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Bridge, Paving/Reconstruction Construction Project Lead, (Creek, Tulsa Counties)

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Reported 11/17/2021 12:00 AM
Project Title

Interchange Modification, Pavement Widening, and Bridge Turner Turnpike/i-44/Sh-66
Physical Address View project details and contacts
City, State (County) (Creek, Tulsa Counties)
Category(s) Heavy and Highway
Sub-Category(s) Bridge, Paving/Reconstruction
Contracting Method Competitive Bids.
Project Status Bidding
Bids Due View project details and contacts
Estimated Value
Plans Available from State Agency
Owner View project details and contacts
Architect View project details and contacts
Description

Section 0001 - Roadway 0010 201(a)1200 Clearing And Grubbing 1.00 Lsum 0020 202(a)2200 Unclassified Excavation 98,848.00 Cy 0030 202(d)2500 Unclassified Borrow 302,175.00 Cy 0040 203 5100 Test Rolling 1.00 Lsum 0050 205(a)6200 Type a-Salvaged Topsoil 1.00 Lsum 0060 221(b)2300 Temporary Silt Fence 5,799.00 Lf 0070 221(c)2400 Temporary Sediment Filter 46.00 Ea 0080 221(e)2600 Temporary Silt Dike 651.00 Lf 0090 230(a)7200 Solid Slab Sodding 152,392.00 Sy 0100 233(a)0200 Vegetative Mulching 31.49 Ac 0110 241 3100 Mowing 62.97 Ac 0120 242 4100 (Pl)Stabilized Construction Exit 22.00 Ea 0130 303(a)1200 Aggregate Base Type a 42,105.00 Cy 0140 307(k)4200 Stabilized Subgrade 134,642.00 Sy 0150 310(b)5300 Subgrade, Method b 61,716.00 Sy 0160 317 7100 Cement Treated Base 96,358.00 Sy 0170 325 0100 Separator Fabric 211,155.00 Sy 0180 402(e)2600 Traffic Bound Surface Course Type e 13,566.00 Ton 0190 407(b)7300 Tack Coat 106,832.00 Gal 0200 411(b)1320 Superpave, Type s3(Pg 70-28 Ok) 13,130.00 Ton 0210 411(b)1330 Superpave, Type s3(Pg 64-22 Ok) 15,062.00 Ton 0220 411(c)1420 Superpave, Type s4(Pg 70-28 Ok) 9,771.00 Ton 0230 411(c)1430 Superpave, Type s4(Pg 64-22 Ok) 805.00 Ton 0240 412 3100 Cold Milling Pavement 3,546.00 Sy 0250 414(a)5200 p.c.Concrete Pavement(Placement) 273.00 Sy 0260 414(b)5300 Dowel Jointed p.c.c.Pavt.(Placement) 92,230.00 Sy 0270 414(g)5800 p.c. Concrete For Pavement 27,309.00 Cy 0280 501(g)1810 Clsm Backfill 1,000.00 Cy 0290 509(b)0310 Class a Concrete(Long. Bar. Des. 1-a) 85.50 Cy 0300 509(d)0500 Class c Concrete 1,005.00 Cy 0310 510(c)1440 Slope Wall (5") 3,935.00 Sy 0320 511(a)2200 Reinforcing Steel 2,085.00 Lb 0330 601(b)1220 Type i-a Plain Riprap 562.00 Ton 0340 601(c)1300 Type i-a Filter Blanket 211.00 Ton 0350 609(a)4220 Conc.Curb(4" Mntble-Integral) 1,095.00 Lf 0360 609(a)4230 Conc.Curb(6" Barrier-Integral) 351.00 Lf 0370 609(b)4330 1'-8" Comb.Crb.