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Last Updated | 02/10/2020 05:51 AM |
Project Title | Replace Bridge and approaches |
Physical Address | View project details and contacts |
City, State (County) | TX (Colorado County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Bridge |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | $8,045,316 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | 100 6002 Preparing Row Sta 46.260 1 104 6001 Removing Conc (Pav) Sy 113.000 2 104 6022 Removing Conc (Curb And Gutter) Lf 40.000 3 104 6044 Removing Conc (Flume) Sy 52.000 4 110 6001 Excavation (Roadway) Cy 6,547.000 5 132 6006 Embankment (Final)(Dens Cont)(Ty c) Cy 22,168.000 6 150 6002 Blading Hr 100.000 7 160 6003 Furnishing And Placing Topsoil (4") Sy 66,387.000 8 164 6021 Cell Fbr Mlch Seed(Perm)(Rural)(Sandy) Sy 66,387.000 9 164 6029 Cell Fbr Mlch Seed(Temp)(Warm) Sy 16,597.000 10 164 6031 Cell Fbr Mlch Seed(Temp)(Cool) Sy 16,597.000 11 168 6001 Vegetative Watering Mg 1,394.000 12 247 6057 Fl Bs (Cmp In Plc)(Tye Gr1-2)(Fnal Pos) Cy 3,709.000 13 247 6203 Fl Bs (Cmp In Plc)(Rap) (6") Sy 2,284.000 14 260 6006 Lime Trt (Exst Matl) (6") Sy 14,484.000 15 260 6012 Lime(Hyd,Com Or Qk)(Slry)Or Qk(Dry) Ton 174.000 16 305 6004 Salv, Haul & Stkpl Rcl Aph Pv (4 To 6") Sy 2,692.000 17 305 6007 Slv,Haul & Stkpl Rcl Aph Pv (10 To 12") Sy 8,614.000 18 310 6009 Prime Coat (Mc-30) Gal 3,865.000 19 316 6246 Aggr(Ty-Pe Gr-3 Sac-b) Cy 196.000 20 316 6249 Aggr(Ty-Pe Gr-4 Sac-b) Cy 16.000 21 316 6400 Asph (Ac-15p Or Ac-10-2tr Or Crs-2p) Gal 7,382.000 22 341 6008 d-Gr Hma Ty-b Pg64-22 Ton 2,771.000 23 341 6042 d-Gr Hma Ty-d Sac-b Pg70-22 Ton 2,517.000 24 354 6023 Plane Asph Conc Pav(0" To 4") Sy 1,026.000 25 400 6005 Cem Stabil Bkfl Cy 113.000 26 403 6001 Temporary Spl Shoring Sf 1,630.000 27 403 6006 Temporary Spl Shoring (Cofferdam) Sf 6,768.000 28 409 6002 Prestr Conc Pil (18 In Sq) Lf 12,644.000 29 416 6002 Drill Shaft (24 In) Lf 624.000 30 416 6004 Drill Shaft (36 In) Lf 190.000 31 420 6013 Cl c Conc (Abut) Cy 59.000 32 420 6025 Cl c Conc (Bent) Cy 1,172.900 33 420 6027 Cl c Conc (Bent)(Mass) Cy 81.600 34 420 6074 Cl c Conc (Misc) Cy 73.000 35 422 6001 Reinf Conc Slab Sf 62,040.000 36 425 6037 Prestr Conc Girder (Tx40) Lf 5,460.000 37 425 6041 Prestr Conc Girder (Tx70) Lf 2,601.120 38 432 6002 Riprap (Conc)(5 In) Cy 2.400 39 432 6010 Riprap (Conc)(Cl b)(5 In) Cy 111.000 40 432 6045 Riprap (Mow Strip)(4 In) Cy 38.000 41 450 6023 Rail (Ty Sstr) Lf 2,740.000 42 454 6001 Sealed Expansion Joint (4 In) (Sej - a) Lf 407.000 43 462 6002 Conc Box Culv (3 Ft x 3 Ft) Lf 20.000 44 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 72.000 45 