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Last Updated | 05/11/2020 08:27 AM |
Project Title | Grade, ACP, STR, Mbgf, Pav Mrks, Signs |
Physical Address | View project details and contacts |
City, State (County) | TX (La Salle County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Parking Garage |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | $16,357,950 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | 100 6002 Preparing Row Sta 531.840 1 105 6020 Removing Stab Base & Asph Pav (12") Sy 217,404.000 2 110 6001 Excavation (Roadway) Cy 11,643.000 3 132 6007 Embankment (Final)(Ord Comp)(Ty d) Cy 15,964.000 4 164 6036 Drill Seeding (Perm) (Rural) (Clay) Ac 106.800 5 247 6041 Fl Bs (Cmp In Plc)(Tya Gr1-2)(Fnal Pos) Cy 59,030.000 6 275 6001 Cement Ton 1,522.000 7 275 6002 Cement Treat (Exist Matl) (6") Sy 229,177.000 8 310 6009 Prime Coat (Mc-30) Gal 62,270.000 9 354 6003 Plan & Text Asph Conc Pav(0" To 3") Sy 783.000 10 401 6001 Flowable Backfill Cy 204.000 11 420 6009 Cl a Conc (Collar) Ea 1.000 12 432 6002 Riprap (Conc)(5 In) Cy 18.000 13 432 6045 Riprap (Mow Strip)(4 In) Cy 82.000 14 438 6001 Cleaning And Sealing Existing Joints Lf 369.000 15 451 6024 Retrofit Rail (Ty Sstr) Lf 482.000 16 462 6010 Conc Box Culv (6 Ft x 3 Ft) Lf 138.000 17 462 6011 Conc Box Culv (6 Ft x 4 Ft) Lf 47.000 18 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 156.000 19 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 12.000 20 464 6018 Rc Pipe (Cl Iv)(24 In) Lf 360.000 21 464 6080 Rc Pipe (Arch)(Cl v)(Des 3) Lf 57.000 22 466 6101 Headwall (Ch - Pw - 0) (Dia= 36 In) Ea 1.000 23 467 6219 Set (Ty i)(s= 6 Ft)(Hw= 5 Ft)(4:1) (c) Ea 2.000 24 467 6224 Set (Ty i)(s= 6 Ft)(Hw= 6 Ft)(4:1) (c) Ea 6.000 25 467 6390 Set (Ty Ii) (24 In) (Rcp) (4: 1) (c) Ea 10.000 26 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 14.000 27 467 6419 Set (Ty Ii) (30 In) (Rcp) (4: 1) (c) Ea 10.000 28 467 6450 Set (Ty Ii) (36 In) (Rcp) (4: 1) (c) Ea 3.000 29 467 6545 Set (Ty Ii) (Des 3) (Rcp) (6: 1) (p) Ea 4.000 30 480 6001 Clean Exist Culverts Ea 30.000 31 496 6004 Remov Str (Set) Ea 32.000 32 496 6008 Remov Str (Box Culvert) Lf 185.000 33 500 6001 Mobilization Ls 1.000 34 502 6001 Barricades, Signs And Traffic Handling Mo 25.000 35 506 6003 Rock Filter Dams (Install) (Ty 3) Lf 330.000 36 506 6011 Rock Filter Dams (Remove) Lf 330.000 37 506 6020 Construction Exits (Install) (Ty 1) Sy 156.000 38 506 6024 Construction Exits (Remove) Sy 156.000 39 506 6030 Backhoe Work (Erosion & Sedmt Cont) Hr 163.000 40 506 6038 Temp Sedmt Cont Fence (Install) Lf 6,461.000 41 506 6039 Temp Sedmt Cont Fence (Remove) Lf 6,461.000 42 510 6002 One-Way Traf Cont (Pilot Car) Hr 80.000 43 510 6003 One-Way Traf Cont (Port Traf Sig) Mo 26.000 44 512 6094 Ptb (Fur & Inst)(Steel) Lf 5,130.000 45 512 6095 Ptb (Move)(Steel) Lf 112,860.000 46 512 6096 Ptb (Remove)(Steel) Lf 5,130.000 47 530 6004 Driveways (Conc) Sy 1,283.000 48 530 6005 Driveways (Acp) Sy 5,923.000 49 533 6003 Rumble Strips (Shoulder) Asphalt Lf 106,383.000 50 533 6004 Rumble Strips (Centerline) Asphalt Lf 53,184.000 51 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 1,200.000 52 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 8.000 53 542 6001 Remove Metal Beam Guard Fence Lf 1,200.000 54 544 6001 Guardrail End Treatment (Install) Ea 8.000 55 544 6003 Guardrail End Treatment (Remove) Ea 8.000 56 545 6003 Crash Cush Atten (Move & Reset) Ea 98.000 57 545 6005 Crash Cush Atten (Remove) Ea 14.000 58 545 6019 Crash Cush Atten (Instl)(s)(n)(Tl3) Ea 14.000 59 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 32.000 60 644 6027 In Sm Rd Sn Sup&Am Tys80(1)Sa(p) Ea 4.000 61 658 6049 Instl Om Assm (Om-2z)(Flx)Gnd(Bi) Ea 74.000 62 658 6060 Remove Delin & Object Marker Assms Ea 52.000 63 658 6062 Instl Del Assm (d-Sw)Sz 1(Brf)Gf2(Bi) Ea 24.000 64 662 6050 Wk Zn Pav Mrk Remov (Refl) Ty Ii-a-a Ea 2,880.000 65 662 6063 Wk Zn Pav Mrk Remov (w)4"(Sld) Lf 16,800.000 66 662 6075 Wk Zn Pav Mrk Remov (w)24"(Sld) Lf 576.000 67 662 6095 Wk Zn Pav Mrk Remov (y)4"(Sld) Lf 141,360.000 68 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 10,700.000 69 666 6048 Refl Pav Mrk Ty i (w)24"(Sld)(100mil) Lf 30.000 70 666 6224 Pavement Sealer 4" Lf 156,266.000 71 666 6303 Re Pm w/Ret Req Ty i (w)4"(Sld)(100mil) Lf 106,383.000 72 666 6312 Re Pm w/Ret Req Ty i (y)4"(Brk)(100mil) Lf 10,815.000 73 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 39,068.000 74 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 802.000 75 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 14,000.000 76 3076 6007 d-Gr Hma Ty-b Sac-b Pg70-22 Ton 60,065.000 77 3077 6033 Sp Mixes Sp-c Sac-a Pg76-22 Ton 21,845.000 78 3084 6001 Bonding Course Gal 19,094.000 79 6001 6002 Portable Changeable Message Sign Ea 4.000 80 6185 6002 Tma (Stationary) Day 120.000 81 6185 6003 Tma (Mobile Operation) Hr 300.000 82 |
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