& Gut.(6" Barrier) 3,841.00 Lf 0380 610(a)5200 4" Concrete Sidewalk 51.00 Sy 0390 610(b)5320 8" Concrete Driveway 856.00 Sy 0400 610(c)5410 6" Concrete Dividing Strip 52.00 Sy 0410 610(i)6000 Tactile Warning Device-New 29.00 Sf 0420 611(a)7210 Manhole (4' Dia.) 15.00 Ea 0430 611(a)7215 Manhole (5' Dia.) 3.00 Ea 0440 611(a)7255 (Sp) Precast Conc Rnd 5' Dia Manhole 6.00 Ea 0450 611(a)7260 (Sp) Precast Conc Rnd 6' Dia Manhole 1.00 Ea 0460 611(b)7245 (Sp) Add'l Depth Precast Rnd 5' Manhole 76.19 Vf 0470 611(b)7250 (Sp) Add'l Depth Precast Rnd 6' Manhole 13.42 Vf 0480 611(b)7300 Add'l.Depth In Manhole (4' Dia.) 26.30 Vf 0490 611(b)7305 Add'l.Depth In Manhole (5' Dia.) 8.17 Vf 0500 611(g)0358 Inlet (Smd-Type 2a) 1.00 Ea 0510 611(g)7758 Inlet Ci Des. 2 (b) 8.00 Ea 0520 611(g)7766 Inlet Ci Des. 2 (d) 1.00 Ea 0530 611(g)7794 Inlet Ci Des. 3 (d) 1.00 Ea 0540 611(g)7806 Inlet Ci Des. 3 (2d) 4.00 Ea 0550 611(g)7958 Inlet Gpi Type 2 (Des. 8) 3.00 Ea 0560 611(g)7966 Inlet Gpi Type 2 (Des. 10) 2.00 Ea 0570 611(g)7978 Inlet Gpi Type 2 (Des. 12) 2.00 Ea 0580 611(g)7986 Inlet Gpi Type 2 (Des. 14) 7.00 Ea 0590 611(g)8155 Inlet - Long. Barrier - Type i, Des.2 20.00 Ea 0600 611(h)0400 Additional Depth In Inlet 175.89 Vf 0610 612(a)3200 Manholes Adjust To Grade 3.00 Ea 0620 613(a)5208 18" r.c.Pipe Class Iii 238.00 Lf 0630 613(a)5216 24" r.c.Pipe Class Iii 3,532.00 Lf 0640 613(a)5220 30" r.c.Pipe Class Iii 516.00 Lf 0650 613(a)5224 36" r.c.Pipe Class Iii 2,952.00 Lf 0660 613(a)5350 22" x 13" r.c.Pipe Arch Class a-Iii 72.00 Lf 0670 613(a)5358 28" x 18" r.c.Pipe Arch Class a-Iii 359.00 Lf 0680 613(a)5366 36" x 22" r.c.Pipe Arch Class a-Iii 76.00 Lf 0690 613(a)5370 43" x 26" r.c.Pipe Arch Class a-Iii 50.00 Lf 0700 613(a)5378 58" x 36" r.c.Pipe Arch Class a-Iii 112.00 Lf 0710 613(b)5508 18" Corr. Galv. Steel Pipe 95.00 Lf 0720 613(b)5516 24" Corr. Galv. Steel Pipe 208.00 Lf 0730 613(b)5524 30" Corr. Galv. Steel Pipe 30.00 Lf 0740 613(b)5604 21" x 15" Corr. Galv. Steel Pipe Arch 252.00 Lf 0750 613(h)6200 6" Perforated Pipe Underdrain Round 1,076.00 Lf 0760 613(i)6305 6" Non-Perf.Pipe Underdrain Rnd. 220.00 Lf 0770 613(j)6400 Edge Drain Conduit-Perforated 4,568.00 Lf 0780 613(k)6500 Edge Drain Outlet Lateral-Nonperforated 402.00 Lf 0790 613(l)6620 28" x 18" Prefab. Culvert End Sec., Arch 5.00 Ea 0800 613(l)6648 43" x 26" Prefab. Culvert End Sec., Arch 2.00 Ea 0810 613(l)6664 58" x 36" Prefab. Culvert End Sec., Arch 1.00 Ea 0820 613(l)6708 18" Prefab. Culvert End Sec., Round 2.00 Ea 0830 613(l)6716 