Bid Proposal Form 5-25-05
UHII ESTIMATED UMI ESTIMATED
QUANTITY -CQaT COST
GRADING.- 2~1
COMMON EXCAVATION C.Y. 57000
SUBCUT EXCAVATION (Muck Methods) C.Y. 10000
EXPORT C,y, 20000
BUILDING DEMOLITION L.S. 1
CLEAR & GRUB L.S. 1
SUBTOTAL GRADING
EROSION CONTROL ~¥e !/l~
SIL T FENCE L.F. 4500
SEED & MULCH ACRE 1.0 ~~I
fD
SUBTOTAL EROSION CONTROL L86bØ-~"
SANITARY SEWER
8" PVC SEWER, 12-14' DEPTH L.F. 1310 .s S- bZ·O· t:J~
8" X4"WYE EACH 20 I IÇ). eo
4" PVC SANITARY SERVICES L.F. 600 g o. /)1)
4" 1/8 BENDS EACH 20 2r;r S. 4 C?
FLUSHING CONNECTION· COMPlETE EACH 0 ¿> -
CONNECT TO EXIST. SAN.(CORE DRILL) EACH 1 OOO.ep
ABANDON UNUSED EXIST, SEPTIC SYSTEM EACH 0 ,D _
SAW CUT & REMOVE BIT, RESTORE IN KIND L.S. 0 -þ -
STABILlZA.TION ROCK TON 215 $ >DO. co
SUBTOTAL SANITARY SEWER .s~. /9,S"." (;'
WATER
6" DIP WATER MAIN L.F, 1500
B" DIP WATER MAIN L.F. 0
FIRE HYDRANT WNAlVE EACH 3
FITTINGS LBS. 1500
6" GATE VALVE & BOX EACH 3
1" TYPE K COPPER SERVICE L.F. 600
1" CO RP EACH 20
1" CURB STOP & BOX EACH 20
CONNECT TO EXIST. 8" WM EACH 2
SAWCUT & REMOVE EXIST BIT. RESTORE IN·KIND L.S. í
8" PLUG INSTALLED EACH d
SUBTOTAL WATER S4 3~S.f)O
f
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BID
PROPOSAL
FORM
(PREL.IMINARY)
PROJECT: HIDDEN CREEK MEADOWS
LOCATION: CHANHASSEN, MINNESOTA
DEVELOPER: D & G OF CHANHASSEN
CITY OF CHANHASSEN
RECEIVED
MAY 2 5 2005
CHANHASSEN PLANNING DE?!
STORM SEWER
12" RCP, CLASS 5
15" RCP, CLASS 5
18" RCP. CLASS 5
421' RCP CULVERT
STANDARD CATCH BASIN (2'X3')
STANDARD CATCH BASIN I MANHOLE (4' DIAM.)
STANDARD MANHOLE
18" RCP APRON WI TRASH GUARD
42" RCP APRON WI TRASH GUARD
STORM OUTLET STRUCTURE
GRANULAR FILTER MATERIAL
CLASS III RIP RAP
4" PERF PIPE DRAIN TILE
SUBTOTAL STORM SEWER
STREETS ~I/ ¡, ,
STABILIZATION ROCK J'" ¡1f/#tl~· lib¡ 11r;?
12" CL 5 ·100% CRUSHED (TO l' BACK OF CURB)
SUBGRADE PREPARATION
SURMOUNTABLE CURB AND GUTIER
8618 CURB AND GUTTER
2~ BIT. BASE COURSE
TACK COAT
1-1/2" BIT. WEARING COURSE
ADJUST CASTING (MH & GV) 1M 2 G V
PED RAMPS
6' CONCRETE SIDEWALK
BOULEVARD RESTORATION
SUBTOTAL STREETS
TOTAL CONSTRUCTION COSTS
L.F.
L.F.
L.F.
L.F.
EACH
EACH
EACH
EACH
EACH
EACH
C.Y.
e.Y.
LF
180
350
385
130
3
4
1
1
2
1
15.0
30.0
1200
6/3, ~ $"2' - 00
TON 1 DDG
TON 5209
S,y, 6362
L.F. 2794
L.F. 100
TON 640
GALLOI 530
TON 480
EACH 11~~1f1BP' 9
EACH 2
L.F. 1310
L.F. 2800
PROPOSAL FROM:
Company: ~/lAúI~~r- ~fJh,.9/.f ßr
Contact: Ge.N'~ c.(}¡s AÍl~w~/"'/
Phone: (952) 1/1Ç-IM3
Fax: (95Z) 19'b- /115"6
GENERAL NOTES:
1) All work shall be constructed in accordance with the current Final Construction Plans
2) All structures shown on the bid sheet shall be sized accordingly or per plans
3) All requrJed bedding material shall be included in the bid price unless quantity shown.
4) Any other Items not listed shall be considered incidental to construction unless otherwise
noted within the Contractor's Bid.
5) Final street section shall be per final soil engineer's recommendations.
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