SS9901-CS040113DEFOREST ROAD
LIFT STATION IMPROVEMENTS
FORCE MAIN LINE D
BID TABULATION
Tuasda Februar ~ t0, 2004 at 10:30 a.m.
olu= ~.,p=,,=u. ' ""=~'°J" ' ="' ""' · '"' ................. ~ Engineer's Estimate
Item No. Description Unit Quantity[ Unit Price Tota
dternative I - HPDE Piping By Directional Drillin~l
I-1 30" DIPS HDPE DR 17 Force Main by Directional Drilling LF 7826 $240 $1,878,240
1-2 30" HDPE Force Main by Open Cut LF 881 $100 $88,100
I-3 ;DPE Fittings LS 1 $30,000 $30,000
I-4 Ductile Iron Fittings TN 1.80 $8,000 $14,400
I-5 30" Gate Valve with Manhole EA 1 $25,000 $25,000
I-6 Sod LS 1 $2,500 $2,500
I-7 Line "D" Thrust Restraint Blocks EA 2 $2,000 $4,000
I-8 Hydrostatic Pipe Testing of Line "D" LS 1 $15,000 $15,000
I-9 Directional Drilling Access Pits LS 1 $250,000 $250,000
1-10 HDPE Pipe Handling LS 1 $15,000 $15,000
1-11 Traffic Control LS $10,000 $10,000
1-12 Storm Water Controls LS $5,000 $5,000
Total - Alternative I $2,337,200
Alternative II - Ductile Iron Piping By Open Cut
I-1 30" DI Force Main by Open Cut (cement-lined, poly-wrapped) LF 6514 $100 $651,400
I-2 30" DI Force Main by Bore (no encasement) LF 499 $250 $124,750
I-3 30" DI Force Main by Bore with 48" Steel Encasement LF 1736 $550 $954,800
I-4 Ductile Iron Fittings TN 27.59 $8,000 $220,720
I-5 30" Gate Valve with Manhole EA 1 $25,000 $25,000
I-6 4" Combination Sewage NV Valve with Manhole EA 10 $10,000 $100,000
I-7 Bore Under Existing Tree (no Encasement) EA 21 $3,500 $73,500
I-8 Sod LS 1 $20,000 $20,000
I-9 Traffic Control LS 1 $15,000 $15,000
1-10 ~torm Water Pollution Prevention LS 1 $10,000 $10,000
I-11 Hydrostatic Pipe Testing of Line "D" LS 1 $15,000 $15,000
1-12 Pipe Loop LS 1 $15,000 $15,000
Total - Alternative II $2,225,200
City of Coppell
Line D Page 1 of I
Coppel Line D-Bid Tabulation
1/13/2004