24" Prefab. Culvert End Sec., Round 6.00 Ea 0840 613(l)6728 36" Prefab. Culvert End Sec., Round 6.00 Ea 0850 613(m)6960 Type a4 Culvert End Treatment 13.00 Ea 0860 613(m)6964 Type b4 Culvert End Treatment 11.00 Ea 0870 613(m)6972 Type d4 Culvert End Treatment 2.00 Ea 0880 613(m)7016 Type d6 Culvert End Treatment 1.00 Ea 0890 613(q)7500 Outlet Lateral Headwall 37.00 Ea 0900 613(w)8120 24" Jacked Conduit 524.00 Lf 0910 613(w)8137 43" x 26" Jacked Conduit 170.00 Lf 0920 613(w)8143 58" x 36" Jacked Conduit 112.00 Lf 0930 619(a)6200 Removal Of Structures & Obstructions 1.00 Lsum 0940 619(b)6352 Removal Of Fence 9,983.00 Lf 0950 619(b)6356 Removal Of Curb And Gutter 8,129.00 Lf 0960 619(b)6360 Removal Of Concrete Pavement 58,121.00 Sy 0970 619(b)6364 Removal Of Asphalt Pavement 72,949.00 Sy 0980 619(b)6368 Removal Of Drainage Inlets 37.00 Ea 0990 619(b)6372 Removal Of Manholes 4.00 Ea 1000 619(b)6376 Removal Of Conc.Pav.w/Asph.Overlay 687.00 Sy 1010 619(b)6380 Removal Of Concrete Driveway 329.00 Sy 1020 619(b)6384 Removal Of Asphalt Driveway 1,844.00 Sy 1030 619(b)6396 Removal Of Guardrail 1,478.00 Lf 1040 619(b)6400 Removal Of Curb 6,783.00 Lf 1050 619(b)6404 Removal Of Sidewalk 1,091.00 Sy 1060 619(b)6408 Removal Of Concrete Slope Protection 1,207.00 Sy 1070 619(b)6416 Removal Of Concrete Median Barrier 4,841.00 Lf 1080 619(b)6436 Removal Of Concrete Ditch Liner 928.00 Lf 1090 619(b)6440 Removal Of Existing Pipe 5,438.00 Lf 1100 619(b)6452 Removal Of Existing Retaining Wall 539.00 Lf 1110 619(b)6464 Removal Of 6" Concrete Dividing Strip 867.00 Sy 1120 623(a)1200 Beam Guardrail w-Beam Single 1,550.00 Lf 1130 623(f)1764 Guardrail Trail End Turndown (31") 2.00 Ea 1140 623(g)1820 Guardrail End Treatment (31") 5.00 Ea 1150 623(i)2050 Guardrail Bridge Conn-Thrie Beam (31") 2.00 Ea 1160 624(a)3200 Fence-Style Wwf 2,122.00 Lf 1170 627(a)6200 Concrete Longitudinal Barrier, Design 1 6,139.00 Lf 1180 629(d)7500 Remove And Reset Mailbox 2.00 Ea 1190 853 5165 Barrier Delineators(Type 2, Code 1) 124.00 Ea 1200 853 5175 Guardrail Delineators(Type 2, Code 1) 41.00 Ea Section 0002 - Bridge 1210 501(b)1300 Substructure Excavation Common 140.00 Cy 1220 501(f)1700 Granular Backfill 529.20 Cy 1230 503(a)4270 Prestressed Concrete Beams (Type j Bt) 1,276.67 Lf 1240 504(a)5200 Approach Slab 720.70 Sy 1250 504(b)5300 Saw-Cut Grooving 1,969.90 Sy 1260 504(e)5500 Concrete Parapet 806.00 Lf 1270 506(a)7200 Structural Steel 4,116.00 Lb 1280 507(a)8200 Stainless Steel Fixed Bearing Assembly 10.00 Ea 1290 507(b)8300 Stainless Steel Exp. Bearing Assembly 10.00 Ea 