE,REMOVE LFT 1700 $0.69 $1,173.00 117A TRANSVERSE MARKING,REMOVE EACH 2 $45.00 $90.00 118A STEEL CONDUIT,GALVANIZED,2 IN. LFT 890 $15.00 $13,350.00 • TOTAL ALTERNATE"A"BID: $4,698,781.00 SUBMITTED BY: RIETH - RILEY CONSTR CTION CO., INC. a- -. 7-----i9liw SIGNATUR: - TITLE: PAUL J.T° P,-CENTRAL INDIANA ADDRESS: 1751 W. MINNESOTA ST., INDIANAPOLIS, IN 46221 P: (317)634-5561 --F: (317)631=,6265 E: PTATE @RIETH-RILEY.COM BID-4a IN2004.0222.PHI.FE.DOC ITEMIZED BID ALTERNATE B CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/1/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 1B CONSTRUCTION ENGINEERING LS 1 $76,500.00 $76,500.00 2B FIELD OFFICE,B MOS 9 , $2,500.00 $22,500.00 3B MOBILIZATION AND DEMOBILIZATION LS 1 $90,301.00 $90,301.00 4B CLEARING RIGHT OF WAY LS 1 $16,535.00 $16,535.00 5B EXCAVATION,COMMON CYS 1,660 $31.85 $52,871.00 6B BORROW CYS 13,826 $8.80 $121,668.80 7B TEMPORARY EROSION AND SEDIMENT CONTROL,CURB EACH 3 $65.00 $195.00 INLET PROTECTION 8B TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 0 $25.00 $0.00 9B TEMPORARY DITCH INLET PROTECTION EACH 5 $65.00 $325.00 10B TEMPORARY SILT FENCE LFT 6265 $1.10 $6,891.50 11B TEMPORARY HORSESHOE DAM EACH 0 $265.00 $0.00 12B CULVERT PIPE PROTECTION EACH 2 $489.00 $978.00 13B STRUCTURE BACKFILL CYS 1099 $22.26 $24,463.74 14B CHEMICAL MODIFICATION,SOILS SYS 15353 $5.50 $84,441.50 15B COMPACTED AGGREGATE,NO.53,BASE TON 225 $30.00 $6,750.00 16B WIDENING WITH HMA,TYPE C _ TON 50 $100.00 $5,000.00 17B MILLING,ASPHALT,1 1/2 IN. SYS 1493 $10.00 $14,930.00 18B HMA SURFACE,TYPE A TON 0 $63.00 $0.00 19B HMA SURFACE,TYPE C TON 1095 $80.00 $87,600.00 20B HMA INTERMEDIATE,TYPE A TON 0 $42.82 $0.00 21B HMA INTERMEDIATE,TYPE C TON 1615 $66.00 $106,590.00 22B HMA BASE,TYPE C TON 4250 $56.00 $238,000.00 23B HMA FOR TEMPORARY PAVEMENT TON 1614 $100.00 $161,400.00 24B HMA,TYPE C,INTERMEDIATE,0G19.0mm TON 1850 $56.00 $103,600.00 BID-4a IN2004.0222.PH1.FE.DOC ITEMIZED BID ALTERNATE B CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/1/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 25B ASPHALT FOR TACK COAT TON 16 $300.00 $4,800.00 26B DECORATIVE CONCRETE,PAVEMENT,TRUCK APRON SYS 296 $150.00 $44,400.00 27B CURB RAMP,CONCRETE,C SYS 0 $98.89 $0.00 28B CURB RAMP,CONCRETE,G SYS 0 $98.93 $0.00 29B CURB RAMP,CONCRETE,L SYS 176 $99.08 $17,438.08 30B SIDEWALK,CONCRETE,4 IN. SYS 0 $31.09 $0.00 31B CURB,MODIFIED ROLL LFT 666 $15.00 $9,990.00 32B CURB,CONCRETE,STRAIGHT LFT 590 $15.00 $8,850.00 33B CURB AND GUTTER,TYPE II LFT 4352 $11.00 $47,872.00 34B CURB AND GUTTER,TYPE III LFT 3095 $11.00 $34,045.00 35B HMA FOR APPROACHES,TYPE B TON 0 $81.87 $0.00 36B PCCP FOR APPROACHES,6 IN. SYS 174 $50.62 $8,807.88 37B MAILBOX ASSEMBLY,SINGLE EACH 2 $286.71 $573.42 38B GEOTEXTILES SYS 17 $1.08 $18.36 39B RIPRAP,REVETMENT Ton 17 $25.00 $425.00 40B MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 . $300.00 $600.00 41B MULCHED SEEDING,T,CONVENTIONAL MIX SYS 3036 $0.23 $698.28 42B MULCHED SEEDING,U SYS 6072 $0.29 $1,760.88 43B WATER kGAL 13 $2.20 $28.60 44B TOP SOIL CYS 1581 $13.25 $20,948.25 45B SODDING,NURSERY SYS 3225 $2.40 $7,740.00 46B FIELD DRILLED HOLE IN CONCRETE EACH 0 $901.62 $0.00 47B CULVERT,PRECAST BOX,5FT X 2 FT LFT 0 $260.12 $0.00 48B PIPE,TYPE 4,CIRCULAR,6 IN. LFT 2146 $7.00 $15,022.00 49B PIPE END SECTION,12 IN. EACH 3 $455.80 $1,367.40 BID 4a IN2004.022 2.P H1.FE.DOC ITEMIZED BID ALTERNATE B CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/1/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 50B PIPE END SECTION,15 IN. EACH 1 $477.00 $477.00 51B PIPE END SECTION,18 IN. EACH 1 $519.40 $519.40 52B PIPE END SECTION,24 IN. EACH 2 $609.50 $1,219.00 538 PIPE,REINFORCED CONCRETE,12 IN. LFT 1088 $21.67 $23,576.96 54B PIPE,REINFORCED CONCRETE;15 IN. LFT 416 $25.32 $10,533.12 55B PIPE,REINFORCED CONCRETE,18 IN. LFT 232 $26.26 $6,092.32 568 PIPE,REINFORCED CONCRETE,24 IN. LFT 130 $35.28 $4,586.40 57B AGGREGATE FOR UNDERDRAINS CYS 189 $39.75 $7,512.75 58B GEOTEXTILES FOR UNDERDRAIN SYS 2326 $1.80 $4,186.80 59B CASTING,ADJUST TO GRADE EACH 3 $424.00 $1,272.00 60B CASTING,4,FURNISH AND ADJUST TO GRADE EACH 1 $795.00 $795.00 618 INLET,J10 EACH 4 $1,383.00 $5,532.00 628 INLET,M10 EACH 5 $1,372.70 $6,863.50 63B CATCHBASIN,E7 EACH 1 $1,383.30 $1,383.30 64B CATCH BASIN,K10 EACH 8 $1,490.00 $11,920.00 65B MANHOLE,C4 EACH 12 $1,950.00 $23,400.00 66B MANHOLE,C7 EACH 0 $1,950.00 $0.00 67B ROAD CLOSURE SIGN ASSEMBLY EACH 12 $429.00 $5,148.00 68B TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT 0 $0.95 $0.00 69B TEMPORARY PAVEMENT MESSAGE MARKING,REMOVABLE, EACH 0 $97.00 $0,00 LANE 70B DETOUR ROUTE MARKER ASSEMBLY EACH 37 $107.00 $3,959.00 71B CONSTRUCTION SIGN,A EACH 12 $185.00 $2,220.00 72B FLASHING ARROW SIGN DAY 0 $13.00 $0.00 73B MAINTAINING TRAFFIC LS 1 $28,049.67 $28,049.67. 74B BARRICADE,III-B LFT 180 $18.00 $3,240.00 BID-4a IN2004.0222.PH1.FE.DOC ITEMIZED BID ALTERNATE B CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/1/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 75B SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 461 $13.50 $6,223.50 76B SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN.SFT 195 $17.02 $3,318.90 77B SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN.SFT 123 $18.00 $2,214.00 78B IRRIGATION CONDUIT,PVC,4 IN LFT 1240 $13.00 $16,120.00 79B DECORATIVE STREET LIGHTING,WIRING AND INSTALLATION EACH 8 $8,500.00 $68,000.00 80B LIGHTING POWER DISTRIBUTION PANEL EACH 2 $7,500.00 $15,000.00 81B HANDHOLE,INSTALL EACH 0 $1,100.00 $0.00 82B CABLE INTERDUCT LFT 0 $12.00 $0.00 83B DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 4 $1,700.00 $6,800.00 84B HANDHOLE,LIGHTING EACH 2 $850.00 $1,700.00 85B WIRE,NO.4,COPPER,IN PLASTIC DUCT,IN TRENCH,4 1/C LFT 1408 $15.00 $21,120.00 86B TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK LFT 0 $1.09 $0.00 LINE,8 IN. 87B LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 204 $0.20 $40.80 88B LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 1473 $0.44 $648.12 89B LINE,PAINT,SOLID,WHITE,4 IN. LFT 2862 $0.45 $1,287.90 906 LINE,PAINT,SOLID,YELLOW,4 IN. LFT 2763 $0.45 $1,243.35 91B LINE,THERMOPLASTIC,SOLID,WHITE,6 IN. LFT 495 $1.15 $569.25 92B LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 5335 $0.33 $1,760.55 938 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 LFT 0 $4.55 $0.00 IN. 94B PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE EACH 0 $95.00 $0.00 INDICATION ARROW 956 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD EACH 0 $110.00 $0.00 (ONLY) 96B SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 17 $99.00 $1,683.00 97B LINE,THERMOPLASTIC,SOLID,YELLOW,8 IN. LFT 908 $0.89 $808.12 98B LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN,3FT STRIPE LFT 0 $2.00 $0.00 3FT GAP 998 LINE,THERMOPLASTIC,BROKEN,WHITE,121N,3FT STRIPE LFT 381 $2.00 $762.00 3FT GAP BID-4a IN2004.0222.PH1.FE.DOC ITEMIZED BID ALTERNATE B CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/1/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 1008 TRANSVERSE MARKING,THERMPLASTIC,CROSSWALK LINE, LFT 640 $3.29 $2,105.60 WHITE,24 IN 1018 PAVEMENT MESSAGE MARKING,THERMOPLASTIC, EACH 8 $190.00 $1,520.00 FISHHOOK LANE INDICATION ARROW 102B TRANSVERSE MARKING,THERMOPLASTIC,"SHARKS TEETH"LFT 1000 $1.00 $1,000.00 103B SHRUBS,24 IN. EACH 0 $42.00 $0,00 104B DECIDOUS TREE,1 1/2 IN. EACH 0 $210.00 $0.00 105B DECIDOUS TREE,2 1/2 IN. EACH 0 $255.00 $0.00 106B DECIDOUS TREE,2 IN. `EACH 0 $230.00 $0.00 107B PERENNIALS EACH 0 $32.00 $0.00 108B GROUNDCOVER EACH 0 $3.00 $0.00 109B FIRE HYDRANT,RELOCATE EACH 5 $4,770.00 $23,850.00 110B VALVE BOX,ADJUST TO GRADE EACH 16 $265.00 $4,240.00 111B FIRE HYDRANT,ADJUST TO GRADE EACH 7 $690.00 $4,830.00 112B CURB BOX,ADJUST TO GRADE EACH 3 $371.00 $1,113.00 113B MANHOLE,J4 EACH 0 $2,870.00 $0.00 114B PIPE,REINFORCED CONCRETE,36 IN. LFT 0 $67.40 $0.00 115B INLET,RELOCATE . EACH 4 $1,325.00 $5,300.00 116B LINE,REMOVE LFT 0 $0.69 $0.00 117B TRANSVERSE MARKING,REMOVE EACH 0 $45.00 $0.00 118B STEEL CONDUIT,GALVANIZED,2 IN. LFT 890 $15.00 $13,350.00 TOTAL ALTERNATE"B"BID: $1,806,020.00 SUBMITTED BY: RIETH - RILEY CONSTRU, TION CO., INC. �� I SIGNAT RE: - TIT : P. L .TAT- .MVP, CENTRAL-INDiANA ADDRESS: 1751 W. MINNESOTA ST., INDIANAPOLIS, IN 46221 P: (317)634-5561'--F (317).631-6265 E: PTATE @RIETH-RILEY.COM BID-4a IN2004.0222.PH1.FE.DOC PART 4 CONTRACT DOCUMENTS AND ADDENDA 4.1 The Bidder agrees to be bound by the terms and provisions of all Contract Documents as defined in the Standard General Conditions and incorporates such Contract Documents herein by reference. 4.2 The Bidder acknowledges receipt of the following addenda: ADDENDUM NUMBER DATE 1 3/13/2008 2 3/14/2008 3 3/25/2008 4 3/28/2008 BID-5 IN2004.0222.PH2.FE.DOC 3. PART 5 EXCEPTIONS Instructions To Bidders: 5.1 The Bidder shall fully state each exception taken to the Specifications or other Contract Documents in Section 5.3 of this Part. 5.2 Bidder is cautioned that any exception taken by Bidder and deemed by OWNER to be a material qualification or variance from the terms of the Contract Documents may result in this Bid being rejected as non-responsive. 5.3 Exceptions: None BID-6 IN2004.0222.PH2.FE.DOC BIDDER'S ITEMIZED PROPOSAL AND DECLARATIONS City of Carmel Instructions To Bidders: This form shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts shall be fully and accurately filled in and completed and notarized. Project: Towne Road: 131st Street to 1461 Street Proposal For Construction of: Reconstruction of Towne Road beginning at 131st Street and continuing North to the intersection 146111 Street. Construction of roundabouts at Towne Road and 136111 Street and Towne Road and 14151 Street. Date: April 2, 2008 To: City of Carmel, Indiana,Board of Public Works and Safety BID-1 IN2004.0222.PH2.FE.DOC PART 1 BIDDER INFORMATION (Print) 1.1 Bidder Name: calumet Civil Contractors, Inc. 1.2 Bidder Address: Street Address: 4898 Fieldstone Drive City:Whitestown State: IN Zip: 46075 Phone: (317) 769-1900 Fax: (317) 769-7424 1.3 Bidder is a/an[mark one] Individual Partnership X Indiana Corporation Foreign(Out of State) Corporation; State: Joint Venture Other 1.4 [The following must be answered if the Bidder or any of its partners or joint venture parties is a foreign corporation. Note: To do business in or with the City of Carmel, Indiana,foreign corporations must register with the Secretary of the State of Indiana as required by the Indiana General Corporation Act as stated therein and expressed in the Attorney General's Opinion #2, dated January 23, 1958.] .1 Corporation Name: .2 Address: .3 Date registered with State of Indiana: .4 Indiana Registered Agent: Name: Address: BID-2 IN2004.0222.PH2.FE.DOC MAR-26-2008 09:48 STRUCTUREPOINT 3175430270 P.03/29 PART 2 BID PROPOSAL 2.1 Base Bid 'i'he undersigned Bidder proposes to furnish all necessary labor, machinery, tools, apparatus, materials, equipment, service, and other necessary supplies, and to perform and fulfill all obligations incident thereto in strict accordance with and within the time(s) provided by the terms and conditions of the Contract Documents for the above described Work and Project, including any and all addenda thereto, for the Unit Prices applicable to the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by e sl.im a ted unit quantities for such Contract Items, total Five Million Two Hundred Thirty One Thousand Eight Hundred Sixty One Dollars Dollars ($ 5,231,861.14 ). The and Fourteen ccnte -- Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and further acknowledges that the unit quantities listed in Net 3 of this Proposal are estimates solely for the purpose of Bid evaluation and Contract award, and are not to be construed as exact or binding. The Bidder further understands that all Work which may result on the Contract shall be compensated for on a Unit Price basis and that the OWNER and ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to be performed or furnished under the Contract. Alternate Bid "A" The undersigned Bidder proposes to furnish all necessary labor, machinery, tools, apparatus, materials, equipment, service, and other necessary supplies, and to perform and fulfill all obligations incident thereto in strict accordance with and within the time(s) provided by the terms and conditions of the Contract Documents for the above described Work and Project, including any and all addenda thereto, for the Unit Prices applicable to the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by estimated unit quantities for such Contract Items, total Four Million Nine Hundred Fifty Seven Thousand Nine Hundred Fifty Five Dollars Dollars ($4,957,955.03 ). The and Three centItidder acknowledges that evaluation of the lowest Bid shall be based on such price and further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates solely for the purpose of Bid evaluation and Contract award, and are not to be construed as exact or binding. The Bidder further understands that all Work which may result on the Contract shall be compensated for on a Unit Price basis and that the OWNER and ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to be performed or furnished under the Contract. Alternate Bid"B" The undersigned Bidder proposes to furnish all necessary labor, machinery, tools, apparatus, materials, equipment, service, and other necessary supplies, and to perform and fulfill all obligations incident thereto in strict accordance with and within the time(s) provided by the terms and conditions of the Contract. Documents for the above described Work and Project, including any and all addenda thereto, for the Unit Prices applicable to the Contract items as stated in Part 3 hereof, which Unit Prices, when multiplied by estimated.unit quantities for such Contract Items, total One Million Five Hundred Eighty Nine BID-4 ,N2oo4,o222.PH2.rr5.oOc • MAR-26-2008 09:48 STRUCTUREPOINT 3175430270 P.04/29 Thousand Two Hundred Fifteen Dollars The and Ninety Seven cents Dollars ($ 1,5„ Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates solely for the purpose of Bid evaluation and Contract award, and are not to be construed as exact or binding. The Bidder further understands that. all Work which may result on the Contract shall he compensated for on a Unit Price basis and that the OWNER and ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to be performed or furnished under the Contract. B I D-4 IN2004.0222.Pw2.FE.noc PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 06-12 TOWNE ROAD: 131st STREET TO 146TH STREET ITEM UNIT NO. DESCRIPTION UNIT QUANTITY PRICE TOTAL BID-4 IN2004.0222.PH2.FE.DOC E 'f z ITEMIZED BID BASE BID CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 1 CONSTRUCTION ENGINEERING LS 1 $60,000.00 $60,000.00 2 FIELD OFFICE,B MOS 15 $1,348.56 $20,228.40 3 MOBILIZATION AND DEMOBILIZATION LS 1 $106,681.97 $106,681.97 4 CLEARING RIGHT OF WAY LS 1 $37,954.34 $37,954.34 5 EXCAVATION,COMMON CYS 8,656 , $29.36 $254,140.16 6 BORROW CYS 50,893 $5.34 $271,768.62 7 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB EACH 6 $45.00 $270.00 INLET PROTECTION 8 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 46 $36.37 • $1,673.02 9 TEMPORARY DITCH INLET PROTECTION EACH 14 $60.00 $840.00 10 TEMPORARY SILT FENCE LFT 13323 $1.05 $13,989.15 11 TEMPORARY HORSESHOE DAM EACH 5 $500.00 $2,500.00 . 