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T. A. Schifsky & Sons, Inc. Total Price O O O O r 69 $267,840.00 O 0 O V W N.: CD N 69 0 0 0 O O co- V 69 0 CO CO r u) O _ 69 $988.001 0 0 0 O M O (D 69 0 0 In P n co 69 0 a0 V V m 69 V 00 0) CA w $58,240.001 0 00069000(069(00-00000000 Ni O aD O 69 0 0 O r N 69 0 0 O O N.- 69 0 0 O O 69 0 u) CD CD CO 69 0 0 O N N 69 0 W 01 u) co 69 0 O CO CO u) CO 69 0 O N u) CD N (9 0 Ni N CO CO 49 0 0 O O CD 69 0 Ni 0 O 01 69 0 O 0 u) M CO 0 M6 CV N M IA 0 CD CO 0 (O N CD 0 N 69 0 N N •- (- CO 69 0 0 O u) N 69 0 0 CO (O 0 0 O O C0 CD (9 0 u) N O N 69 0 0 O.- V u) f9 0 0 W 69 0 0 u) r L- 69 Unit Price O 0 . 69 69 O 0 V CD 69 $64.001 0 0 V N 69 0 N u) N- .- 69 0 O (0 0) 69 $5.00 $225.00 $1,944.80 N CO O 69 N O N 69 CD O 69 $13.521 0 0 O 0 V 69 O 0 O 0 O 69 (0 (D M O 69 Ni $3,754.40 l 83,598.401 O 0 (0 CO r .-6 69 0 0 (0 (0 r- 69 0 V V CO CO 69 0 0 O u) u)CO 69 0 V N(0 0)69 E9 0 N.- 0) 0) CO N 0 69 0 0 CO r (D 01 H V 0 M u) 69 0 0 O 0 0 N 69 0 0 01 CD 69 0 0 O 0 0 (O 69 0 0 u) 69(0(0 69 0 0 u) CO(O 69 0 0 N tD 69 0 0 O 0 (A Dresel Contracting, Inc. Total Price Li _ 85, 795.801 88,681.30 ,38,480.001 O O (O CO 0) CO EA O O O u) CO V t9 $21, 587.40 M O O 0 0 O O 0 O N 0 O O N _ 12.405.25 3' 0 O CO V V -`C 0 O N O 0 O N i O 0 (O O 0 O 0 CO O O 0 O r V O 0 O 0 (O• V 1P2,950.001 O O O O f0 O O " a0 0) CO 113 O O O 0 M O Jf) O N u) 0 (D O (O O N M ll) V O O N (0 O ,(f9 r V CO co_ N M O O O CO (D 69 V) N (O r- V ,,,,r_ -d3 N N M r V d9 $5,356_00] $6,180.001 0 u1 CO 01 u7 69 Unit Price (0 00 Ni U9 00 CD O(0 69 CO 0) co(O 69 V N 0) 69 $774.00) $465.00 0) r --N .- 69 N O M 69 O O O 0 0) 69 $18.75 i $37.76 n .- co M 69 O V Ni N (9 O 0 V N N 69 O 0 O N 0) M CA $426.401 0 0 O N CD 69 $4,170.00] $1,230.00 0 0 O co u) til - 60 0 0 O O CO 69 r (0 O 0 u) fR $557.2A 0 0 O N V 69 $86.841 M CO 69 69 V 0 O _ 69 M 0 V V C9 $2,394.75 CO CO M CO 69 $3,476.25 u) ('- (6 N _ H 0 u) O CO CD tel 0 0 u ) N 69 $319.301 Arnt Construction Company Total Price 0 0 . O O N.. V 69 0 0 . O 0) 0) N 0) N ER $288,765.00 0 0 . 0 0 0 CO co 69 0 0 . 0 V V O 69 0 0 . 0 0) Cr) O 0 0 . 0 Cb (O 69 69 0 0 (n 0) 0) N 69 0 0 u) N CO 4 69 0 0 0 W' 0 0 0 0 0 CO 69 69 0 0 0 u) r O) 69 0 0 0 0 CO N 69 0 0 0 0 u) Ti 69 0 0 0 0 N 69 0 0 0 0 u) M 69 0 0 CD CO V r (9 $3,564.00 0 0 0 O 0 N 6 C9 0 0 O N N CD N 69 0 0 0) 0) N O 69 0 0 0 0 O M 69 0 0 O CO 01 co- (9 0 0 Ni V M 69 0 0 O O co- 69 0 0 (O 0 r 9/ 0 CO _ CO 0 M O N d9 0 0 0 0 CO V M 69- 969 0 0 0 0 u) V (9 0 0 0 0 CD 0 0 0 0 V V 69 0 0 u) CO CO M 69 0 0 . 0 0 V V 69 0 0 O () u) V 69 0 o O 0) m (R Unit Price 0 CO N to 0 0 O 6 69 0 0 (0 (9 69 0 0 O (9 69 0 0 O O - 69 0 0 0) CO f/9 0 0 69 69 0 0 u) 69 69 L $1,925.0) 0 0 O1 E9 0 0 O) N f/9 0 0 O CO 69 0 0 M 69 6 0 0 0 0 0) 69 0 0 0 0 N • 69 0 0 0 0 CO 69 $3,718.00 $3,564.00 0 0 O u) r 69 $1,750.001 0 0 O m V 69 00.00Z$ 0 0 O CA 6 Y9 0 0 co u) 6) (9 0 0 0 N 0 V O 69 N u) O CO 0 0 W V 69 0 0 0 0 u) V 69 0 0 0 CO 69 0 0 0 0 V V 69 $125.0) $550.00 0 0 O CO 69 0 0 O O) M 69 Engineers Estimate Total Price 0 0 . o 0) O) u) CA 0 0 (D co (� 0) N 69 $297,135.0) 0 0 o 0 O 0 u) 69 0 0 0 O N r f9 0 0 o to r 69 0 0 0 N V Ti 00 69 0 0 u) r h (o (9 0 0 0 0 0 N 69 0 0 0 f9 0 0 0 0 O O N 69 1 811,375.001 0 0 0 0 O_ (9 0 0 0 0 u) r .