1300 509 0120 Elastomeric Coating 1,679.00 Sf 1310 509(a)0210 Class Aa Concrete 412.70 Cy 1320 509(b)0320 Class a Concrete 623.30 Cy 1330 509(d)0510 Class c Concrete 17.00 Cy 1340 510(c)1450 Slope Wall (5") 149.00 Sy 1350 511(b)2310 Epoxy Coated Reinforcing Steel 194,040.00 Lb 1360 514(a)5210 Piles, Furnished (Hp 10x42) 173.00 Lf 1370 514(b)5310 Piles, Driven (Hp 10x42) 173.00 Lf 1380 514(l)6300 Pile Splice, h-Pile (Non-Biddable) 1.00 Ea 1390 515(a)7200 Water Repellent (Visually Inspected) 3,659.00 Sy 1400 516(a)8240 Drilled Shafts 60" Diameter 265.00 Lf 1410 516(a)8245 Drilled Shafts 66" Diameter 125.00 Lf 1420 516(c)8400 Crosshole Sonic Logging 3.00 Ea 1430 518(j)0800 Preformed Silicone Foam Joints 81.68 Lf 1440 613(h)6205 6" Perforated Pipe Underdrain Round 166.00 Lf 1450 613(i)6310 6" Non-Perf.Pipe Underdrain Rnd. 10.00 Lf 1460 619(b)6304 Removal Of Bridge Items 1.00 Lsum Section 0003 - Retaining Wall No. 1 (752.33' Mse) 1470 504(e)5520 42" f-Shaped Parapet 202.00 Lf 1480 509 0100 Special Concrete Finish 1,080.00 Sy 1490 509(d)0510 Class c Concrete 36.00 Cy 1500 510(d)1510 Mse Retaining Wall 1,250.00 Sy 1510 623(g)1820 Guardrail End Treatment (31") 1.00 Ea 1520 623(i)2050 Guardrail Bridge Conn-Thrie Beam (31") 1.00 Ea 1530 624(e)3600 Fence-Style Clf (4'High, Class a) 669.00 Lf Section 0004 - Retaining Wall No. 2 (738.04' Mse) 1540 501(f)1700 Granular Backfill 225.00 Cy 1550 504(e)5500 Concrete Parapet 739.00 Lf 1560 504(e)5520 42" f-Shaped Parapet 840.00 Lf 1570 509 0100 Special Concrete Finish 583.00 Sy 1580 509(a)0210 Class Aa Concrete 500.00 Cy 1590 509(d)0510 Class c Concrete 13.00 Cy 1600 510(c)1450 Slope Wall (5") 138.00 Sy 1610 510(d)1510 Mse Retaining Wall 689.00 Sy 1620 511(b)2310 Epoxy Coated Reinforcing Steel 100,030.00 Lb 1630 515(a)7200 Water Repellent (Visually Inspected) 1,480.21 Sy 1640 613(h)6205 6" Perforated Pipe Underdrain Round 114.00 Lf 1650 613(i)6310 6" Non-Perf.Pipe Underdrain Rnd. 50.00 Lf 1660 871(a)2200 Impact Attenuator 1.00 Ea Section 0005 - Retaining Wall No. 3 (167.65' Cast In Place) 1670 501(f)1700 Granular Backfill 130.00 Cy 1680 504(e)5500 Concrete Parapet 168.00 Lf 1690 509(a)0210 Class Aa Concrete 67.80 Cy 1700 511(b)2310 Epoxy Coated Reinforcing Steel 14,450.00 Lb 1710 515(a)7200 Water Repellent (Visually Inspected) 151.00 Sy 1720 871(a)2200 Impact Attenuator 1.00 Ea Section 0006 - Retaining Wall No. 4 (320.04' Mse) 1730 504(e)5520 42" f-Shaped Parapet 227.00 Lf 1740 509 0100 Special Concrete Finish 380.00 Sy 1750 509(d)0510 Class c Concrete 13.00 Cy 1760 510(d)1510 Mse Retaining Wall 