12 CULVERT PIPE PROTECTION EACH 2 $125.00 $250.00 - 13 STRUCTURE BACKFILL CYS 4641 $18.00 $83,538.00 14 CHEMICAL MODIFICATION,SOILS SYS 59398 $3.97 $235,810.06 15 COMPACTED AGGREGATE,NO.53,BASE TON 5350 $24.97 $133,589.50 16 WIDENING WITH HMA,TYPE C TON 50 $77.58 $3,879.00 17 MILLING,ASPHALT,1 1/2 IN. SYS 1493 $1.60 $2,388.80 18 HMA SURFACE,TYPE A TON 885 $64.17 $56,790.45 19 HMA SURFACE,TYPE C TON 3860 $73.33 $283,053.80 20 HMA INTERMEDIATE,TYPE A TON 2725 $56.50 .,$153,962.50 21 HMA INTERMEDIATE,TYPE C TON 6215 $48.11 $299,003.65 22 HMA BASE,TYPE C TON 17125 $46.93 $803,676.25 23 HMA FOR TEMPORARY PAVEMENT TON 603 $61.47 $37,066.41 24 HMA,TYPE C,INTERMEDIATE,OG19.0mm TON 7235 $56.56 $409,211.60 BID-4a IN2004.0222.PH1.FE.DOC ITEMIZED BID BASE BID CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 25 ASPHALT FOR TACK COAT TON 83 $0.08 $6.64 26 DECORATIVE CONCRETE PAVEMENT,TRUCK APRON SYS 296 $125.35 $37,103.60 27 CURB RAMP,CONCRETE,C SYS 94 $226.51 $21,291.94 28 CURB RAMP,CONCRETE,G SYS 79 $185.81 $14,678.99 29 CURB RAMP,CONCRETE,L SYS 176 $141.21 $24,852.96 30 SIDEWALK,CONCRETE,4 IN. SYS 46 $123.96 $5,702.16 31 CURB,MODIFIED ROLL LFT 666 $17.85 $11,888.10 32 CURB,CONCRETE,STRAIGHT LFT 590 $19.94 $11,764.60 33 CURB AND GUTTER,TYPE II LFT 16473 $12.07 $198,829.11 34 CURB AND GUTTER,TYPE III LFT 15119 $12.08 $182,637.52 35 HMA FOR APPROACHES,TYPE B TON 424 $82.07 $34,797.68 36 PCCP FOR APPROACHES,6 IN. SYS 752 $65.46 $49,225.92 37 MAILBOX ASSEMBLY,SINGLE EACH 12 $99.00 $1,188.00 38 GEOTEXTILES SYS 78 $1.12 $87.36 39 RIPRAP,REVETMENT TON 78 $36.85 $2,874.30 • 40 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $50.00 $100.00 41 MULCHED SEEDING,T,CONVENTIONAL MIX SYS 10321 $0.27 $2,786.67 42 MULCHED SEEDING,U SYS 20642 $1.93 $39,839.06 43 WATER kGAL 88 $3.15 $277.20 44 TOP SOIL CYS 9286 $9.29 $86,266.94 45 SODDING,NURSERY SYS 22078 $4.14 $91,402.92 46 FIELD DRILLED HOLE IN CONCRETE EACH 1 $564.98 $564.98 47 CULVERT,PRECAST BOX,5FT X 2 FT LFT 110 $220.36 $24,239.60 48 PIPE,TYPE 4,CIRCULAR,6 IN. LFT 14190 $3.25 $46,117.50 49 PIPE END SECTION,12 IN. EACH 4 $446.35 $1,785.40 BID-4a IN2004.0222.PH1.FE.DOC ITEMIZED BID BASE BID CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 50 PIPE END SECTION,15 IN. EACH 3 $548.31 $1,644.93 51 PIPE END SECTION,18 IN. EACH 2 $587.64 $1,175.28 52 PIPE END SECTION,24 IN. EACH 2 $626.98 $1,253.96 53 PIPE,REINFORCED CONCRETE,12 IN. LFT 4816 $29.91 $144,046.56 54 PIPE,REINFORCED CONCRETE,15 IN. LFT 2580 $23.54 $60,733.20 55 PIPE,REINFORCED CONCRETE,18 IN. LFT 873 $28.52 $24,897.96 56 PIPE,REINFORCED CONCRETE,24 IN. LFT 768 $30.48 $23,408.64 57 AGGREGATE FOR UNDERDRAINS CYS 1290 $39.75 $51,277.50 58 GEOTEXTILES FOR UNDERDRAIN SYS 15400 $1.80 $27,720.00 59 CASTING,ADJUST TO GRADE EACH 3 $447.88 $1,343.64 60 CASTING,4,FURNISH AND ADJUST TO GRADE EACH 1 $485.36 $485.36 61 INLET,J10 EACH 17 $1,340.07 $22,781.19 62 INLET,M10 EACH 34 $1,340.16 $45,565.44 63 CATCH BASIN,E7 EACH 5 $1,736.27 $8,681.35 64 CATCH BASIN,K10 EACH 48 $1,983.50 $95,208.00 1 65 MANHOLE,C4 EACH 45 $1,702.17 $76,597.65 I 66 MANHOLE,C7 EACH 2 $2,147.92 $4,295.84 67 ROAD CLOSURE SIGN ASSEMBLY EACH 12 $429.00 $5,148.00 68 TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT 9360 - $0.95 $8,892.00 69 TEMPORARY PAVEMENT MESSAGE MARKING,REMOVABLE, EACH 1 $97.00 $97.00 70 DETOUR ROUTE MARKER ASSEMBLY EACH 37 $107.00 $3,959.00 71 CONSTRUCTION SIGN,A EACH 26 $185.00 $4,810.00 72 FLASHING ARROW SIGN DAY 150 $13.00 $1,950.00 73 MAINTAINING TRAFFIC LS 1 $38,911.64 $38,911.64 74 BARRICADE,III-B LFT 180 $18.00 $3,240.00 BID-4a IN2004.0222.PHI.FE.DOC ■ ITEMIZED BID BASE BID CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 75 SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 549 $13.50 $7,411.50 76 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN. SFT 257 $17.00 $4,369.00 77 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN. SFT 132 $18.00 $2,376.00 78 IRRIGATION CONDUIT,PVC,4 IN LFT 1240 $9.00 $11,160.00 79 DECORATIVE STREET LIGHTING,WRING AND EACH 8 $8,500.00 $68,000.00 INSTALLATION 80 LIGHTING POWER DISTRIBUTION PANEL EACH 2 $7,500.00 $15,000.00 81 HANDHOLE,INSTALL EACH 19 $1,100.00 $20,900.00 82 CABLE INTERDUCT LFT 7260 $12.00 $87,120.00 83 DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 7 $1,700.00 $11,900.00 84 HANDHOLE,LIGHTING EACH 2 $850.00 $1,700.00 85 WIRE,NO.4,COPPER,IN PLASTIC DUCT,IN TRENCH,4 1/C LFT 1408 $15.00 $21,120.00 86 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK LFT 392 $1.09 LINE,8 IN. $427.28 87 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 12065 $0.20 $2,413.00 88 LINE,THERMOPLASTIC,SOLID,WHITE,4IN. LFT 2536 $0.44 $1,115.84 89 LINE,PAINT,SOLID,WHITE,4 IN. LFT 1190 $0.45 $535.50 90 LINE,PAINT,SOLID,YELLOW,4IN. LFT 2590 $0.45 $1,165.50 91 LINE,THERMOPLASTIC,SOLID,WHITE,6 IN. LFT 450 $1.15 $517.50 92 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 16468 $0.33 $5,434.44 93 TNRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 LFT 60 $4.55 $273.00 94 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE EACH 3 $95.00 $285.00 INDICATION 95 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD EACH 3 $110.00 ( $330.00 (ONLY) 96 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 17 $99.00 $1,683.00 97 LINE,THERMOPLASTIC,SOLID,YELLOW,8 IN. LFT 534 $0.89 $475.26 98 LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN,3FT STRIPE- LFT 171 $2.00 3FT GAP $342.00 99 LINE,THERMOPLASTIC,BROKEN,WHITE,121N,3FT STRIPE LFT 381 $2.00 3FT GAP $762.00 BID-4a IN2004.0222.PHI.FE.DOC s. ITEMIZED BID BASE BID CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 100 TRANSVERSE MARKING,THERMPLASTIC,CROSSWALK LINE,LFT 640 $3.29 $2,105.60 WHITE,24 IN 101 PAVEMENT MESSAGE MARKING,THERMOPLASTIC, EACH 8 $190.00 $1,520.00 FISHHOOK LANE INDICATION ARROW 102 TRANSVERSE MARKING,THERMOPLASTIC,"SHARKS TEETH" LFT 1000 $1.00 $1,000.00 103 SHRUBS,24 IN. EACH 324 $45.00 $14,580.00 104 DECIDOUS TREE,1 1/2 IN. EACH 13 $160.00 $2,080.00 105 DECIDOUS TREE,2 1/2 IN. EACH 147 $255.00 $37,485.00 106 DECIDOUS TREE,2 IN. EACH 52 $235.00 $12,220.00 107 PERENNIALS EACH 430 $14.00 $6,020.00 108 GROUNDCOVER EACH 4427 $1.10 $4,869.70 109 FIRE HYDRANT,RELOCATE EACH 5 $2,484.16 $12,420.80 110 VALVE BOX,ADJUST TO GRADE EACH 16 $375.99 $6,015.84 111 FIRE HYDRANT,ADJUST TO GRADE EACH 7 $1,981.25 $13,868.75 112 CURB BOX,ADJUST TO GRADE EACH 3 $447.88 $1,343.64 113 MANHOLE,J4 EACH 2 $3,202.13 $6,404.26 114 PIPE,REINFORCED CONCRETE,36 IN. LFT 104 $49.00 $5,096.00 115 INLET,RELOCATE EACH 4 $675.94 $2,703.76 116 LINE,REMOVE LFT 1700 $0.69 $1,173.00 117 TRANSVERSE MARKING,REMOVE EACH 2 $45.00 $90.00 118 STEEL CONDUIT,GALVANIZED,2 IN. LFT 890 $15.00 $13,350.00 TOTAL BASE BID: $5,231,861.14 SUBMITTED BY: --et Civil Contractors,Inc. SIGNATU" /0 ‘,..---ti/ Kevin S.Green President ADDRESS: 4898 Fieldstone Drive Whitestown,IN 46075 BID-4a IN2004.0222.PH1.FE.DOC ITEMIZED BID ALTERNATE A CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 1A CONSTRUCTION ENGINEERING LS 1 $50,000.00 $50,000.00 2A FIELD OFFICE,B MOS 15 $1,383.93 $20,758.95 3A MOBILIZATION AND DEMOBILIZATION LS 1 $110,009.24 $110,009.24 4A CLEARING RIGHT OF WAY LS 1 $38,760.51 $38,760.51 5A EXCAVATION,COMMON CYS 8,344 $30.34 $253,156.96 6A BORROW CYS 49,493 $5.09 $251,919.37 7A TEMPORARY EROSION AND SEDIMENT CONTROL,CURB EACH 6 $45.00 $270.00 INLET PROTECTION 8A TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 46 $38.04 $1,749.84 9A TEMPORARY DITCH INLET PROTECTION EACH 14 $60.00 $840.00 10A TEMPORARY SILT FENCE LFT 13323 $1.05 $13,989.15 11A TEMPORARY HORSESHOE DAM EACH 5 $500.00 $2,500.00 12A CULVERT PIPE PROTECTION EACH 2 $125.00 $250.00 13A STRUCTURE BACKFILL CYS 4641 $19.04 $88,364.64 14A CHEMICAL MODIFICATION,SOILS SYS 59398 $4.13 $245,313.74 15A COMPACTED AGGREGATE,NO.53,BASE TON 5350 $25.39 $135,836.50 16A WIDENING WITH HMA,TYPE C TON 50 $79.31 $3,965.50 17A MILLING,ASPHALT,1 1/2 IN. SYS 1493 $1.45 $2,164.85 1SA HMA SURFACE,TYPE A TON 885 $64.89 $57,427.65 19A HMA SURFACE,TYPE C TON 3219 $77.29 $248,796.51 20A HMA INTERMEDIATE,TYPE A TON 2725 $57.71 $157,259.75 21A HMA INTERMEDIATE,TYPE C TON 5146 $50.86 $261,725.56 22A HMA BASE,TYPE C TON 14163 $49.79 $705,175.77 23A HMA FOR TEMPORARY PAVEMENT TON 603 $63.16 $38,085.48 24A HMA,TYPE C,INTERMEDIATE,OG19.0mm TON 6137 $59.75 $366,685.75 BID-4a IN2004.0222.FH1.FE.DOC ITEMIZED BID ALTERNATE A CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 25A ASPHALT FOR TACK COAT TON 73 $0.09 $6.57 26A DECORATIVE CONCRETE PAVEMENT,TRUCK APRON SYS 296 $125.67 $37,198.32 27A CURB RAMP,CONCRETE,C SYS 94 $227.11 $21,348.34 28A CURB RAMP,CONCRETE,G SYS 79 $186.41 $14,726.39 29A CURB RAMP,CONCRETE,L SYS 176 $141.81 $24,958.56 30A SIDEWALK,CONCRETE,4 IN. SYS 46 $124.56 $5,729.76 31A CURB,MODIFIED ROLL LFT 666 $17.86 $11,894.76 32A CURB,CONCRETE,STRAIGHT LFT 590 $20.08 $11,847.20 33A CURB AND GUTTER,TYPE II LFT 16473 $12.07 i $198,829.11 34A CURB AND GUTTER,TYPE III LFT 3761 $12.88 $48,441.68 35A HMA FOR APPROACHES,TYPE B TON 424 $81.22 $34,437.28 36A PCCP FOR APPROACHES,6 IN. SYS 752 $65.80 $49,481.60 37A MAILBOX ASSEMBLY,SINGLE EACH 12 $99.00 $1,188.00 38A GEOTEXTILES SYS 78 $1.15 $89.70 39A RIPRAP,IREVETMENT Ton 78 $38.54 $3,006.12 40A MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $50.00 $100.00 41A MULCHED SEEDING,T,CONVENTIONAL MIX SYS 10321 $0.27 $2,786.67 42A MULCHED SEEDING,U SYS 20642 $2.08 $42,935.36 43A WATER kGAL 120 $3.15 $378.00 44A TOP SOIL CYS 9574 $9.84 $94,208.16 45A SODDING,NURSERY SYS 29848 $4.20 $125,361.60 46A FIELD DRILLED HOLE IN CONCRETE EACH 1 $578.36 $578.36 47A CULVERT,PRECAST BOX,5FT X 2 FT LFT 110 $235.74 $25,931.40 48A PIPE,TYPE 4,CIRCULAR,6 IN. LFT 14190 $3.25 $46,117.50 49A PIPE END SECTION,12 IN. EACH 4 $469.98 $1,879.92 BID-4a IN2004.0222.PHI.FE.DOC ITEMIZED BID ALTERNATE A CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 50A PIPE END SECTION,15 IN. EACH 3 $499.05 $1,497.15 51A PIPE END SECTION,18 IN. EACH 2 $539.90 $1,079.80 52A PIPE END SECTION,24 IN. EACH 2 $659.31 $1,318.62 53A PIPE,REINFORCED CONCRETE,12 IN. LFT 4816 $30.67 $147,706.72 54A PIPE,REINFORCED CONCRETE,15 IN. LFT 2580 $24.14 $62,281.20 55A PIPE,REINFORCED CONCRETE,18 IN. LFT 873 $29.28 $25,561.44 56A PIPE,REINFORCED CONCRETE,24 IN. LFT 768 $31.29 $24,030.72 57A AGGREGATE FOR UNDERDRAINS CYS 1290 $39.75 $51,277.50 58A GEOTEXTILES FOR UNDERDRAIN SYS 15400 $1.80 $27720.00 59A CASTING,ADJUST TO GRADE EACH 3 $458.81 $1,376.43 60A CASTING,4,FURNISH AND ADJUST TO GRADE EACH 1 $437.61 $437.61 61A INLET,J10 EACH 17 $1,374.69 $23,369.73 62A INLET,M10 EACH 34 $1,374.77 $46,742.18 63A CATCH BASIN,E7 EACH 5 $1,798.31 $8,991.55 64A CATCH BASIN,K10 EACH 48 $2,052.03 $98,497.44 65A MANHOLE,C4 EACH 45 $1,747.09 $78,619.05 66A MANHOLE,C7 EACH 2 $2,204.73 $4,409.46 67A ROAD CLOSURE SIGN ASSEMBLY EACH 12 $429.00 $5,148.00 68A TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT 9360 $0.95 $8,892.00 69A TEMP ORARY PAVEMENT MESSAGE MARKING,REMOVABLE, EACH 1 $97.00 $97.00 70A DETOUR ROUTE MARKER ASSEMBLY EACH 37 $107.00 $3,959.00 71A CONSTRUCTION SIGN,A EACH 26 $185.00 $4,810.00 72A FLASHING ARROW SIGN DAY 150 $13.00 $1,950.00 73A MAINTAINING TRAFFIC LS 1 $41,093.91 $41,093.91 74A BARRICADE,III-B LFT 180 $18.00 $3,240.00 1 BID-4a IN2004.0222.PH1.FE.DOC ITEMIZED BID ALTERNATE A • CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 75A SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 549 $13.50 $7,411.50 76A SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN. SFT 257 $17.00 $4,369.00 77A SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN. SFT 132 $18.00 $2,376.00 78A IRRIGATION CONDUIT,PVC,4 IN LFT 1240 $9.00 $11,160.00 79A DECORATIVE STREET LIGHTING,WIRING AND EACH 8 $8,500.00 $68,000.00 INSTALLATION 80A LIGHTING POWER DISTRIBUTION PANEL EACH 2 $7,500.00 $15,000.00 BIA HANDHOLE,INSTALL EACH 19 $1,100.00 $20,900.00 82A CABLE INTERDUCT LFT 7260 $12.00 $87,120.00 83A DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 7 $1,700.00 $11,900.00 84A HANDHOLE,LIGHTING EACH 2 $850.00 $1,700.00 85A WIRE,NO.4,COPPER,IN PLASTIC DUCT,IN TRENCH,41/C LFT 1408 $15.00 $21,120.00 86A TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK LFT 392 $1.09 $427.28 LINE,8 IN. 87A LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 12065 $0.20 $2,413.00 88A LINE,THERMOPLASTIC,SOLID,WHITE,4IN. LFT 2536 $0.44 $1,115.84 89A LINE,PAINT,SOLID,WHITE,4 IN. LFT 1190 $0.45 $535.50 90A LINE,PAINT,SOLID,YELLOW,4 IN. LFT 2590 $0.45 $1,165.50 91A LINE,THERMOPLASTIC,SOLID,WHITE,6 IN. LFT 450 $1.15 $517.50 92A LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 16468 $0.33 $5,434.44 93A TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 LFT 60 $4.55 $273.00 94A PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE EACH 3 $95.00 $285.00 INDICATION 95A PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD EACH 3 $110.00 $330.00 (ONLY) 96A SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 17 $99.00 $1,683.00 97A LINE,THERMOPLASTIC,SOLID,YELLOW,8 IN. LFT 534 $0.89 $475.26 98A LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN,3FT STRIPE- LFT 171 $2.00 $342.00 3FT GAP 99A LINE,THERMOPLASTIC,BROKEN,WHITE,121N,3FT STRIPE- LFT 381 $2.00 $762.00 3FT GAP BID-4a IN2004.0222.PHI.FE.DOC • ITEMIZED BID ALTERNATE A CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL ■ 100A TRANSVERSE MARKING,THERMPLASTIC,CROSSWALK LINE, LFT 640 $3.29 $2,105.60 WHITE,24 IN 101A PAVEMENT MESSAGE MARKING,THERMOPLASTIC, EACH 8 $190.00 $1,520.00 FISHHOOK LANE INDICATION ARROW 102A TRANSVERSE MARKING,THERMOPLASTIC,"SHARKS TEETH" LFT 1000 $1.00 $1,000.00 103A SHRUBS,24 IN. EACH 324 $45.00 $14,580.00 104A DECIDOUS TREE,1 1/2 IN. EACH 13 $160.00 $2,080.00 105A DECIDOUS TREE,21/2 IN. EACH 147 $255.00 $37,485.00 106A DECIDOUS TREE,2 IN. EACH 52 $235.00 $12,220.00 107A PERENNIALS EACH 430 $30.00 $12,900.00 108A GROUNDCOVER EACH 4427 $2.50 $11,067.50 109A FIRE HYDRANT,RELOCATE EACH 5 $2,534.29 $12,671.45 110A VALVE BOX,ADJUST TO GRADE EACH 16 $385.03 $6,160.48 111A FIRE HYDRANT,ADJUST TO GRADE EACH 7 $2,031.62 $14,221.34 112A CURB BOX,ADJUST TO GRADE EACH 3 $458.81 $1,376.43 113A MANHOLE,J4 EACH 2 $3,283.37 $6,566.74 114A PIPE,REINFORCED CONCRETE,36 IN. LFT 104 $50.29 $5,230.16 115A INLET,RELOCATE EACH 4 $692.23 $2,768.92 116A LINE,REMOVE LFT 1700 $0.69 $1,173.00 117A TRANSVERSE MARKING,REMOVE EACH 2 $45.00, $90.00 118A STEEL CONDUIT,GALVANIZED,2 IN. LFT 890 $15.001 $13,350.00 TOTAL ALTERNATE BID"A": $4,957,955.03 SUBMITTED BY: Calumet Civil Contractors,Inc. SIGNATURE: Kevin S.Green LE: President ADDRESS: 4898 Fieldstone Drive Whitestown,IN 46075 BID-4a IN2004.0222.PHI.FE.DOC ITEMIZED BID ALTERNATE B CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM I NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 1B CONSTRUCTION ENGINEERING LS 1 $15,000.00 $15,000.00 2B FIELD OFFICE,B MOS 9 $1,387.12 $12,484.08 1 3B IMOBILIZATION AND DEMOBILIZATION LS 1 $21,713.47 $21,713.47 4B I CLEARING RIGHT OF WAY LS 1 $15,000.00 $15,000.00 5B EXCAVATION,COMMON CYS 1,660 $55.00 $91,300.00 68 BORROW CYS 13,826 $7.41 $102,450.66 78 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB EACH 3 $45.00 $135.00 INLET PROTECTION 8B TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 0 $0.00 $0.00 98 TEMPORARY DITCH INLET PROTECTION EACH 5 $60.00 $300.00 10B TEMPORARY SILT FENCE LFT 6265 $1.05 $6,578:25 • 11B TEMPORARY HORSESHOE DAM EACH 0 $0.00 $0.00 12B CULVERT PIPE PROTECTION EACH 2 $125.00 $250.00 13B STRUCTURE BACKFILL CYS 1099 $18.34 $20,155.66 14B CHEMICAL MODIFICATION,SOILS SYS 15353 $4.09 $62,793.77 158 COMPACTED AGGREGATE,NO.53,BASE TON 225 $40.18 $9,040.50 16B WIDENING WITH HMA,TYPE C TON 50 - $79.80 $3,990.00 17B MILLING,ASPHALT,1 1/2 IN. SYS 1493 $2.23 $3,329.39 188 HMA SURFACE,TYPE A TON 0 $0.00 $0.00 19B HMA SURFACE,TYPE C TON 1095 $82.59 $90,436.05 20B HMA INTERMEDIATE,TYPE A TON 0 $0.001 $0.00 21B HMA INTERMEDIATE,TYPE C TON 1615 $53.85 $86,967.75 . 22B HMA BASE,TYPE C TON 4250 $50.31 $213,817.50 23B HMA FOR TEMPORARY PAVEMENT TON 1614 $60.27 $97,275.78 24B HMA,TYPE C,INTERMEDIATE,OG19.0mm TON 1850 $62.77 $116,124.50 BID-4a IN2004.0222.PH1.FE.DOC • • • ITEMIZED BID ALTERNATE B CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 25B ASPHALT FOR TACK COAT TON 16 $150.00 $2,400.00 26B DECORATIVE CONCRETE PAVEMENT,TRUCK APRON SYS 296 $125.67 $37,198.32 27B CURB RAMP,CONCRETE,C SYS 0 $0.00 $0.00 28B CURB RAMP,CONCRETE,G SYS 0 $0.00 $0.00 29B CURB RAMP,CONCRETE,L SYS 176 $141.81 $24,958.56 30B SIDEWALK,CONCRETE,4 IN. SYS 0 $0.00 $0.00 31B CURB,MODIFIED ROLL LFT 666 $20.36 $13,559.76 32B CURB,CONCRETE,STRAIGHT LFT 590 $22.28 $13,145.20 33B CURB AND GUTTER,TYPE II LFT 4352 $13.07 $56,880.64 34B CURB AND GUTTER,TYPE III LFT 3095 $13.88 $42,958.60 35B HMA FOR APPROACHES,TYPE B TON 0 $0.00 $0.00 368 PCCP FOR APPROACHES,6 IN. SYS 174 $69.56 $12,103.44 37B MAILBOX ASSEMBLY,SINGLE EACH 2 $99.00 $198.00 38B GEOTEXTILES SYS 17 $1.16 $19.72 39B RIPRAP,REVETMENT Ton 17 $64.66 $1,099.22 40B MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $50.00 $100.00 41B MULCHED SEEDING,T,CONVENTIONAL MIX SYS 3036 $0.27 $819.72 42B MULCHED SEEDING,U SYS 6072 $1.98 $12,022.56 43B WATER kGAL 13 $3.15 $40.95 44B TOP SOIL CYS 1581 $18.53 $29,295.93 45B SODDING,NURSERY SYS 3225 $4.19 $13,512.75 46B FIELD DRILLED HOLE IN CONCRETE EACH 0 $0.00 $0.00 47B CULVERT,PRECAST BOX,5FT X 2 FT LFT 0 $0.00 $0.00 1 48B PIPE,TYPE 4,CIRCULAR,6 IN. LFT 2146 $3.25 $6,974.50 1 49B PIPE END SECTION,12 IN. EACH 3 $459.34 $1,378.02 BID-4a IN2004.0222.PHI.FE.DOC ITEMIZED BID ALTERNATE B CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 50B PIPE END SECTION,15 IN. EACH 1 $563.96 $563.96'! 51B PIPE END SECTION,18 IN. EACH 1 $604.42 $604.42 52B PIPE END SECTION,24 IN. EACH 2 $644.91 $1,289.82 53B PIPE,REINFORCED CONCRETE,12 IN. LFT 1088 $30.77 • $33,477.76 54B PIPE,REINFORCED CONCRETE,15 IN. LFT 416 $2422 $10,075.52 1 55B PIPE,REINFORCED CONCRETE,18 IN. LFT 232 $29.34 $6,806.88 56B PIPE,REINFORCED CONCRETE,24 IN. LFT 130 $31.35 $4,075.50 57B AGGREGATE FOR UNDERDRAINS CYS 189 $39.75 $7,512.75 58B GEOTEXTILES FOR UNDERDRAIN SYS 2326 $1.80 $4,186.80 59B CASTING,ADJUST TO GRADE EACH 3 $460.69 $1,382.07 60B CASTING,4,FURNISH AND ADJUST TO GRADE EACH 1 $499.24 $499.24 61B INLET,J10 EACH 4 $1,378.69 $5,514.76 62B INLET,M10 EACH 5 $1,378.25 $6,891.25 63B CATCH BASIN,E7 EACH 1 $1,785.93 $1,785.93 64B CATCH BASIN,K10 EACH 8 $2,040.22 $16,321.76 65B MANHOLE,C4 EACH 12 $1,750.84 $21,010.08 66B MANHOLE,C7 EACH 0 $0.00 $0.00 67B ROAD CLOSURE SIGN ASSEMBLY EACH 12 $495.00 $5,940.00 688 TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT 0 $0.00 $0.00 69B TEMPORARY PAVEMENT MESSAGE MARKING,REMOVABLE, EACH 0 $0.00 $0.00 70B DETOUR ROUTE MARKER ASSEMBLY EACH 37 $120.00 $4,440.00 71B CONSTRUCTION SIGN,A EACH 12 $195.00 $2,340.00 72B FLASHING ARROW SIGN DAY 0 $0.00 $0.00 73B MAINTAINING TRAFFIC LS 1 $6,099.23 $6,099.23 74B BARRICADE,III-B LFT 180 $13.25 $2,385.00 BID-4a IN2004.0222.PH1.FE.DOC 5 • 5 ITEMIZED BID ALTERNATE B CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 75B SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 461 $13.50 $6,223.50 76B SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN. SFT 195 $17.00 $3,315.00 77B SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN. SFT 123 $18.00 $2,214.00 788 IRRIGATION CONDUIT,PVC,4 IN LFT 1240 $9.00 $11,160.00 79B DECORATIVE STREET LIGHTING,WIRING AND EACH 8 $8,500.00 $68,000.00 INSTALLATION 80B LIGHTING POWER DISTRIBUTION PANEL EACH 2 $7,500.00 $15,000.00 810 HANDHOLE,INSTALL EACH 0 $0.00 $0.00 82B CABLE INTERDUCT LFT 0 $0.00 $0.00 83B DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 4 $1,700.00 $6,800.00 84B HANDHOLE,LIGHTING EACH 2 $850.00 $1,700.00 85B WIRE,NO.4,COPPER,IN PLASTIC DUCT,IN TRENCH,41/C LFT 1408 $15.00 $21,120.00 868 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK LFT 0 $0.00• $0.00 LINE,8 IN. 87B LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 204 $0.32 $65.28 88B LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 1473 $0.32 $471.36 89B LINE,PAINT,SOLID,WHITE,4 IN. LFT 2862 $0.25 $715.50 ' 90B LINE,PAINT,SOLID,YELLOW,4 IN. LFT 2763 $0.25 $690.75 91B LINE,THERMOPLASTIC,SOLID,WHITE,6 IN. LFT 495 $1.06 $524.70 92B LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 5335 $0.32 $1,707.20 938 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 LFT 0 $0.00 $0.00 94B PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE EACH 0 $0.00 $0.00 INDICATION ARROW 958 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD EACH 0 $0.00 $0.00 (ONLY) 96B SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 17 $74.00 $1,258.00 97B LINE,THERMOPLASTIC,SOLID,YELLOW,8 IN. LFT 908 $1.41 $1,280.28 988 LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN,3FT STRIPE- LFT 0 $0.00 $0.00 3FT GAP 99B LINE,THERMOPLASTIC,BROKEN,WHITE,12IN,3FT STRIPE- LFT 381 $9.34 $3,558.54 3FT GAP BID-4a IN2004.0222.PHLFE.DOC ITEMIZED BID ALTERNATE B CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 1008 TRANSVERSE MARKING,THERMPLASTIC,CROSSWALK LINE, LFT 640 $4.25 $2,720.00 WHITE,24 IN 101 B PAVEMENT MESSAGE MARKING,THERMOPLASTIC, EACH 8 $345.00 $2,760.00 FISHHOOK LANE INDICATION ARROW 102B TRANSVERSE MARKING,THERMOPLASTIC,"SHARKS TEETH" LFT 1000 $6.25 $6,250.00 103B SHRUBS,24 IN. EACH 0 $0.00 $0.00 104B DECIDOUS TREE,1 1/2 IN. EACH 0 $0.00 $0.00 105B DECIDOUS TREE,2 1/2 IN. EACH 0 $0.00 $0.00 106B DECIDOUS TREE,2 IN. EACH 0 $0.00 . $0.00 107B PERENNIALS EACH 0 $0.00 $0.00 108B GROUNDCOVER EACH 0 $0.00 $0.00 109B FIRE HYDRANT,RELOCATE EACH ' 5 $2,540.90` $12,704.50 1108 VALVE BOX,ADJUST TO GRADE EACH ' 16 $386.75 $6,188.00 111B FIRE HYDRANT,ADJUST TO GRADE EACH 7 $2,037.89 $14,265.23, 1128 CURB BOX,ADJUST TO GRADE EACH 3 $460.69 $1,382.07 113B MANHOLE,J4 EACH 0 $0.00 $0.00 1148 PIPE,REINFORCED CONCRETE,36 IN. LFT 0 $0.00 $0.00 115B INLET,RELOCATE EACH 4 $695.27 $2,781.08 116B LINE,REMOVE LFT 0 $0.00 $0.00 117B TRANSVERSE MARKING,REMOVE EACH 0 $0.00 $0.00 118B STEEL CONDUIT,GALVANIZED,2 IN. LFT 890 $15.00 $13,350.00 TOTAL ALTERNATE BID"B": $1,589,215.97 SUBMITTED BY: Calumet Civil Contractors,Inc. SIGNATURE: ,-- Kevin S.Green T President ADDRESS: 4898 Fieldstone Drive Whitestown,IN 46075 BID-4a IN2004.0222.PH I.FE.DOC PART 4 CONTRACT DOCUMENTS AND ADDENDA 4.1 The Bidder agrees to be bound by the terms and provisions of all Contract Documents as defined in the Standard General Conditions and incorporates such Contract Documents herein by reference. 4.2 The Bidder acknowledges receipt of the following addenda: ADDENDUM NUMBER DATE One March 13, 2008 Two March 14, 2008 Three March 25, 2008 Four March 28, 2008 • BID-5 IN2004.0222.PH2.FE.DOC PART 5 EXCEPTIONS Instructions To Bidders: 5.1 The Bidder shall fully state each exception taken to the Specifications or other Contract Documents in Section 5.3 of this Part. 5.2 Bidder is cautioned that any exception taken by Bidder and deemed by OWNER to be a material qualification or variance from the terms of the Contract Documents may result in this Bid being rejected as non-responsive. 5.3 Exceptions: None BID-6 IN2004.0222.PH2.FE.DOC Form No.96(Revised 2005) BID OF Calumet Civil Contractors, Inc. (Contractor) 4898 Fieldstone Drive (Address) Whitestown, IN 46075 FOR PUBLIC WORKS PROJECTS OF City of Carmel Filed: April 2,2008 Action taken Prescribed by the State Board of Accounts Form No.96(Revised 2005) State Form 52414 Prescribed by State Board of Accounts Form No.96(Revised 2005) CONTRACTORS BID FOR PUBLIC WORKS—FORM 96 PART I (To be completed for all bids Please type or print) Date: April 2,2008 1.Governmental Unit: City of Cannel 2.County: Hamilton County 3.Bidder(Firm): Calumet Civil Contractors,Inc. Address: 4898 Fieldstone Drive City/State: Whitestown,IN 46075 4. Telephone Number: (317)769-1900 5. Agent of Bidder(if applicable): Kevin S.Green Pursuant to notices given,the undersigned offers to furnish labor and/or material necessary to complete the public works project of City of Carmel (Governmental Unit)in accordance with plans and specifications prepared by American Structurepoint,Inc. and dated February 2008 for the sum of Eleven Million Seven Hundred Seventy Nine Thousand Thirty Two Dollars and Fourteen Cents $ 11,779,032.14 The undersigned further agrees to furnish a bond or certified check with this bid for an amount specified in the notice of the letting. If alternative bids apply,the undersigned submits a proposal for each in accordance with the notice. Any addendums attached will be specifically referenced at the applicable page. If additional units of material included in the contract are needed,the cost of units must be the same as that shown in the original contract if accepted by the government unit. If the bid is to be awarded on a unit basis,the itemization of units shall be shown on a separate attachment. The Contractor and his subcontractors,if any,shall not discriminate against or intimidate any employee,or applicant for employment,to be employed in the performance of this contract,with respect to any matter directly or indirectly related to employment because of race,religion,color,sex,national origin or ancestry. Breach of this covenant may be regarded as a material breach of the contract CERTIFICATION OF USE OF UNITED STATES STEEL PRODUCTS (If applicable) I,the undersigned bidder or agent as a contractor on a public works project,understand my statutory obligation to use steel products made in the United States.