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 192.000 46 466 6167 Wingwall (Fw - s) (Hw=6 Ft) Ea 1.000 47 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (p) Ea 6.000 48 467 6423 Set (Ty Ii) (30 In) (Rcp) (6: 1) (p) Ea 4.000 49 496 6007 Remov Str (Pipe) Lf 130.000 50 496 6012 Remov Str (Bridge 1000 Ft Or Greater) Ea 1.000 51 496 6040 Remov Str (Ret Wall) Lf 45.000 52 500 6001 Mobilization Ls 1.000 53 502 6001 Barricades, Signs And Traffic Handling Mo 26.000 54 506 6001 Rock Filter Dams (Install) (Ty 1) Lf 267.000 55 506 6011 Rock Filter Dams (Remove) Lf 267.000 56 506 6038 Temp Sedmt Cont Fence (Install) Lf 8,575.000 57 506 6039 Temp Sedmt Cont Fence (Remove) Lf 8,575.000 58 512 6072 Ptb (Frn&Instl)(Sgl Slp)(Ty 1) Or (Stl) Lf 3,450.000 59 512 6074 Ptb (Move)(Sgl Slp)(Ty 1) Or (Stl) Lf 810.000 60 512 6076 Ptb (Remove)(Sgl Slp)(Ty 1) Or (Stl) Lf 3,450.000 61 529 6008 Conc Curb & Gutter (Ty Ii) Lf 634.000 62 530 6006 Driveways (Surf Treat) Sy 665.000 63 533 6001 Rumble Strips (Shoulder) Lf 6,300.000 64 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 325.000 65 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 6.000 66 542 6001 Remove Metal Beam Guard Fence Lf 722.000 67 542 6004 Rm Mtl Bm Gd Fence Trans (Thrie-Beam) Ea 2.000 68 544 6001 Guardrail End Treatment (Install) Ea 4.000 69 544 6003 Guardrail End Treatment (Remove) Ea 4.000 70 545 6003 Crash Cush Atten (Move & Reset) Ea 6.000 71 545 6005 Crash Cush Atten (Remove) Ea 6.000 72 545 6019 Crash Cush Atten (Instl)(s)(n)(Tl3) Ea 6.000 73 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 4.000 74 644 6076 Remove Sm Rd Sn Sup&Am Ea 4.000 75 658 6014 Instl Del Assm (d-Sw)Sz (Brf)Ctb (Bi) Ea 54.000 76 658 6047 Instl Om Assm (Om-2y)(Wc)Gnd Ea 2.000 77 658 6060 Remove Delin & Object Marker Assms Ea 4.000 78 658 6062 Instl Del Assm (d-Sw)Sz 1(Brf)Gf2(Bi) Ea 14.000 79 662 6050 Wk Zn Pav Mrk Remov (Refl) Ty Ii-a-a Ea 84.000 80 662 6063 Wk Zn Pav Mrk Remov (w)4"(Sld) Lf 6,552.000 81 662 6095 Wk Zn Pav Mrk Remov (y)4"(Sld) Lf 6,552.000 82 662 6109 Wk Zn Pav Mrk Sht Term (Tab)Ty w Ea 655.000 83 662 6110 Wk Zn Pav Mrk Sht Term (Tab)Ty y Ea 655.000 84 666 6224 Pavement Sealer 4" Lf 3,038.000 85 666 6303 Re Pm w/Ret Req Ty i (w)4"(Sld)(100mil) Lf 9,252.000 86 666 6312 Re Pm w/Ret Req Ty i (y)4"(Brk)(100mil) Lf 1,160.000 87 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 526.000 88 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 59.000 89 678 6001 Pav Surf Prep For Mrk (4") Lf 7,902.000 90 6001 6002 Portable Changeable Message Sign Ea 2.000 91 6185 6001 Tma (Stationary) Ea 2.000 92 6185 6005 Tma (Mobile Operation) Day 4.000 93 |
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