- 69 0 0 0 0 O u) 69 0 0 0 0 u) (•) 69 0 0 0 0 O 0 (6 0 0 0 0 O (!) 69 0 0 0 0 O V N 69 0 0 0 0 N N N 69 0 0 0 0 t0 (V 69 0 0 0 0 N r (9 0 0 0 u) �_ N 69 0 0 0 0 O r f9 0 0 0 0 CO M EA 0 0 0 0 V Ni: 69 0 0 0 CD W u) u) N 69 0 0 0 0 O N V 69 0 0 0 0 O N 69 0 0 0 0 O 69 $15,000.00 0 0 00 O(0 V 69 0 0 0 CO N (9 0 0 0 0 N V 69 0 0 0 u) r 69 Unit Price 0 u) M 69 0 0 (9 (R 0 0 69 69 0 0 . u) N 69 0 0 0 0 00 IA i 875.001 0 0 r 69 $225.00 0 0 O 0 0 N 69 0 0 O (A $35.00 $35.00 $5.00 0 0 0 0 u) M 69 0 0 0 0 0 u) 69 0 0 0 0 CO 69 0 0 0 0 0 .. 69 0 0 0 0 0 u) 69 0 0 0 0 N r 69 0 0 0 0 u) r 69 0 0 0 0 CO 69 0 0 0 0 V C9 0 0 0 N V 69 0 0 0 0 u) 69 0 0 0 .- 69 0 0 0 N C9 $12.00 0 0 O (O 69 0 0 O 0 0 N 69 $100.00 0 0 O 0 0 N d9 $55.00 $325.00 0 0 O u) CO CR 0 0 O u) CO M .4+ C 03 03 0 O O u) 00 V u) (0 V O 0 0 N O) O .- O CO 0 CV O) CO N .- 0 0 0 N u) N CO 0 0 N u) .- u) V N.- 0 N.- u) N.- CO N V.- V 0 M 0 N .- 0 CO CO N 0.- 0 N- 0.- .- 1- N CO N u) Units GAL TON Z 0 1— 1SQ YD EACH J [L F 1 LF EACH EACH LF iLF [LF LF EACH J LF EACH EACH J EACH [EACH _ 1 EACH (EACH EACH EACH CY SQ FT LIN FT SY LUMP SUM EACH LS EACH w K TREE TREE Project: 02029-85 - LINO - 2015 Street Reconstruction Project E CU BITUMINOUS MATERIAL FOR TACK COAT TYPE SP 12.5 WEARING COURSE MIX (2,C) [TYPE SP 12.5 NON WEAR COURSE MIX (2,C) TYPE SP 12.5 WEARING COURSE MIXTURE (2,C) 2.5" THICK 12" RC PIPE APRON 15" CM PIPE DRAIN 4" PERF PE PIPE DRAIN 4" PVC PIPE DRAIN CLEANOUT YARD DRAIN SPECIAL 4" PVC PIPE SEWER 12" RC PIPE SEWER DES 3006 CL V 15" RC PIPE SEWER DES 3006 CL V CLEAN PIPE SEWER IRRIGATION SYSTEM REPAIR 1 UTILITY COORDINATION J [CONST DRAINAGE STRUCTURE DES 48-4020 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 2 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 3 CONSTRUCT DRAINAGE STRUCTURE DESIGN G CONST DRAINAGE STRUCTURE DESIGN SPECIAL [CASTING ASSEMBLY (STORM) INSTALL SALVAGED CASTING ADJUST FRAME & RING CASTING CONNECT INTO EXISTING STORM SEWER RANDOM RIPRAP CLASS III 8' WIDE BITUMINOUS PATHWAY CONCRETE CURB & GUTTER DESIGN D418 (MODIFIED) 7" CONCRETE DRIVEWAY PAVEMENT MAIL BOX (TEMPORARY) INSTALL MAIL BOX SUPPORT TRAFFIC CONTROL SALVAGE & REINSTALL SIGN CONIFEROUS TREE 10' HT B&B DECIDUOUS TREE 2" CAL BR TRANSPLANT TREE N O U.) N-: u) M N 0 CO O co M N N 0 0 O CO M N M O.- u) O co(D M N LO (D O (D N N u) N O u) N VV u) N O u) N N 0 O N O u) N N 0.- O N O u) N u) CO O in N u) CO O u) N VN u) CO O (!) N M 0 CO CO o u) N N 0 CO V 0 u) N 0 CD 0 N N 0 N (0 0 u) N 0 0 CO 0 u) N 0 0 CO 0 (O N N 0 u) CD 0 (O N N 0.- (O CD 0 N N CO N CD 0 0 N N N CO 0 0 N N N CO 0 u) N N 0 CO CD 0 u) N 0.- u) 0 N u) N u) N 0 N M u) N 0 (D M u) N 0 CD O V N N N 0 CD O V 0 N 0 O M co u) N M 0 CD V CD N N 0 u) r u) N N 0 u) r CO N V u) f` u) N O z E N u) N co N h N (0 01 0) N O CO .- CO N CO CO CO V CO u) CO CD CO (- CO (O CO CO CO 0 V .- V N V M V V V 0 V CO V r V (0 V 0) V 0 N .- u) N u) M 60 V 0 u) 0 (D u) r 0 CO 0 0) 0