(I.C.5-16-8-2).I hereby certify that I and all subcontractors employed by me for this project will use U.S.steel products on this project if awarded. I understand that violations hereunder may result in forfeiture of contractual payments. ACCEPTANCE The above bid is accepted this day of , subject to the following conditions: Contracting Authority Members: PART II (For projects of$100,000 or more—IC 36-1-12-4) Governmental Unit: City of Carmel Bidder(Firm): Calumet Civil Contractors,Inc. Date: April 2,2008 These statements to be submitted under oath by each bidder with and as a part of his bid. Attach additional pages for each section as needed. SECTION I EXPERIENCE QUESTIONNAIRE 1. What public works projects has your organization completed for the period of one(1)year prior to the date of the current bid? Contract Amount Class of Work Completion Date Name and Address of Owner 497,020 Asphalt Paving 2002 INDOT 748,159 Asphalt Paving 2002 INDOT 764,090 Asphalt Paving 2002 INDOT 303,854 Asphalt Paving 2002 INDOT 2. What public works projects are now in process of construction by your organization? Contract Amount Class of Work Expected Completion Name and Address of Owner Date 2,192,866 Asphalt Paving 2003 INDOT 1,063,608 Asphalt Paving 2003 Indianapolis 546,103 Asphalt Paving 2003 Indianapolis 1,227,677 Asphalt Paving 2003 Indianapolis 3. Have you ever failed to complete any work awarded to you? No If so,where and why? 4. List references from private firms for which you have performed work. R.N.Thompson Brenwick Development The Skillman Corporation Duke Construction Management Verkler,Inc. SECTION H PLAN AND EQUIPMENT QUESTIONNAIRE 1. Explain your plan or layout for performing proposed work.(Examples could include a narrative of when you could begin work, completed the project,number of workers,etc,and any other information which you believe would enable the governmental unit consider your bid.) In accordance with the plans and specifications 2.Please list the names and addresses of all subcontractors(i.e.persons or firms outside your own firm who have performed part of the work)that you have used on public works projects during the past five(5)years along with a brief description of the work done by each subcontractor. Unable to provide a listing at this time 3.If you intend to sublet any portion of the work,state the name and address of each subcontractor,equipment to be used by the subcontractor,and whether you expect to require a bond. However,if you are unable to currently provide a listing,please understand, a listing must be provided prior to contract approval. Until the completion of the proposed project,you are under a continuing obligation to immediately notify the government unit in the event that you subsequently determine that you will use a subcontractor on the proposed project. Unable to provide a listing at this time. 4.What equipment do you intend to use for the proposed project? Any equipment to be used by subcontractors may also be required to be listed by the governmental unit. As needed to properly perform the work 5.Have you entered into contracts or received offers for all materials,which substantiate the prices used in preparing you proposal? Otherwise,please explain the rationale used which would corroborate the prices listed. Yes SECTION III CONTRACTOR'S FINANCIAL STATEMENT SEE ENCLOSED Attachment of bidder's financial statement is mandatory. Any bid submitted without said financial statement as required by statute shall thereby be rendered invalid. The financial statement provided hereunder to the governing body awarding the contract must be specific enough in detail so that said governing body can make a proper determination of the bidder's capability for completing the project if awarded. BIDDER'S ITEMIZED PROPOSAL AND DECLARATIONS City of Carmel Instructions To Bidders: This form shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts shall be fully and accurately filled in and completed and notarized. Project: Towne Road:131st Street to 146'x'Street • Proposal For Construction of: Reconstruction of Towne Road beginning at 131st Street and continuing North to the intersection 146th Street. Construction of roundabouts at Towne Road and 136th Street and Towne Road and 1415'Street. Date: APRIL 2, 2008 • To: City of Carmel,Indiana,Board of Public Works and Safety • BID-1 IN2004.0222.PH2.FE.DOC • PART 1 BIDDER INFORMATION (Print) 1.1 Bidder Name: MILESTONE CONTRACTORS, L.P. 1.2 Bidder Address: Street Address: 5950 SOUTH BELMONT AVENUE City: INDIANAPOLIS State: IN Zip: 46217 Phone: (317) 788-6885 Fax: (317) 788-1098 1.3 Bidder is a/an[mark one] LIMITED Individual xx Partnership Indiana Corporation Foreign(Out of State) Corporation; State: Joint Venture Other 1.4 [The following must be answered if the Bidder or any of its partners or joint venture parties is a foreign corporation. Note: To do business in or with the City of Carmel, Indiana,foreign corporations must register with the Secretary of the State of Indiana as required by the Indiana General Corporation Act as stated therein and expressed in the Attorney General's Opinion #2, dated January 23, 1958.] .1 Corporation Name: .2 Address: .3 Date registered with State of Indiana: .4 Indiana Registered Agent: Name: Address: BID-2 1N2004.0222.PH2.FE.DOC MAR-26-2008 09:56 STRUCTUREPOINT 3175430270 P.03/29 PART 2 BID PROPOSAL • 2.1 Base Bid The undersigned Bidder proposes to furnish all necessary labor, machinery, tools, apparatus, materials, equipment, service, and other necessary supplies, and to perform and fulfill all obligations incident thereto in strict accordance with and within the time(s) provided by the terms and conditions of the Contract Documents for the above described Work and Project, including any and all addenda thereto, for the Unit Prices applicable to the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by estimated unit quantities for such Contract items, total .v E' •� Dollars ($ 5i1P; , ,00 ). The Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates solely for the purpose of Bid evaluation and Contract award, and are not to be construed as exact or binding. The Bidder further understands that all Work which may result on the Contract shall be compensated for on a Unit Price basis and that the OWNER and ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to be performed or furnished under the Contract. Alternate Bid "A" The undersigned Bidder proposes to furnish all necessary labor, machinery, tools, apparatus, materials, equipment, service, and other necessary supplies, and to perform and fulfill all obligations incident thereto in strict accordance with and within the time(s) provided by the terms and conditions of the Contract Documents for the above described Work and Project, including any and all addenda thereto, for the Unit Prices applicable to the Contract items as stated in Part 3 hereof, which Unit Prices, when multiplied by estimated unit quantities for such Contract items, totalT-;a6 ■,\\\or, 4uN4 �► . . 6 c Dollars ($ 5,3`d(23,oOO.oo). The Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates solely for the purpose of Bid evaluation and Contract award, and are not to be construed as exact or binding. The Bidder further understands that all Work which may result on the Contract shall be compensated for on a Unit Price basis and that the OWNER and ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to be performed or furnished under the Contract. Alternate Bid"B" The undersigned Bidder proposes to furnish all necessary labor, machinery, tools, apparatus, materials, equipment, service, and other necessary supplies, and to perform and fulfill all obligations incident thereto in strict accordance with and within the tirne(s) provided by the terms and conditions of the Contract. Documents for the above described Work and Project, including any and all addenda thereto, for the Unit Prices applicable to the Contract items as stated in Part 3 hereof, which Unit Prices, when multiplied by estimated unit quantities for such Contract Items,total Or.)C won E,+- lAurobee. 131D-4 r N2004,0222.PH2.FE.DOC f)AR-26-2008 09:57 STRUCTUREPOINT 3175430270 P.04/29 Sven Dollars (`618 `l,0oo.oe� The Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates solely for the purpose of Bid evaluation and Contract award, and are not to be construed as exact or binding. The Bidder further understands that. all Work which may result on the Contract shall he compensated for on a Unit Price basis and that the OWNER and ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to be performed or furnished under the Contract. • • • • BID-4 1N2oo4.o222.1)112.FF..noc • PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 06-12 TOWNE ROAD: 131st STREET TO 146TH STREET ITEM UNIT NO. DESCRIPTION UNIT QUANTITY PRICE - TOTAL BID-4 IN2004.0222.PH2.FE.DOC Z., A ITEMIZED BID BASE BID CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 1 CONSTRUCTION ENGINEERING LS 1 $115,000.00 $115,000.00 2 FIELD OFFICE,B MOS 15 $2,200.00 $33,000.00 3 MOBILIZATION AND DEMOBILIZATION LS 1 $256,195.24 $256,195.24 4 CLEARING RIGHT OF WAY LS 1 $65,000.00 $65,000.00 5 EXCAVATION,COMMON CYS 8,656 $30.00 $259,680.00 6 BORROW CYS 50,893 $7.60 $386,786.80 7 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB EACH 6 $65.00 $390.00 INLET PROTECTION 8 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 46 $25.00 $1,150.00 9 TEMPORARY DITCH INLET PROTECTION EACH 14 $65.00 $910.00 10 TEMPORARY SILT FENCE LFT 13323 $1.75 $23,315.25 11 TEMPORARY HORSESHOE DAM EACH 5 $265.00 $1,325.00 12 CULVERT PIPE PROTECTION EACH 2 $424.00 $848.00 13 STRUCTURE BACKFILL CYS 4641 $22.26 $103,308.66 14 CHEMICAL MODIFICATION,SOILS SYS 59398 $3.70 $219,772.60 15 COMPACTED AGGREGATE,NO.53,BASE TON 5350 $25.00 $133,750.00 16 WIDENING WITH HMA,TYPE C TON 50 $150.00 $7,500.00 17 MILLING,ASPHALT,1 1/2 IN. SYS 1493 $7.00 $10,451.00 18 HMA SURFACE,TYPE A TON 885 $73.00 $64,605.00 19 HMA SURFACE,TYPE C TON 3860 $75.00 $289,500.00 20 HMA INTERMEDIATE,TYPE A TON 2725 $54.00 $147,150.00 21 HMA INTERMEDIATE,TYPE C TON 6215 $52.00 $323,180.00 22 HMA BASE,TYPE C TON 17125 $49.00 $839,125.00 23 HMA FOR TEMPORARY PAVEMENT TON 603 $117.00 $70,551.00 24 HMA,TYPE C,INTERMEDIATE,0G19.Omm TON 7235 $59.00 $426,865.00 BID-4a IN2004.0222.PHI.FE.DOC ■ A ITEMIZED BID BASE BID CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/212008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 25 ASPHALT FOR TACK COAT TON 83 $288.00 $23,904.00 26 DECORATIVE CONCRETE PAVEMENT,TRUCK APRON SYS 296 $128.00 $37,888.00 27 CURB RAMP,CONCRETE,C SYS 94 $185.00 $17,390.00 28 CURB RAMP,CONCRETE,G SYS 79 $185.00 $14,615.00 29 CURB RAMP,CONCRETE,L SYS 176 $185.00 $32,560.00 30 SIDEWALK,CONCRETE,4 IN. SYS 46 $70.00 $3,220.00 31 CURB,MODIFIED ROLL LFT .666 $36.00 $23,976.00 32 CURB,CONCRETE,STRAIGHT LFT 590 $37.00 $21,830.00 33 CURB AND GUTTER,TYPE II LFT 16473 $14.00 $230,622.00 34 CURB AND GUTTER,TYPE III LFT 15119 $15.00 $226,785.00 35 HMA FOR APPROACHES,TYPE B TON 424 $69.00 $29,256.00 36 PCCP FOR APPROACHES,6 IN. SYS 752 $50.00 $37,600.00 37 MAILBOX ASSEMBLY,SINGLE EACH 12 $185.00 $2,220.00 38 GEOTEXTILES SYS 78 $1.10 $85.80 39 RIPRAP,REVETMENT TON 78 $25.00 $1,950.00 40 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $300.00 $600.00 41 MULCHED SEEDING,T,CONVENTIONAL MIX SYS 10321 $0.25 $2,580.25 42 MULCHED SEEDING,U SYS 20642 $0.30 $6,192.60 43 WATER kGAL 88 $1.00 $88.00 44 TOP SOIL CYS 9286 $13.25 $123,039.50 45 SODDING,NURSERY SYS 22078 $2.50 $55,195.00 46 FIELD DRILLED HOLE IN CONCRETE EACH 1 $636.00 $636.00 47 CULVERT,PRECAST BOX,5FT X 2 FT LFT 110 $260.00 $28,600.00 48 PIPE,TYPE 4,CIRCULAR,6 IN. LFT 14190 $3.25 $46,117.50 49 PIPE END SECTION,12 IN. EACH 4 $456.00 $1,824.00 I BID-4a IN2004.0222.PHI.FE.DOC • 4 ITEMIZED BID BASE BID CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/212008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL . _ __ _ _. _-... . __.. _ _ __. _ _ . _ . _. ._ - _ 50 PIPE END SECTION,15 IN. EACH 3 $477.00 $1,431.00 51 PIPE END SECTION,18 IN. EACH 2 $520.00 $1,040.00 52 PIPE END SECTION,24 IN. EACH 2 $610.00 $1,220.00 53 PIPE,REINFORCED CONCRETE,12 IN. LFT 4816 $22.00 $105,952.00 54 PIPE,REINFORCED CONCRETE,15 IN. LFT 2580 $26.00 $67,080.00 55 PIPE,REINFORCED CONCRETE,18 IN. LFT 873 $27.00 $23,571.00 56 PIPE,REINFORCED CONCRETE,24 IN. LFT 768 $36.00 $27,648.00 57 AGGREGATE FOR UNDERDRAINS CYS 1290 $40.00 $51,600.00 58 GEOTEXTILES FOR UNDERDRAIN SYS 15400 $2.00 $30,800.00 59 CASTING,ADJUST TO GRADE EACH 3 $425.00 $1,275.00 60 CASTING,4,FURNISH AND ADJUST TO GRADE EACH 1 $800.00 $800.00 61 INLET,J10 EACH 17 $1,400.00 $23,800.00 62 INLET,M10 EACH 34 $1,400.00 $47,600.00 63 CATCH BASIN,E7 EACH 5 $1,400.00 $7,000.00 64 CATCH BASIN,K10 EACH 48 $1,500.00 $72,000.00 65 MANHOLE,C4 EACH 45 $2,000.00 $90,000.00 66 MANHOLE,C7 . EACH 2 $2,000.00 . $4,000.00 67 ROAD CLOSURE SIGN ASSEMBLY EACH 12 $430.00 $5,160.00 68 TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT 9360 $1.00 $9,360.00 69 TEMPORARY PAVEMENT MESSAGE MARKING,REMOVABLE, EACH 1 $97.00 $97.00 70 DETOUR ROUTE MARKER ASSEMBLY EACH 37 $107.00 $3,959.00 71 CONSTRUCTION SIGN,A EACH 26 $185.00 $4,810.00 72 FLASHING ARROW SIGN DAY 150 $13.00 $1,950.00 . 73 MAINTAINING TRAFFIC LS 1 $50,000.00 $50,000.00 74 BARRICADE,III-B LFT 180 $18.00 $3240.00 BID-4a IN2004.0222.PH1.FE.DOC A ITEMIZED BID BASE BID CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 75 SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 549 $13.50 $7,411.50 76 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN.SFT 257 $17.00 $4,369.00 77 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN.SFT 132 $18.00 $2,376.00 78 IRRIGATION CONDUIT,PVC,4 IN LFT 1240 $9.00 $11,160.00 79 DECORATIVE STREET LIGHTING,WIRING AND EACH 8 $8,500.00 $68,000.00 INSTALLATION 80 LIGHTING POWER DISTRIBUTION PANEL EACH 2 $7,500.00 $15,000.00 81 HANDHOLE,INSTALL EACH 19 $1,100.00 $20,900.00 82 CABLE INTERDUCT LFT 7260 $12.00 $87,120.00 83 DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 7 $1,700.00 $11,900.00 84 HANDHOLE,LIGHTING EACH 2 $850.00 $1,700.00 85 WIRE,NO.4,COPPER,IN PLASTIC DUCT,IN TRENCH,4 1/C LFT 1408 $15.00 $21,120.00 86 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK LFT 392 $1.10 $431.20 LINE,8 IN. 87 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 12065 $0.20 $2,413.00 88 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 2536 $0.45 $1,141.20 89 LINE,PAINT,SOLID,WHITE,4 IN. LFT 1190 $0.45 $535.50 90 LINE,PAINT,SOLID,YELLOW,4 IN. LFT 2590 $0.45 $1,165.50 91 LINE,THERMOPLASTIC,SOLID,WHITE,6 IN. LFT 450 $1.15 _ _$517.50 92 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 16468 $0.35 $5,763.80 93 TNRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 LFT 60 $4.60 $276.00 94 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE EACH 3 $95.00 $285.00 INDICATION 95 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD EACH 3 $110.00 $330.00 (ONLY) 96 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 17 $99.00 $1,683.00 97 LINE,THERMOPLASTIC,SOLID,YELLOW,8 IN. LFT 534 $0.90 $480.60 98 LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN,3FT STRIPE- LFT 171 $2.00 $342.00 3FT GAP 99 LINE,THERMOPLASTIC,BROKEN,WHITE,121N,3FT STRIPE.- LFT 381 $2.00 $762.00 3FT GAP BID-4a IN2004.0222.PHI.FE.DOC 4 ITEMIZED BID BASE BID CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 100 TRANSVERSE MARKING,THERMPLASTIC,CROSSWALK LINE, LFT 640 $3.30 $2,112.00 WHITE,24 IN 101 PAVEMENT MESSAGE MARKING,THERMOPLASTIC, EACH 8 $190.00 $1,520.00 FISHHOOK LANE INDICATION ARROW 102 TRANSVERSE MARKING,THERMOPLASTIC,"SHARKS TEETH"LFT 1000 $1.00 $1,000.00 103 SHRUBS,24 IN. EACH 324 $42.00 $13,608.00 104 DECIDOUS TREE,1 1/2 IN. EACH 13 $210.00 $2,730.00 105 DECIDOUS TREE,2 1/2 IN. EACH 147 $255.00 $37,485.00 106 DECIDOUS TREE,2 IN. EACH 52 $230.00 $11,960.00 107 PERENNIALS EACH 430 $32.00 $13,760.00 108 GROUNDCOVER EACH 4427 $3.00 $13,281.00 109 FIRE HYDRANT.RELOCATE EACH 5 $4,770.00 $23,850.00 110 VALVE BOX,ADJUST TO GRADE EACH 16 $265.00 $4,240.00 111 FIRE HYDRANT,ADJUST TO GRADE EACH 7 $690.00 $4,830.00 112 CURB BOX,ADJUST TO GRADE EACH 3 $371.00 $1,113.00 113 MANHOLE,J4 EACH 2 $2,900.00 $5,800.00 114 PIPE,REINFORCED CONCRETE,36 IN. LFT 104 $68.00 $7,072.00 115 INLET,RELOCATE EACH 4 $1,325.00 $5,300.00 116 LINE,REMOVE _ _ LFT 1700 $0.70 _--._ _ _ _$1,190.00 117 TRANSVERSE MARKING,REMOVE EACH 2 $45.00 $90.00 118 STEEL CONDUIT,GALVANIZED,2 IN. LFT 890 $15.00 $13,350.00 TOTAL BASE BID: $5,815,000.00 SUBMITTED BY: MilestoneCsntractors,L.P.By Contractors United,I c.-General Partner SIGNATURE: _A, / C . ./ / - TITLE Brad McCall,Manager of Estimating _ . - ADDRESS: 5950 South Belmont Avenue - - _ Indianapolis,IN 46217 BID-4a IN2004.0222.PHI.FE.DOC 4 ITEMIZED BID ALTERNATE A CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 41212008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 1A CONSTRUCTION ENGINEERING LS 1 $112,903.24 $112,903.24 2A FIELD OFFICE,B MOS 15 $2,200.00 $33,000.00 3A MOBILIZATION AND DEMOBILIZATION LS 1 $250,000.00 $250,000.00 4A CLEARING RIGHT OF WAY LS 1 $65,000.00 $65,000.00 5A EXCAVATION,COMMON CYS 8,344 $30.00 $250,320.00 6A BORROW CYS 49,493 $7.60 $376,146.80 7A TEMPORARY EROSION AND SEDIMENT CONTROL,CURB EACH 6 $65.00 $390.00 INLET PROTECTION 8A TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 46 $25.00 $1,150.00 9A TEMPORARY DITCH INLET PROTECTION EACH 14 $65.00 $910.00 10A TEMPORARY SILT FENCE LFT 13323 $1.75 $23,315.25 11A TEMPORARY HORSESHOE DAM EACH 5 $265.00 $1,325.00 12A CULVERT PIPE PROTECTION EACH 2 $424.00 $848.00 13A STRUCTURE BACKFILL CYS 4641 $22.26 $103,308.66 14A CHEMICAL MODIFICATION,SOILS SYS 59398 $3.70 $219,772.60 15A COMPACTED AGGREGATE,NO.53,BASE TON 5350 $25.00 $133,750.00 16A WIDENING WITH HMA,TYPE C TON 50 $150.00 $7,500.00 17A MILLING,ASPHALT,1 1/2 IN. SYS 1493 $7.00 $10,451.00 18A HMA SURFACE,TYPE A TON 885 $73.00 $64,605.00 19A HMA SURFACE,TYPE C TON 3219 $77.00 $247,863.00 20A HMA INTERMEDIATE,TYPE A TON 2725 $54.00 $147,150.00 21A HMA INTERMEDIATE,TYPE C TON 5146 $54.00 $277,884.00 22A HMA BASE,TYPE C TON 14163 $51.00 $722,313.00 23A HMA FOR TEMPORARY PAVEMENT TON 603 $117.00 $70,551.00 24A HMA,TYPE C,INTERMEDIATE,OG19.0mm TON . 6137 $61.00 $374,357.00 J I III BID-4a IN2004.0222.PH I.FE.DOC ITEMIZED BID ALTERNATE A CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/212008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 25A ASPHALT FOR TACK COAT TON 73 $288.00 $21,024.00 26A DECORATIVE CONCRETE PAVEMENT,TRUCK APRON SYS 296 $128.00 $37,888.00 27A CURB RAMP,CONCRETE,C SYS 94 $185.00 $17,390.00 28A CURB RAMP,CONCRETE,G SYS 79 $185.00 $14,615.00 29A CURB RAMP,CONCRETE,L SYS 176 $185.00 $32,560.00 30A SIDEWALK,CONCRETE,4 IN. SYS 46 $70.00 $3,220.00 31A CURB,MODIFIED ROLL LFT 666 $36.00 $23,976.00 32A CURB,CONCRETE,STRAIGHT LFT 590 $37.00 $21,830.00 33A CURB AND GUTTER,TYPE II LFT 16473 $14.00 $230,622.00 34A CURB AND GUTTER,TYPE III LFT 3761 $17.00 $63,937.00 35A HMA FOR APPROACHES,TYPE B TON 424 $69.00 $29,256.00 36A PCCP FOR APPROACHES,6 IN. SYS 752 $50.00 $37,600.00 37A MAILBOX ASSEMBLY,SINGLE EACH 12 $185.00 $2,220.00 38A GEOTEXTILES SYS 78 $1.10 $85.80 39A RIPRAP,REVETMENT Ton 78 $25.00 $1,950.00 40A MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $300.00 $600.00 41A MULCHED SEEDING,T,CONVENTIONAL MIX SYS 10321 $0.25 $2,580.25 42A MULCHED SEEDING,U SYS 20642 $0.30 $6,192.60 43A WATER kGAL 120 $1.00 $120.00 44A TOP SOIL CYS 9574 $13.25 $126,855.50 45A SODDING,NURSERY SYS 29848 $2.50 $74,620.00 46A FIELD DRILLED HOLE IN CONCRETE EACH 1 $636.00 $636.00 47A CULVERT,PRECAST BOX,5FT X 2 FT LFT 110 $260.00 $28,600.00 48A PIPE,TYPE 4,CIRCULAR,6 IN. LFT 14190 $3.25 $46,117.50 49A PIPE END SECTION,12 IN. EACH 4 $456.00 $1,824.00 BID-4a IN2004.0222.PHI.FE.DOC ITEMIZED BID ALTERNATE A CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/212008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 50A PIPE END SECTION,15 IN. EACH 3 $477.00 $1,431.00 51A PIPE END SECTION,18 IN. EACH 2 $520.00 $1,040.00 52A PIPE END SECTION,24 IN. EACH 2 $610.00 $1,220.00 53A PIPE,REINFORCED CONCRETE,12 IN. LFT 4816 $22.00 $105,952.00 54A PIPE,REINFORCED CONCRETE,15 IN. LFT 2580 $26.00 $67,080.00 55A PIPE,REINFORCED CONCRETE.18 IN. LFT 873 $27.00 $23,571.00 56A PIPE,REINFORCED CONCRETE,24 IN. LFT 768 $36.00 $27,648.00 57A AGGREGATE FOR UNDERDRAINS CYS 1290 $40.00 $51,600.00 58A GEOTEXTILES FOR UNDERDRAIN SYS 15400 $2.00 $30,800.00 59A CASTING,ADJUST TO GRADE EACH 3 $425.00 $1,275.00 60A CASTING,4,FURNISH AND ADJUST TO GRADE EACH 1 $800.00 $800.00 61A INLET,J10 EACH 17 $1,400.00 $23,800.00 62A INLET,M10 EACH 34 $1,400.00 $47,600.00 63A CATCH BASIN,E7 EACH 5 $1,400.00 $7,000.00 64A CATCH BASIN,K10 EACH 48 $1,500.00 $72,000.00 65A MANHOLE,C4 EACH 45 $2,000.00 $90,000.00 66A MANHOLE,C7 _ EACH 2 $2,000.00 __. . $4,000.00 67A ROAD CLOSURE SIGN ASSEMBLY EACH 12 $430.00 $5,160.00 68A TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT 9360 $1.00 $9,360.00 69A TEMPORARY PAVEMENT MESSAGE MARKING,REMOVABLE, EACH 1 $97.00 $97.00 70A DETOUR ROUTE MARKER ASSEMBLY EACH 37 $107.00 $3,959.00 71A CONSTRUCTION SIGN,A EACH 26 $185.00 $4,810.00 72A FLASHING ARROW SIGN DAY 150 $13.00 $1,950.00 73A MAINTAINING TRAFFIC LS 1 $50,000.00 $50,000.00 74A BARRICADE,III-B LFT 180 $18.00 $3,240.00 BID-4a IN2004.0222.PH1.FE.DOC ITEMIZED BID ALTERNATE A CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/212008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 75A SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 549 $13.50 $7,411.50 76A SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN. SFT 257 $17.00 $4,369.00 77A SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN. SFT 132 $18.00 $2,376.00 78A IRRIGATION CONDUIT,PVC,4 IN LFT 1240 $9.00 $11,160.00 79A DECORATIVE STREET LIGHTING,WIRING AND INSTALLATION EACH 8 $8,500.00 $68,000.00 80A LIGHTING POWER DISTRIBUTION PANEL EACH 2 $7,500.00 $15,000.00 81A HANDHOLE,INSTALL EACH 19 $1,100.00 $20,900.00 82A CABLE INTERDUCT LFT 7260 $12.00 $87,120.00 83A DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 7 $1,700.00 $11,900.00 84A HANDHOLE,LIGHTING EACH 2 $850.00 $1,700.00 85A WIRE,NO.4,COPPER,IN PLASTIC DUCT,IN TRENCH,4 1/C LFT 1408 $15.00 $21,120.00 86A TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK LFT 392 $1.10 $431.20 LINE,8 IN. 87A LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 12065 $0.20 $2,413.00 88A LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 2536 $0.45 $1,141.20 89A LINE,PAINT,SOLID,WHITE,4 IN. LFT 1190 $0.45 $535.50 90A LINE,PAINT,SOLID,YELLOW,4 IN. LFT 2590 $0.45 $1,165.50 91A LINE,THERMOPLASTIC,SOLID,WHITE,6 IN. LFT 450 $1.15 _$517.50 92A LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 16468 $0.35 $5,763.80 93A TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 LFT 60 $4.60 $276.00 94A PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE EACH 3 $95.00 $285.00 INDICATION 95A PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD EACH 3 $110.00 $330.00 (ONLY) 96A SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 17 $99.00 $1,683.00 97A LINE,THERMOPLASTIC,SOLID,YELLOW,8 IN. LFT 534 $0.90 $480.60 98A LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN,3FT STRIPE- LFT 171 $2.00 $342.00 3FT GAP 99A LINE,THERMOPLASTIC,BROKEN,WHITE,121N,3FT STRIPE- LFT 381 $2.00 $762.00 3FT GAP BID-4a IN2004.0222.PH I.FE.DOC ITEMIZED BID ALTERNATE A CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 100A TRANSVERSE MARKING,THERMPLASTIC,CROSSWALK LINE, LFT 640 $3.30 $2,112.00 WHITE,24 IN 101A PAVEMENT MESSAGE MARKING,THERMOPLASTIC, EACH 8 $190.00 $1,520.00 FISHHOOK LANE INDICATION ARROW 102A TRANSVERSE MARKING,THERMOPLASTIC,"SHARKS TEETH" LFT 1000 $1.00 $1,000.00 103A SHRUBS,24 IN. EACH 324 $42.00 $13,608.00 104A DECIDOUS TREE,1 1/2 IN. EACH 13 $210.00 $2,730.00 105A DECIDOUS TREE,2 1/2 IN. EACH 147 $255.00 $37,485.00 106A DECIDOUS TREE,2 IN. EACH 52 $230.00 $11,960.00 107A PERENNIALS EACH 430 $32.00 $13,760.00 108A GROUNDCOVER EACH 4427 $3.00 $13,281.00 109A FIRE HYDRANT,RELOCATE EACH 5 $4,770.00 $23,850.00 110A VALVE BOX,ADJUST TO GRADE EACH 16 $265.00 $4,240.00 11IA FIRE HYDRANT,ADJUST TO GRADE EACH 7 $690.00 $4,830.00 112A CURB BOX,ADJUST TO GRADE EACH 3 $371.00 $1,113.00 113A MANHOLE,J4 EACH 2 $2,900.00 $5,800.00 114A PIPE,REINFORCED CONCRETE,36 IN. LFT 104 $68.00 $7,072.00 115A INLET,RELOCATE EACH 4 $1,325.00 $5,300.00 118A LINE,REMOVE .. . LFT 1700 $0.70 $1,190.00 117A TRANSVERSE MARKING,REMOVE EACH 2 $45.00 $90.00 118A STEEL CONDUIT.GALVANIZED,2 IN. LFT 890 $15.00 $13,350.00 TOTAL ALTERNATE BID"A": $5,388,000.00 SUBMITTED BY: Milestone Contractors,L.P.By Contractors United,Inc.-General Partner SIGNATURE: �r1+G��, 1t ��[/,a�C TITLE: Brad McCall,Manager of Estimating ADDRESS: 5950 South Belmont Avenue,Indianapolis,IN 46217 BID-4a IN2004.0222.PH I.FE.DOC ITEMIZED BID ALTERNATE B CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 1B CONSTRUCTION ENGINEERING LS 1 $38,816.95 $38,816.95 2B FIELD OFFICE,B MOS 9 $2,300.00 $20,700.00 3B MOBILIZATION AND DEMOBILIZATION LS 1 $90,000.00 $90,000.00 4B CLEARING RIGHT OF WAY LS 1 $25,000.00 $25,000.00 5B EXCAVATION,COMMON CYS 1,660 $32.00 $53,120.00 6B BORROW CYS 13,826 $8.80 $121,668.80 7B TEMPORARY EROSION AND SEDIMENT CONTROL,CURB EACH 3 $65.00 $195.00 INLET PROTECTION 8B TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 0 $25.00 $0.00 9B TEMPORARY DITCH INLET PROTECTION EACH 5 $65.00 $325.00 10B TEMPORARY SILT FENCE LFT 6265 $2.00 $12,530.00 11B TEMPORARY HORSESHOE DAM EACH 0 $265.00 $0.00 12B CULVERT PIPE PROTECTION EACH 2 $424.00 $848.00 13B STRUCTURE BACKFILL CYS 1099 $22.26 $24,463.74 14B CHEMICAL MODIFICATION,SOILS SYS 15353 $4.00 $61,412.00 15B COMPACTED AGGREGATE,NO.53,BASE TON 225 $64.00 $14,400.00 16B WIDENING WITH HMA,TYPE C TON 50 $162.00 $8,100.00 17B MILLING,ASPHALT,1 1/2 IN. SYS 1493 $5.00 $7,465.00 18B HMA SURFACE,TYPE A TON 0 $73.00 $0.00 19B HMA SURFACE,TYPE C TON 1095 $84.00 $91,980.00 20B HMA INTERMEDIATE,TYPE A TON 0 $54.00 $0.00 21B HMA INTERMEDIATE,TYPE C TON 1615 $60.00 $96,900.00 22B HMA BASE,TYPE C TON 4250 $62.00 $263,500.00 1 23B HMA FOR TEMPORARY PAVEMENT TON 1614 $95.00 $153,330.00 24B HMA,TYPE C,INTERMEDIATE,OG19.Omm TON 1850 $65.00 $120,250.00 BID-4a IN2004.0222.PH I.FE.DOC ITEMIZED BID ALTERNATE B CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 25B ASPHALT FOR TACK COAT TON 16 $288.00 $4,608.00 26B DECORATIVE CONCRETE PAVEMENT,TRUCK APRON SYS 296 $128.00 $37,888.00 27B CURB RAMP,CONCRETE,C SYS 0 $240.00 $0.00 28B CURB RAMP,CONCRETE,G SYS 0 $240.00 $0.00 29B CURB RAMP,CONCRETE,L SYS 176 $240.00 $42,240.00 30B SIDEWALK,CONCRETE,4 IN. SYS 0 $70.00 $0.00 31B CURB,MODIFIED ROLL LFT 666 $36.00 $23,976.00 32B CURB,CONCRETE,STRAIGHT LFT 590 $43.00 $25,370.00 33B CURB AND GUTTER,TYPE II LFT 4352 $16.00 $69,632.00 34B CURB AND GUTTER,TYPE III LFT 3095 $19.00 $58,805.00 35B HMA FOR APPROACHES,TYPE B TON 0 $75.00 $0.00 36B PCCP FOR APPROACHES,6 IN. SYS 174 $68.00 $11,832.00 37B MAILBOX ASSEMBLY,SINGLE EACH 2 $185.00 $370.00 38B GEOTEXTILES SYS 17 $1.10 $18.70 398 RIPRAP,REVETMENT Ton 17 $25.00 $425.00 4013 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $500.00 $1,000.00 41B MULCHED SEEDING,T,CONVENTIONAL MIX SYS 3036 $0.31 _ $941.16 428 MULCHED SEEDING,U SYS 6072 $0.35 $2,125.20 43B WATER kGAL 13 $1.00 $13.00 44B TOP SOIL CYS 1581 $13.25 $20,948.25 45B SODDING,NURSERY SYS 3225 $2.70 $8,707.50 46B FIELD DRILLED HOLE IN CONCRETE EACH 0 $636.00 $0.00 47B CULVERT,PRECAST BOX,5FT X 2 FT LFT 0 $260.00 $0.00 48B PIPE,TYPE 4,CIRCULAR,6 IN: LFT 2146 $3.50 $7,511.00 49B PIPE END SECTION,12 IN. EACH 3 $456.00 $1,368.00 BID-4a IN2004.0222.PHl.FE.DOC ITEMIZED BID ALTERNATE B CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/212008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 50B PIPE END SECTION,15 IN. EACH 1 $477.00 $477.00 51B PIPE END SECTION,18 IN. EACH 1 $520.00 $520.00 52B PIPE END SECTION,24 IN. EACH 2 $610.00 $1,220.00 53B PIPE,REINFORCED CONCRETE,12 IN. LFT 1088 $22.00 $23,936.00 54B PIPE,REINFORCED CONCRETE,15 IN. LFT 416 $26.00 $10,816.00 55B PIPE,REINFORCED CONCRETE,18 IN. LFT 232 $27.00 $6,264.00 56B PIPE,REINFORCED CONCRETE,24 IN. LFT 130 $36.00 $4,680.00 57B AGGREGATE FOR UNDERDRAINS CYS 189 $42.00 $7,938.00 58B GEOTEXTILES FOR UNDERDRAIN SYS 2326 $2.00 $4,652.00 59B CASTING,ADJUST TO GRADE EACH 3 $425.00 $1,275.00 60B CASTING,4,FURNISH AND ADJUST TO GRADE EACH 1 $800.00 $800.00 61B INLET,J10 EACH 4 $1,400.00 $5,600.00 62B INLET,M10 EACH 5 $1,400.00 $7,000.00 63B CATCH BASIN,E7 EACH 1 $1,400.00 $1,400.00 64B CATCH BASIN,K10 EACH 8 $1,500.00 $12,000.00 65B MANHOLE,C4 EACH 12 $2,000.00 $24,000.00 66B MANHOLE,C7 - EACH 0 $2,000.00 - . _ _ $0.00 67B ROAD CLOSURE SIGN ASSEMBLY EACH 12 $440.00 $5,280.00 68B TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT 0 $1.00 $0.00 69B TEMPORARY PAVEMENT MESSAGE MARKING,REMOVABLE, EACH 0 $97.00 $0.00 70B DETOUR ROUTE MARKER ASSEMBLY EACH 37 $109.00 $4,033.00 718 CONSTRUCTION SIGN,A EACH 12 $200.00 $2,400.00 72B FLASHING ARROW SIGN DAY 0 $14.00 $0.00 73B MAINTAINING TRAFFIC LS 1 $35,000.00 $35,000.00 74B BARRICADE,III-B LFT 180 $18.00 $3,240.00 BID-4a IN2004.0222.PHI.FE.DOC 1 ITEMIZED BID ALTERNATE B CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 75B SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 461 $13.50 $6,223.50 76B SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN. SFT 195 $17.00 $3,315.00 77B SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN. SFT 123 $18.00 $2,214.00 78B IRRIGATION CONDUIT,PVC,4 IN LFT 1240 $9.00 $11,160.00 799 DECORATIVE STREET LIGHTING,WIRING AND INSTALLATION EACH 8 $8,500.00 $68,000.00 80B LIGHTING POWER DISTRIBUTION PANEL EACH 2 $7,500.00 $15,000.00 81B HANDHOLE,INSTALL EACH 0 $1,100.00 $0.00 82B CABLE INTERDUCT LFT 0 $12.00 $0.00 83B DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 4 $1,700.00 $6,800.00 84B HANDHOLE,LIGHTING EACH 2 $850.00 $1,700.00 85B WIRE,NO.4,COPPER,IN PLASTIC DUCT,IN TRENCH,4 1/C LFT 1408 $15.00 $21,120.00 868 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK LFT 0 $1.10 $0.00 LINE,8 IN. 87B LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 204 $0.50 $102.00 88B LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 1473 $0.50 $736.50 89B LINE,PAINT,SOLID,WHITE,4 IN. LFT 2862 $0.45 $1,287.90 90B LINE,PAINT,SOLID,YELLOW,4 IN. LFT 2763 $0.45 $1,243.35 91B LINE,THERMOPLASTIC,SOLID,WHITE,6 IN. .LFT 495 $1.15 _. $569.25 _ 92B LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 5335 $0.40 $2,134.00 93B TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 LFT 0 $0.35 $0.00 94B PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE EACH 0 $95.00 $0.00 INDICATION ARROW 958 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD EACH 0 $110.00 $0.00 (ONLY) 96B SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 17 $99.00 $1,683.00 97B LINE,THERMOPLASTIC,SOLID,YELLOW,8 IN. LFT 908 $1.00 $908.00 98B LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN,3FT STRIPE LFT 0 $2.00 $0.00 3FT GAP 998 LINE,THERMOPLASTIC,BROKEN,WHITE,121N,3FT STRIPE LFT 381 $2.20 $838.20 3FT GAP BID-4a IN2004.0222.PH I.FE.DOC ITEMIZED BID ALTERNATE B CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 100B TRANSVERSE MARKING,THERMPLASTIC,CROSSWALK LINE, LFT 640 $2.20 $1,408.00 WHITE,24 IN 1018 PAVEMENT MESSAGE MARKING,THERMOPLASTIC, EACH 8 $195.00 $1,560.00 FISHHOOK LANE INDICATION ARROW 102B TRANSVERSE MARKING,THERMOPLASTIC,"SHARKS TEETH" LFT 1000 $1.00 $1,000.00 103B SHRUBS,24 IN. EACH 0 $42.00 $0.00 104B DECIDOUS TREE,1 1/2 IN. EACH 0 $210.00 $0.00 105B DECIDOUS TREE,2 1/2 IN. EACH 0 $255.00 $0.00 106B DECIDOUS TREE,2 IN. EACH 0 $230.00 $0.00 107B PERENNIALS EACH 0 $32.00 $0.00 108B GROUNDCOVER EACH 0 $3.00 $0.00 109B FIRE HYDRANT,RELOCATE EACH 5 $4,770.00 $23,850.00 110B VALVE BOX,ADJUST TO GRADE EACH 16 $265.00 $4,240.00 111B FIRE HYDRANT,ADJUST TO GRADE EACH 7 $690.00 $4,830.00 112B CURB BOX,ADJUST TO GRADE EACH 3 $371.00 $1,113.00 113B MANHOLE,J4 EACH 0 $2,900.00 $0.00 114B PIPE,REINFORCED CONCRETE,36 IN. LFT 0 $68.00 $0.00 115B INLET,RELOCATE EACH 4 $1,325.00 $5,300.00 1168 LINE,REMOVE - . LFT .0 $0.70 . _ _ _ $0.00 . 117B TRANSVERSE MARKING,REMOVE EACH 0 $45.00 $0.00 118B STEEL CONDUIT,GALVANIZED,2 IN. LFT 890 $15.00 $13,350.00 • TOTAL ALTERNATE BID"B": $1,887,000.00 - SUBMITTED BY: Milestone Contractors,L.P.By ontractors United,Inc.-General Partner - SIGNATURE: :� C C-t�., TITLE: Brad McCall,Manager of Estimating ADDRESS: 5950 South Belmont Avenue,Indianapolis,IN 46217 BID-4a IN_004.0___„� .PH1.FE.DOC • PART 4 CONTRACT DOCUMENTS AND ADDENDA 4.1 The Bidder agrees to be bound by the terms and provisions of all Contract Documents as defined in the Standard General Conditions and incorporates such Contract Documents herein by reference. 4.2 The Bidder acknowledges receipt of the following addenda: ADDENDUM NUMBER DATE 1 03/13/2008 2 03/14/2008 3 03/25/2008 4 03/28/2008 BID-5 IN2004.0222.PH2.FE.DOC PART 5 EXCEPTIONS Instructions To Bidders: 5.1 The Bidder shall fully state each exception taken to the Specifications or other Contract Documents in Section 5.3 of this Part. 5.2 Bidder is cautioned that any exception taken by Bidder and deemed by OWNER to be a material qualification or variance from the terms of the Contract Documents may result in this Bid being rejected as non-responsive. 5.3 Exceptions: NONE • • BID-6 IN2004.0222.PH2.FE.DOC b' BIDDER'S ITEMIZED PROPOSAL AND DECLARATIONS City of Carmel Instructions To Bidders: This form shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts shall be fully and accurately filled in and completed and notarized Project: . Towne Road: 131st Street to 1461h Street Proposal For Construction of: Reconstruction of Towne Road beginning at 131st Street and continuing North to the intersection 146th Street. Construction of roundabouts at Towne Road and 136t1i Street and Towne Road and 141St Street. Date: 4pt;1 2 1 200'e To: City of Carmel,Indiana,Board of Public Works and Safety BID-1 IN2004.0222.PH2.FE.DOC PART 1 BIDDER INFORMATION (Print) 1.1 Bidder Name: GC;axer Ce;Soz,'i uc 1.2 Bidder Address: Street Address: x-1$06 l td• 8 6 t'h Ctv4 PC?- City: Dias State: .-) Zip: 11C Phone: 3t"?-33y-07S$ Fax: 317- 33Y—//5 t 1.3 Bidder is a/an[mark one] Individual Partnership ✓ Indiana Corporation Foreign(Out of State) Corporation; State: Joint Venture Other 1.4 [The following must be answered if the Bidder or any of its partners or joint venture parties is a foreign corporation. Note: To do business in or with the City of Carmel, Indiana,foreign corporations must register with the Secretary of the State of Indiana as required by the Indiana General Corporation Act as stated therein and expressed in the Attorney General's Opinion #2, dated January 23, 1958.] .1 Corporation Name: .2 Address: .3 Date registered with State of Indiana: .4 Indiana Registered Agent: Name: Address: BID-2 IN2004.0222.PH2.FE.DOC r • • PART 2 BID PROPOSAL 2.1 Base Bid The undersigned Bidder proposes to furnish all necessary labor, machinery, tools, apparatus, materials, equipment, service, and other necessary supplies, and to perform and fulfill all obligations incident thereto in strict accordance with and within the time(s) provided by the terms and conditions of the Contract Documents for the above described Work and Project, including any and all addenda thereto, for the Unit Prices applicable to the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by estimated unit quantities for such Contract Items, total SW. !vow ^lkousaH.41 oK( tiu►wSlred SeJewfy s '—"""— 00 Dollars ($ 6e 009( 6. gs )• The Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates solely for the purpose of Bid evaluation and Contract award, and are not to be construed as exact or binding. The Bidder further understands that all Work which may result on the Contract shall be compensated for on a Unit Price basis and that the OWNER and ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to be performed or furnished under the Contract. Alternate Bid "A" The undersigned Bidder proposes to furnish all necessary labor, machinery, tools, apparatus, materials, equipment, service, and other necessary supplies, and to perform and fulfill all obligations incident thereto in strict accordance with and within the time(s) • provided by the terms and conditions of the Contract Documents for the above described - Work and Project, including any and all addenda thereto, for the Unit Prices applicable to the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by estimated unit quantities for such Contract Items, ttal t".0. M1'•11ioA.f;v.. hwwr9v.4 A:,aeht 4;1102 iN4745a.,l we LJr•4 Saws seCollars ($Sr r 9,577, �s). The Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates solely for the purpose of Bid evaluation and Contract award, and are not to be construed . as exact or binding. The Bidder further understands that all Work which may result on the Contract shall be.compensated for on a Unit Price basis and that the OWNER and ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to be performed or furnished under the Contract. • Alternate Bid "B" The undersigned Bidder proposes to furnish all necessary labor, machinery, tools, apparatus, materials, equipment, service, and other necessary supplies, and to perform and fulfill all obligations.incident thereto in strict accordance with,and within the time(s) provided by the terms and conditions of the Contract Documents for the above described Work and Project, including any and all addenda thereto, for the Unit Prices applicable to the Contract Items as stated•in Part 3 hereof, which Unit Prices, when multiplied by estimated unit quantities for such Contract Items, total Two ot:/J o∎ Cite Vow-nu:Ada•I BI D-4 1N2004.0222.PH2.FE.DOC • dbge..› 10 Dollars �' /'Od ($ 2r �o`l�336 • ). The Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates solely for the purpose of Bid evaluation and Contract award, and are not to be construed as exact or binding. The Bidder further understands that all Work which may result on the Contract shall be compensated for on a Unit Price basis and that the OWNER and ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to be performed or furnished under the Contract. • • • • BI D-4 I N2004.0222.PH2.FE.DOC PART 3 CONTRACT ITEMS AND UNIT PRICES CITY OF CARMEL CARMEL PROJECT NO. 06-12 TOWNE ROAD: 131st STREET TO 146TH STREET ITEM UNIT NO. DESCRIPTION UNIT QUANTITY _ PRICE _ TOTAL • BID-4 IN2004.0222.PH2.FE.DOC ITEMIZED BID BASE BID CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 1 CONSTRUCTION ENGINEERING LS 1 $130,000.00 $130,000.00 2 FIELD OFFICE,B MOS 15 $2,500.00 $37,500.00 3 MOBILIZATION AND DEMOBILIZATION LS 1 $300,000.00 $300,000.00 4 CLEARING RIGHT OF WAY LS 1 $175,000.00 $175,000.00 5 EXCAVATION,COMMON CYS 8,656 $75.00 $649,200.00 6 BORROW CYS 50,893 $2.00 $101,786.00 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB 7 INLET PROTECTION EACH 6 $130.00 $780.00 8 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 46 $59.00 $2,684.50 9 TEMPORARY DITCH INLET PROTECTION EACH 14 $84.00 $1,176.00 10 TEMPORARY SILT FENCE LFT 13323 $1.40 $18,652.20 11 TEMPORARY HORSESHOE DAM EACH 5 $1,200.00 $6,000.00 12 CULVERT PIPE PROTECTION EACH 2 $390.00 $780.00 13 STRUCTURE BACKFILL CYS 4641 $24.00 $111,384.00 14 CHEMICAL MODIFICATION,SOILS SYS 59398 $3.30 $196,013.40 15 COMPACTED AGGREGATE,NO.53,BASE TON 5350 $26.00 $139,100.00 16 WIDENING WITH HMA,TYPE C TON 50 $56.00 $2,800.00 17 MILLING,ASPHALT,1 1/2 IN. SYS 1493 $15.00 $22,395.00 18 HMA SURFACE,TYPE A TON 885 $70.00 $61,950.00 19 HMA SURFACE,TYPE C TON 3860 $62.00 $239,320.00 20 HMA INTERMEDIATE,TYPE A TON 2725 $57.00 $155,325.00 21 HMA INTERMEDIATE,TYPE C TON 6215 $51.00 $316,965.00 22 HMA BASE,TYPE C TON 17125 $47.00 $804,875.00 23 HMA FOR TEMPORARY PAVEMENT TON 603 $53.00 $31,959.00 24 HMA,TYPE C,INTERMEDIATE,0G19.0mm TON 7235 $50.00 $361,750.00 BID-4a IN2004.0222.PHI.FE.DOC 1 ITEMIZED BID BASE BID CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 25 ASPHALT FOR TACK COAT TON 83 $341.00 $28,303.00 26 DECORATIVE CONCRETE PAVEMENT,TRUCK APRON SYS 296 $100.00 $29,600.00 27 CURB RAMP,CONCRETE,C SYS 94 $100.00 $9,400.00 28 CURB RAMP,CONCRETE,G SYS 79 $100.00 $7,900.00 29 CURB RAMP,CONCRETE,L SYS 176 $145.00 $25,520.00 30 SIDEWALK,CONCRETE,4 IN. SYS 46 $40.00 $1,840.00 31 CURB,MODIFIED ROLL LFT 666 $20.00 $13,320.00 32 CURB,CONCRETE,STRAIGHT LFT 590 $20.00 $11,800.00 33 CURB AND GUTTER,TYPE II LFT 16473 $14.00 $230,622.00 34 CURB AND GUTTER,TYPE III LFT 15119 $13.00 $196,547.00 35 HMA FOR APPROACHES,TYPE B TON 424 $115.00 $48,760.00 36 PCCP FOR APPROACHES,6 IN. SYS 752 $43.00 $32,336.00 37 MAILBOX ASSEMBLY,SINGLE EACH 12 $200.00 $2,400.00 38 GEOTEXTILES SYS 78 $1.00 $78.00 39 RIPRAP,REVETMENT TON 78 $50.00 $3,900.00 40 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $340.00 $680.00 41 MULCHED SEEDING,T,CONVENTIONAL MIX SYS 10321 $0.25 $2,580.25 42 MULCHED SEEDING,U SYS 20642 $0.29 $5,986.18 43 WATER kGAL 88 $1.00 $88.00 44 TOP SOIL CYS 9286 $2.00 $18,572.00 45 SODDING,NURSERY SYS 22078 $2.50 $55,195.00 46 FIELD DRILLED HOLE IN CONCRETE EACH 1 $275.00 $275.00 47 CULVERT,PRECAST BOX,5FT X 2 FT LFT 110 $330.00 $36,300.00 48 PIPE,TYPE 4,CIRCULAR,6 IN. LFT 14190 $3.90 $55,341.00 49 PIPE END SECTION,12 IN. EACH 4 $430.00 $1,720.00 BID-4a IN2004.0222.PH I.FE.DOC ITEMIZED BID BASE BID CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 75 SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 549 $14.00 $7,679.00 76 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN. SFT 257 $18.00 $4,619.34 77 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN. SFT 132 $19.00 $2,508.00 78 IRRIGATION CONDUIT,PVC,4 IN LFT 1240 $10.00 $12,400.00 79 DECORATIVE STREET LIGHTING,WIRING AND EACH 8 INSTALLATION $9,000.00 $72,000.00 80 LIGHTING POWER DISTRIBUTION PANEL EACH 2 $8,000.00 $16,000.00 81 HANDHOLE,INSTALL EACH 19 $1,100.00 $20,900.00 82 CABLE INTERDUCT LFT 7260 $13.00 $94,380.00 83 DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 7 $1,800.00 $12,600.00 84 HANDHOLE,LIGHTING EACH 2 $900.00 $1,800.00 85 WIRE,NO.4,COPPER,IN PLASTIC DUCT,IN TRENCH,4 1/C LFT 1408 $15.00 $21,120.00 86 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK LFT 392 LINE,a IN. $2.75 $1,078.00 87 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 12065 $0.40 $4,826.00 88 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 2536 $0.70 $1,775.20 89 LINE,PAINT,SOLID,WHITE,4 IN. LFT 1190 $0.35 $416.50 90 LINE,PAINT,SOLID,YELLOW,4 IN. LFT 2590 $0.35 $906.50 91 LINE,THERMOPLASTIC,SOLID,WHITE,6 IN. LFT 450 $1.30 $585.00 92 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 16468 $0.45 $7,410.60 93 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 LFT 60 $5.25 $315.00 IN. PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE 94 EACH 3 $100.00 $300.00 INDICATION 95 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD EACH 3 $135.00 $405.00 (ONLY) 96 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 17 $55.00 $935.00 97 LINE,THERMOPLASTIC,SOLID,YELLOW,8 IN. LFT 534 $2.80 $1,495.20 98 LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN,3FT STRIPE LFT 171 $2.50 $427.50 3FT GAP 99 LINE,THERMOPLASTIC,BROKEN,WHITE,12IN,3FT STRIPE- LFT 381 $3.60 $1,371.60 3FT GAP BID-4a 1N2004.0222.PH I.FE.DOC ITEMIZED BID BASE BID CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 100 TRANSVERSE MARKING,THERMPLASTIC,CROSSWALK LINE, LFT 640 $5.00 $3,200.00 WHITE,24 IN 101 PAVEMENT MESSAGE MARKING,THERMOPLASTIC, EACH 8 $375.00 $3,000.00 FISHHOOK LANE INDICATION ARROW 102 TRANSVERSE MARKING,THERMOPLASTIC,"SHARKS TEETH" LFT 1000 $8.25 $8,250.00 103 SHRUBS,24 IN. EACH 324 $50.00 $16,200.00 104 DECIDOUS TREE,1 1/2 IN. EACH 13 $240.00 $3,120.00 105 DECIDOUS TREE,21/2 IN. EACH 147 $290.00 $42,630.00 106 DECIDOUS TREE,2 IN. EACH 52 $255.00 $13,260.00 107 PERENNIALS EACH 430 $36.00 $15,480.00 108 GROUNDCOVER EACH 4427 $3.30 $14,609.10 109 FIRE HYDRANT,RELOCATE EACH 5! $4,100.00 $20,500.00 110 VALVE BOX,ADJUST TO GRADE EACH 16 $170.00 $2,720.00 111 FIRE HYDRANT,ADJUST TO GRADE EACH $850.00 $5,950.00 112 CURB BOX,ADJUST TO GRADE EACH 3 $260.00 $780.00 113 MANHOLE,J4 EACH 2 $3,800.00 $7,600.00 114 PIPE,REINFORCED CONCRETE,36 IN. LFT 104 $58.00 $6,032.00 115 INLET,RELOCATE EACH 4 $930.00 $3,720.00 116 LINE,REMOVE LFT 1700 $0.46 $782.00 117 TRANSVERSE MARKING,REMOVE EACH 2 $57.89 $115.78 118 STEEL CONDUIT,GALVANIZED,2 IN. LFT 890 $17.00 $15,130.00 TOTAL BASE BID: $6,009,176.85 SUBMITTED BY: 0 qQ : j e 14 „r SKC• SIGNATURE: ,i V` 10 TITLE: A 140' ADDRESS: LI FM TAMS '626e. - _ BID-4a - IN2004.0222.PH I.FE.DOC ITEMIZED BID ALTERNATE A CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 1A CONSTRUCTION ENGINEERING LS 1 $130,000.00 $130,000.00 2A FIELD OFFICE,B MOS 15 $37,500.00 $2,500.00 3A MOBILIZATION AND DEMOBILIZATION LS 1 $300,000.00 $300,000.00 4A CLEARING RIGHT OF WAY LS 1 $175,000.00 $175,000.00 5A EXCAVATION,COMMON CYS 8,344 $625,800.00 575,00 6A BORROW CYS 49,493 $98,986.00 $2.00 7A TEMPORARY EROSION AND SEDIMENT CONTROL,CURB EACH 6 $780.00 INLET PROTECTION $130.00 8A TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 46 $2,684.50 $59.00 9A TEMPORARY DITCH INLET PROTECTION EACH 14 $1,176.00 $84.00 10A TEMPORARY SILT FENCE LFT 13323 $18,652.20 $1.40 11A TEMPORARY HORSESHOE DAM EACH 5 $6,000.00 $1,200.00 12A CULVERT PIPE PROTECTION EACH 2 $780.00 $390.00 13A STRUCTURE BACKFILL CYS 4641 $111,384.00 $24.00 14A CHEMICAL MODIFICATION,SOILS SYS 59398 $196,013.40 $3.30 15A COMPACTED AGGREGATE,NO.53,BASE TON 5350 $139,100.00 $26.00 16A WIDENING WITH HMA,TYPE C TON 50 $2,800.00 $56.00 17A MILLING,ASPHALT,1 1/2 IN. SYS 1493 $22,395.00 $15.00 18A HMA SURFACE,TYPE A TON 885 $63,720.00 $72.00 19A HMA SURFACE,TYPE C TON 3219 $202,797.00 $63.00 20A HMA INTERMEDIATE,TYPE A TON 2725 $155,325.00 $57.00 21A HMA INTERMEDIATE,TYPE C TON 5146 $262,446.00 $51.00 22A HMA BASE,TYPE C TON 14163 $665,661.00 $47.00 23A HMA FOR TEMPORARY PAVEMENT TON 603 $31,959.00 $53.00 24A HMA,TYPE C,INTERMEDIATE,0G19.Omm TON 6137 $312,987.00 $51.00 BID-4a IN2004.0222.PHl.FE.DOC ITEMIZED BID ALTERNATE A CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 25A ASPHALT FOR TACK COAT TON 73 $24,966.00 $342.00 26A DECORATIVE CONCRETE PAVEMENT,TRUCK APRON SYS 296 $29,600.00 $100.00 27A CURB RAMP,CONCRETE,C SYS 94 $9,400.00 $100.00 28A CURB RAMP,CONCRETE,G SYS 79 $7,900.00 $100.00 29A CURB RAMP,CONCRETE,L SYS 176 $25,520.00 $145.00 30A SIDEWALK,CONCRETE,4 IN. SYS 46 $1,840.00 $40.00 31A CURB,MODIFIED ROLL LFT 666 $13,320.00 $20.00 32A CURB,CONCRETE,STRAIGHT LFT 590 $11,800.00 $20.00 33A CURB AND GUTTER,TYPE II LFT 16473 $230,622.00 $14.00 34A CURB AND GUTTER,TYPE III LFT 3761 $67,698.00 $18.00 35A HMA FOR APPROACHES,TYPE B TON 424 $48,760.00 $115.00 36A PCCP FOR APPROACHES,6 IN. SYS 752 $32,336.00 $43.00 37A MAILBOX ASSEMBLY,SINGLE EACH 12 $2,400.00 $200.00 38A GEOTEXTILES SYS 78 $78.00 $1.00 39A RIPRAP,REVETMENT Ton 78 $3,900.00 $50.00 40A MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $680.00 $340.00 41A MULCHED SEEDING,T,CONVENTIONAL MIX SYS 10321 $2,580.25 $0.25 42A MULCHED SEEDING,U SYS 20642 $5,986.18 $0.29 43A WATER kGAL 120 $120.00 • $1.00 44A TOP SOIL CYS 9574 $19,148.00 $2.00 45A SODDING,NURSERY SYS 29848 $74,620.00 $2.50 46A FIELD DRILLED HOLE IN CONCRETE EACH 1 $275.00 $275.00 47A CULVERT,PRECAST BOX,5FT X 2 FT LFT 110 $36,300.00 $330.00 48A PIPE,TYPE 4,CIRCULAR,6 IN. LFT 14190 $55,341.00 $3.90 49A PIPE END SECTION,12 IN. EACH 4 $1,720.00 $430.00 BID-4a IN2004.0222.PH I.FE.DOC ITEMIZED BID ALTERNATE A CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 50A PIPE END SECTION,15 IN. EACH 3 $1,470.00 $490.00 51A PIPE END SECTION,18 IN. EACH 2 $1,120.00 $560.00 52A PIPE END SECTION,24 IN. EACH 2 $1,200.00 $600.00 53A PIPE,REINFORCED CONCRETE,12 IN. LFT 4816 $101,136.00 $21.00 54A PIPE,REINFORCED CONCRETE,15 IN. LFT 2580 $61,920.00 $24.00 55A PIPE,REINFORCED CONCRETE,18 IN. LFT 873 $22,698.00 $26.00 56A PIPE,REINFORCED CONCRETE,24 IN. LFT 768 $26,112.00 $34.00 57A AGGREGATE FOR UNDERDRAINS CYS 1290 $50,310.00 $39.00 58A GEOTEXTILES FOR UNDERDRAIN SYS 15400 $15,400.00 $1.00 59A CASTING,ADJUST TO GRADE EACH 3 $1,275.00 $425.00 60A CASTING,4,FURNISH AND ADJUST TO GRADE EACH 1 $730.00 $730.00 61A INLET,J10 EACH 17 $23,800.00 $1,400.00 62A INLET,M10 EACH 34 $47,260.00 $1,390.00 63A CATCH BASIN,E7 EACH 5 $6,025.00 $1,205.00 64A CATCH BASIN,K10 EACH 48 $86,400.00 $1,800.00 65A MANHOLE,C4 EACH 45 $94,500.00 $2,100.00 66A MANHOLE,C7 EACH 2 $2,740.00 $1,370.00 67A ROAD CLOSURE SIGN ASSEMBLY EACH 12 $4,800.00 $400.00 68A TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT 9360 $9,360.00 $1.00 69A TEMPORARY PAVEMENT MESSAGE MARKING,REMOVABLE, EACH 1 $170.00 LANE $170.00 70A DETOUR ROUTE MARKER ASSEMBLY EACH 37 $4,440.00 $120.00 71A CONSTRUCTION SIGN,A EACH 26 $7,670.00 $295.00 72A FLASHING ARROW SIGN DAY 150 $2,250.00 $15.00 73A MAINTAINING TRAFFIC LS 1 $275,000.00 . $275,000.00 74A BARRICADE,Ill-B LFT 180 $3,600.00 $20.00 BID-4a IN2004.0222.PH1.FE.DOC ITEMIZED BID ALTERNATE A CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 75A SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 549 $7,679.00 $14.00 76A SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN. SFT 257 $4,619.34 $18.00 77A SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN. SFT 132 $2,508.00 $19.00 78A IRRIGATION CONDUIT,PVC,4 IN LFT 1240 $12,400.00 $10.00 79A DECORATIVE STREET LIGHTING,WIRING AND INSTALLATION EACH 8 $72,000.00 $9,000.00 80A LIGHTING POWER DISTRIBUTION PANEL EACH 2 $16,000.00 $8,000.00 81A HANDHOLE,INSTALL EACH 19 $20,900.00 $1,100.00 82A CABLE INTERDUCT LFT 7260 $94,380.00 $13.00 83A DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 7 $12,600.00 $1,800.00 84A HANDHOLE,LIGHTING EACH 2 $1,800.00 $900.00 85A WIRE,NO.4,COPPER,IN PLASTIC DUCT,IN TRENCH,4 1/C LFT 1408 $21,120.00 $15.00 86A TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK LFT 392 $1,078.00 LINE,8 IN. $2.75 87A LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 12065 $4,826.00 $0.40 88A LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 2536 $1,775.20 $0.70 89A LINE,PAINT,SOLID,WHITE,4 IN. LET 1190 $535.50 $0.45 90A LINE,PAINT,SOLID,YELLOW,4 IN. LFT 2590 $1,165.50 $0.45 91A LINE,THERMOPLASTIC,SOLID,WHITE,6 IN. LFT 450 $585.00 $1.30 92A LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 16468 $7,410.60 $0.45 93A TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 LFT 60 $315.00 $5.25 94A PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE EACH 3 $300.00 INDICATION $100.00 95A PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD EACH 3 $405.00 (ONLY) $135.00 96A SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 17 $1,700.00 $100.00 97A LINE,THERMOPLASTIC,SOLID,YELLOW,8 IN. LFT 534 $1,495.20 $2.80 98A LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN,3FT STRIPE- LFT 171 $427.50 3FT GAP $2.50 99A LINE,THERMOPLASTIC,BROKEN,WHITE,12IN,3FT STRIPE LFT 381 $1,371.60 3FT GAP $3.60 BID-4a IN2004.0222.PH1.FE.DOC ITEMIZED BID ALTERNATE A CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL t00A TRANSVERSE MARKING,THERMPLASTIC,CROSSWALK LINE, LFT 640 $3,200.00 WHITE,24 IN $5.00 101A PAVEMENT MESSAGE MARKING,THERMOPLASTIC, EACH 8 $3,000.00 FISHHOOK LANE INDICATION ARROW $375.00 102A TRANSVERSE MARKING,THERMOPLASTIC,"SHARKS TEETH" LET 1000 $8,250.00 $8.25 103A SHRUBS,24 IN. EACH 324 $21,060.00 $65.00 104A DECIDOUS TREE,1 1/2 IN. EACH 13 $3,120.00 $240.00 105A DECIDOUS TREE,2 1/2 IN. EACH 147 $42,630.00 $290.00 106A DECIDOUS TREE,2 IN. EACH 52 $13,260.00 $255.00 107A PERENNIALS EACH 430 $15,480.00 $36.00 108A GROUNDCOVER EACH 4427 $14,609.10 $3.30 109A FIRE HYDRANT,RELOCATE EACH 5 $20,500.00 $4,100.00 110A VALVE BOX,ADJUST TO GRADE EACH 16 $2,720.00 $170.00 111A FIRE HYDRANT,ADJUST TO GRADE EACH 7 $5,950.00 $850.00 112A CURB BOX,ADJUST TO GRADE EACH 3 $780.00 $260.00 113A MANHOLE,J4 EACH 2 $7,600.00 $3,800.00 114A PIPE,REINFORCED CONCRETE,36 IN. LFT 104 $6,032.00 $58.00 115A INLET,RELOCATE EACH 4 $3,720.00 $930.00 116A LINE,REMOVE LFT 1700 $782.00 $0.46 117A TRANSVERSE MARKING,REMOVE EACH 2 $115.78 $57.89 118A STEEL CONDUIT,GALVANIZED,2 IN. LFT 890 $15,130.00 $17.00 TOTAL ALTERNATE BID"A": $5,599,577.85 SUBMITTED BY: i I I'�, 4 C 14 a SIGNATURE: ' �, " 141 TITLE: R P ' l� - ADDRESS: [ r®6 CAi. 2rCtA 1 OPLs Ycz6$ - J - BID-4a IN2004.0222.PHLFE.DOC ITEMIZED BID ALTERNATE B CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 1B CONSTRUCTION ENGINEERING LS 1 $40,000.00 $40,000.00 28 FIELD OFFICE,B MOS 9 $22,500.00 $2,500.00 38 MOBILIZATION AND DEMOBILIZATION LS 1 $105,000.00 $105,000.00 4B CLEARING RIGHT OF WAY LS 1 $145,000.00 $145,000.00 5B EXCAVATION,COMMON CYS 1,660 $166,000.00 $100.00 6B BORROW CYS 13,826 $55,304.00 $4.00 7B TEMPORARY EROSION AND SEDIMENT CONTROL,CURB EACH 3 $390.00 INLET PROTECTION $130.00 8B TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 0 $0.00 $0.00 9B TEMPORARY DITCH INLET PROTECTION EACH 5 $425.00 $85.00 10B TEMPORARY SILT FENCE LFT 6265 $8,771.00 $1.40 11B TEMPORARY HORSESHOE DAM EACH 0 $0.00 $0.00 12B CULVERT PIPE PROTECTION EACH 2 $800.00 $400.00 13B STRUCTURE BACKFILL CYS 1099 $27,475.00 $25.00 14B CHEMICAL MODIFICATION,SOILS SYS 15353 $53,735.50 $3.50 15B COMPACTED AGGREGATE,NO.53,BASE TON 225 $5,850.00 $26.00 16B WIDENING WITH HMA,TYPE C TON 50 $4,000.00 $80.00 178 MILLING,ASPHALT,1 1/2 IN. SYS 1493 $22,395.00 $15.00 18B HMA SURFACE,TYPE A TON 0 $0.00 $0.00 198 HMA SURFACE,TYPE C TON 1095 $93,075.00 $85.00 20B HMA INTERMEDIATE,TYPE A TON 0 $0.00 $0.00 21B HMA INTERMEDIATE,TYPE C TON 1615 $88,825.00 $55.00 22B HMA BASE,TYPE C TON 4250 $212,500.00 $50.00 _ 23B HMA FOR TEMPORARY PAVEMENT TON 1614 $96,840.00 $60.00 248 HMA,TYPE C,INTERMEDIATE,OG19.Omm TON 1850 $120,250.00 $65.00 BID-4a IN2004.0222.PH I.FE.DOC ITEMIZED BID ALTERNATE B CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 25B ASPHALT FOR TACK COAT TON 16 $5,600.00 $350.00 26B DECORATIVE CONCRETE PAVEMENT,TRUCK APRON SYS 296 $32,560.00 $110.00 27B CURB RAMP,CONCRETE,C SYS 0 $0.00 $0.00 28B CURB RAMP,CONCRETE,G SYS 0 $0.00 $0.00 29B CURB RAMP,CONCRETE,L SYS 176 $26,400.00 $150.00 30B SIDEWALK,CONCRETE,4 IN. SYS 0 $0.00 $0.00 31B CURB,MODIFIED ROLL LFT 666 $16,650.00 $25.00 32B CURB,CONCRETE,STRAIGHT LFT 590 $14,750.00 $25.00 338 CURB AND GUTTER,TYPE II LFT 4352 $87,040.00 $20.00 346 CURB AND GUTTER,TYPE III LFT 3095 $71,185.00 $23.00 35B HMA FOR APPROACHES,TYPE B TON 0 $0.00 $0.00 36B PCCP FOR APPROACHES,6 IN. SYS 174 $9,222.00 $53.00 37B MAILBOX ASSEMBLY,SINGLE EACH 2 $400.00 $200.00 38B GEOTEXTILES SYS 17 $17.00 $1.00 39B RIPRAP,REVETMENT Ton 17 $850.00 $50.00 406 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $1,200.00 $600.00 41B MULCHED SEEDING,T,CONVENTIONAL MIX SYS 3036 $1,062.60 -$0.35 42B MULCHED SEEDING,U SYS 6072 $2,428.80 $0.40 43B WATER kGAL 13 $13.00 $1.00 44B TOP SOIL CYS 1581 $6,324.00 $4.00 45B SODDING,NURSERY SYS 3225 $9,675.00 $3.00 46B FIELD DRILLED HOLE IN CONCRETE EACH 0 $0.00 $0.00 47B CULVERT,PRECAST BOX,5FT X 2 FT LFT 0 $0.00 $0.00 48B PIPE,TYPE 4,CIRCULAR,6 IN. LFT 2146 $8,584.00 $4.00 49B PIPE END SECTION,12 IN. EACH 3 $1,500.00 $500.00 • BID-4a IN2004.0222.PHI.FE.DOC ITEMIZED BID ALTERNATE B CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 50B PIPE END SECTION,15 IN. EACH 1 $525.00 $525.00 51B PIPE END SECTION,18 IN. EACH 1 $610.00 $610.00 52B PIPE END SECTION,24 IN. EACH 2 $1,400.00 $700.00 53B PIPE,REINFORCED CONCRETE,12 IN. LFT 1088 $23,936.00 $22.00 548 PIPE,REINFORCED CONCRETE,15 IN. LFT 416 $10,400.00 $25.00 55B PIPE,REINFORCED CONCRETE,18 IN. LFT 232 $6,264.00 $27.00 56B PIPE,REINFORCED CONCRETE,24 IN. LFT 130 $4,550.00 $35.00 578 AGGREGATE FOR UNDERDRAINS CYS 189 $7,560.00 $40.00 58B GEOTEXTILES FOR UNDERDRAIN SYS 2326 $2,558.60 $1.10 59B CASTING,ADJUST TO GRADE EACH 3 $1,350.00 $450.00 60B CASTING,4,FURNISH AND ADJUST TO GRADE EACH 1 $750.00 $750.00 61B INLET,J10 EACH 4 $5,800.00 $1,450.00 62B INLET,M10 EACH 5 $7,000.00 $1,400.00 63B CATCH BASIN,E7 EACH 1 $1,300.00 $1,300.00 64B CATCH BASIN,K10 EACH 8 $14,800.00 $1,850.00 65B MANHOLE,C4 EACH 12 $25,800.00 $2,150.00 668 MANHOLE,C7 EACH 0 $0.00 $0.00 678 ROAD CLOSURE SIGN ASSEMBLY EACH 12 $4,800.00 $400.00 68B TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT 0 $0.00 $o.00 698 TEMPORARY ORARY PAVEMENT MESSAGE MARKING,REMOVABLE, EACH 0 $0.00 $0.00 70B DETOUR ROUTE MARKER ASSEMBLY EACH 37 $4,810.00 $130.00 71B CONSTRUCTION SIGN,A EACH 12 $3,600.00 $300.00 72B FLASHING ARROW SIGN DAY 0 $0.00 $0.00 73B MAINTAINING TRAFFIC LS 1 $200,000.00 $200,000.00 74B BARRICADE,III-B LFT 180 $3,600.00 $20.00 BID-4a IN2004.0222.PHI.FE.DOC ITEMIZED BID ALTERNATE B CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 75B SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 461 $6,684.50 $14.50 76B SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN. SFT 195 $3,705.00 $19.00 77B SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN. SFT 123 $2,460.00 $20.00 78B IRRIGATION CONDUIT,PVC,4 IN LFT 1240 $13,640.00 $11.00 79B DECORATIVE STREET LIGHTING,WIRING AND INSTALLATION EACH 8 $72,000.00 $9,000.00 80B LIGHTING POWER DISTRIBUTION PANEL EACH 2 $17,000.00 $8,500.00 816 HANDHOLE,INSTALL EACH 0 $0.00 $0.00 82B CABLE INTERDUCT LFT 0 $0.00 $0.00 83B DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 4 $7,600.00 $1,900.00 84B HANDHOLE,LIGHTING EACH 2 $1,800.00 $900.00 85B WIRE,NO.4,COPPER,IN PLASTIC DUCT,IN TRENCH,4 1/C LFT 1408 $21,824.00 $15.50 86B TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK LET 0 $0.00 LINE,8 IN. $0.00 87B LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 204 $102.00 $0.50 888 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 1473 $1,031.10 $0.70 89B LINE,PAINT,SOLID,WHITE,4 IN. LFT 2862 $1,717.20 $0.60 90B LINE,PAINT,SOLID,YELLOW,4 IN. LFT 2763 $1,657.80 $0.60 91B LINE,THERMOPLASTIC,SOLID,WHITE,6 IN. LFT 495 $1,039.50 $2.10 92B LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 5335 $3,201.00 $0.60 936 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 LFT 0 $0.00 $0.00 94B PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE EACH 0 $0.00 INDICATION ARROW $0.00 958 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD EACH 0 $0.00 (ONLY) $0.00 96B SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 17 $0.00 $0.00 97B LINE,THERMOPLASTIC,SOLID,YELLOW,8 IN. LFT 908 $2,542.40 $2.80 986 LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN,3FT STRIPE- LFT 0 $0.00 3FT GAP $0.00 99B LINE,THERMOPLASTIC,BROKEN,WHITE,121N,3FT STRIPE- LFT 381 $1,371.60 3FT GAP $3.60 BID-4a IN2004.0222.PHI.FE.DOC ITEMIZED BID ALTERNATE B CARMEL PROJECT NO.06-12 DESCRIPTION: Towne Road:131st Street to 146th Street 4/2/2008 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 100B TRANSVERSE MARKING,THERMPLASTIC,CROSSWALK LINE, LFT 640 $3,200.00 WHITE,24 IN $5.00 101 B PAVEMENT MESSAGE MARKING,THERMOPLASTIC, EACH 8 $3,200.00 FISHHOOK LANE INDICATION ARROW $400.00 102B TRANSVERSE MARKING,THERMOPLASTIC,"SHARKS TEETH" LFT 1000 $8,250.00 $8.25 103B SHRUBS,24 IN. EACH 0 $0.00 $0.00 104B DECIDOUS TREE,1 1/2 IN. EACH 0 $0.00 $0.00 105B DECIDOUS TREE,2 1/2 IN. EACH 0 $0.00 $0.00 106B DECIDOUS TREE,2 IN. EACH 0 $0.00 $0.00 107B PERENNIALS EACH 0 $0.00 $0.00 108B GROUNDCOVER EACH 0 $0.00 $0.00 109B FIRE HYDRANT,RELOCATE EACH 5 $20,500.00 $4,100.00 110B VALVE BOX,ADJUST TO GRADE EACH 16 $2,720.00 $170.00 111B FIRE HYDRANT,ADJUST TO GRADE EACH 7 $6,300.00 $900.00 112B CURB BOX,ADJUST TO GRADE EACH 3 $780.00 $260.00 113B MANHOLE,J4 EACH 0 $0.00 $0.00 114B PIPE,REINFORCED CONCRETE,36 IN. LFT 0 $0.00 $0.00 115B INLET,RELOCATE EACH 4 $4,000.00 $1,000.00 116B LINE,REMOVE LFT 0 $0.00 $0.00 117B TRANSVERSE MARKING,REMOVE EACH 0 $0.00 $0.00 118B STEEL CONDUIT,GALVANIZED,2 IN. LFT 890 $0.00 $0.00 TOTAL ALTERNATE BID"B": $2,104,336.60 SUBMITTED BY: `„(���11�rr� 4 jef K C SIGNATURE: `• 9 • TITLE: t41 elf( ADDRESS: Lf 9O4. 41- a 'r 4 .St; Z,uPec.S 1 /g)-Cr BID-4a • IN2004.0222.PH1.FE.DOC PART 4 CONTRACT DOCUMENTS AND ADDENDA 4.1 The Bidder agrees to be bound by the terms and provisions of all Contract Documents as defined in the Standard General Conditions and incorporates such Contract Documents herein by reference. 4.2 The Bidder acknowledges receipt of the following addenda: ADDENDUM NUMBER DATE 3/0 e 2 y/o$ 3 3/2570 cr 772 Voe BID-5 IN2004.0222.PH2.FE.DOC PART 5 EXCEPTIONS Instructions To Bidders: 5.1 The Bidder shall fully state each exception taken to the Specifications or other Contract Documents in Section 5.3 of this Part. 5.2 Bidder is cautioned that any exception taken by Bidder and deemed by OWNER to be a material qualification or variance from the terms of the Contract Documents may result in this Bid being rejected as non-responsive. 5.3 Exceptions: I . BID-6 IN2004.0222.PH2.FE.DOC Form P rescribed;b'State Board of Accounts 900549-5142637 General Form No.99 P(Rev. 1987) CITY OF CARMEL-TOPICS LEGALS To: INDIANA NEWSPAPERS 307 N PENNSYLVANIA ST -PO BOX 145 COUNTY, INDIANA INDIANAPOLIS, IN 46206-0145 PUBLISHER'S CLAIM LINE COUNT Display Matter-(Must not exceed two actual lines,neither of which $ • shall total more than four solid lines of the type in which the body of the advertisement is set). Number of equivalent lines Head-Number of lines $ • Body-Number of lines $ . $ • Tail-Number of lines $ • Total number of lines in notice COMPUTATION OF CHARGES 76.0 lines 2.0 columns wide equals 152.0 equivalent $ 74.78 lines at.492 cents per line Charges for extra proofs of publication($1.00 for each proof in excess of two) $ .00 $ .00 TOTAL AMOUNT OF CLAIM $ DATA FOR COMPUTING COST $ • Width of single column 7.83 ems Size of type 5_7 point $ . $ • Number of insertions 1.0 $ 74.78 Pursuant to the provisions and penalties of Chapter 155,Acts of 1953, I hereby certify that the foregoing account is just and correct,that the amount claimed is legally due,after • allowing all just credits,and that no part of the same has been paid. • DATE: 03/07/2008 —/ Wii / Clerk Title • 900549-5142637 PUBLISHER'S AFFIDAVIT PUBLIC NOTICES PUBLICNOTICES State of Indiana SS: \. NOTICE TO BIDDERS Hamilton County City of Carmel Indiana- Notice Is hereby given that the Board of Public Works and 'Safety for the city of Carmel,Hamilton County,Indiana will receive sealed bids for the above•described"Towne Road' Personally appeared before me,a notary public in and for said county and state, 131st Street to 146th Street Project"at the office of the Clerk Treasurer,One Civic Square Carmel Indiana(City Hall)10:00 AM Local lime on or before March 19,2008,and' commencing as soon as practicable thereafter on the same the undersigned Karen Mullins who,being duly sworn,says that SHE is clerk date such bids will be plublicly opened and read aloud in the .Council Chambers of City Hall.No late bids will be accepted.i eilecuted ondthe prroposal forms providedlwith the plapns and specifications,which will include,the non-collusion affidavit of the Noblesville Ledger a newspaper of general circulation as required by the State of Indiana.The bid envelope must' be sealed and have the words"BID-Towne Road:131st; Street to 146th Street"City of Cannel Project#06-12. A bid bond or certified check in an amount not less than ten' printed and published in the English language in the city of NOBLESVILLE in state each bid.A one hundred percent(100%)performance and' p g y ayment bond will also be required of the successful bidder. It is intended that actual construction of all work divisions . shall be started as soon as practicable,and each bidder and county aforesaid,and that the printed matter attached hereto is a true copy, shall be prepared.to enter promptly into a construction contract,furnish a performance bond,and begin work with-' out delay in the event the award is made to him. A pre-bid meeting has been scheduled for-Tuesday,March i which was duly published in said paper for 2 time(s),between the dates of: 11,2008 at 10:00 am:in the Caucus Room of Carmel City o •Hall.Any contractors planning to submit bids on this project 'are encouraged to attend this meeting. ' The Project consists of,but is not necessarily limited to,the following: 02/29/2008 and 03/07/2008 Reconstruction of Towne Road beginning at 131st Street and i Hon continuing roundabouts to the intersection Towne land 136th Conttru d I • no n of ng North tot ae Towne toad and Street Street and Towne Road and 141st Street pontract Documents for the Project have been assembled into one bound project manual which together with draw- ` /��4� Clerk inns,may be examined attire following locations: 'City of Carmel. ' Department of Engineering-lst Floor: - Title One Civic Square. . Carmel IN 46032 • • (317)571-2441 - American Srepoint,Inc 7260 Shadeland Subscribed and sworn to before me on 03/07/2008 eland Station Indianapolis IN 46256 (317)547-5580' ....k......) .Copes of such drawings and project manuals must be obtained from American Structurepoin{,Inc..at the address stated above,upon the payment of$150.00 for each set • These sets,include full-size dmwings,cross sectio and ACCEPTED cMakeochecPla pent mu tffo a by chec Shi CAS `- / point,Inc.All payments and.costs of Contract Documents Notary Public are non-refundable. • Bidders shall assure they have obtained complete sets of drawings and Contract Documents and shall assume the „�„-,,,,.•,, -,�.,-F- ..�...•rd�-� risk any errors or omissions in bids prepared in reliance on I nc ompleto set s of drawings and Contact o cuments: t .' "OFFICIAL Form 6:This Project will be funded by the City of Carmel. My commission ires: ' Wage rates for the Project shall not be less than the current y comm on eX P prescribed scale of wages as determined by the Common Susan Keteheaa r Construction Wage Committee in accordance with I-C.5.16- t 7,and included in the Project Manual.For special accommo- , dations needed by handicapped individuals planning to at- . Notary Public,State of Indiana tend the pre,bid conference or public bid opening meeting, t please call or notify the City of Carmel,Engineer's Office,at t My Commission Exp.05/06/2011 , No biidder2may withdraw any bid or proposal within a period of thirty(30)days following the date set for receiving bids or proposals.The Carmel Board of Public Works and Safety reserves the right to hold any or all bids or proposals for a period of not more than thirty(30)days and said bids or proposal shall-remain in full force and effect during said period.The City of Carmel reserves the right to reject and/or cancel any and all bids,solicitations and/or offers in' whole or In part as specified in the solicitations when it is not in the best interests of the governmental body as deter- mined by the purchasing agency in accordance with IC 5-22- 18-2 - Diana L Corday,Clerk-Treasurer • (NI-2/29.3/7-5142637)