450.00 Sy 1770 623(g)1820 Guardrail End Treatment (31") 1.00 Ea 1780 623(i)2050 Guardrail Bridge Conn-Thrie Beam (31") 2.00 Ea 1790 624(e)3600 Fence-Style Clf (4'High, Class a) 235.00 Lf Section 0007 - Retaining Wall No. 5 (1100.00' Cast In Place) 1800 501(f)1700 Granular Backfill 855.00 Cy 1810 504(e)5520 42" f-Shaped Parapet 1,100.00 Lf 1820 509(a)0210 Class Aa Concrete 447.70 Cy 1830 511(b)2310 Epoxy Coated Reinforcing Steel 86,390.00 Lb 1840 515(a)7200 Water Repellent (Visually Inspected) 1,032.00 Sy 1850 623(a)1210 Beam Guardrail w-Beam Single 75.00 Lf 1860 623(g)1820 Guardrail End Treatment (31") 1.00 Ea 1870 623(i)2050 Guardrail Bridge Conn-Thrie Beam (31") 1.00 Ea Section 0008 - Retaining Wall No. 6 (1055.00' Cast In Place) 1880 202(a)2210 Unclassified Excavation 5.00 Cy 1890 501(a)1210 Structural Excavation Unclassified 223.00 Cy 1900 501(f)1700 Granular Backfill 463.00 Cy 1910 504(e)5520 42" f-Shaped Parapet 1,055.00 Lf 1920 509(a)0210 Class Aa Concrete 387.40 Cy 1930 510(a)1210 Retaining Wall 312.00 Sy 1940 511(b)2310 Epoxy Coated Reinforcing Steel 76,160.00 Lb 1950 515(a)7200 Water Repellent (Visually Inspected) 932.00 Sy 1960 602(c)2420 Filter Fabric 587.00 Sy 1970 613(h)6205 6" Perforated Pipe Underdrain Round 1,055.00 Lf 1980 613(u)7950 Pipe Underdrain Cover Mat'l. 216.00 Cy 1990 623(g)1820 Guardrail End Treatment (31") 1.00 Ea 2000 623(i)2050 Guardrail Bridge Conn-Thrie Beam (31") 1.00 Ea Section 0009 - Retaining Wall No. 7 (63.92' Cast In Place) 2010 202(a)2210 Unclassified Excavation 212.00 Cy 2020 501(a)1210 Structural Excavation Unclassified 22.00 Cy 2030 510(a)1210 Retaining Wall 56.00 Sy 2040 602(c)2420 Filter Fabric 36.00 Sy 2050 613(h)6205 6" Perforated Pipe Underdrain Round 64.00 Lf 2060 613(u)7950 Pipe Underdrain Cover Mat'l. 21.00 Cy Section 0010 - Traffic Pavement Marking And Signing 2070 516(a)8240 Drilled Shafts 60" Diameter 358.00 Lf 2080 804(a)2200 Structural Concrete 7.92 Cy 2090 804(b)2300 Reinforcing Steel 2,528.00 Lb 2100 805(a)3236 (Pl)Removal Of Overhead Sign Structure 3.00 Ea 2110 805(a)3252 (Pl)Removal Of Existing Signs 84.00 Ea 2120 805(d)3528 (Pl)Remove & Reset Existing Signs 2.00 Ea 2130 850(a)1200 Sheet Aluminum Signs 530.00 Sf 2140 850(b)1310 Extruded Aluminum Panel Signs 332.00 Sf 2150 850(b)1320 Extr.Alum.Pan.Sgn.(Ovrhd Signs) 1,995.00 Sf 2160 851(a)2220 8"@31 Galv.Stl.Wd.Flange Bm.Post 140.00 Lf 2170 851(c)2415 2" Square Tube Post 833.00 Lf 2180 852(d)3512 Ovhd.Sn.Str., Monotube Type b 70' 1.00 Ea 2190 852(d)3516 Ovhd.Sn.Str., Monotube Type b 75' 1.00 Ea 2200 852(d)3532 Ovhd.Sn.Str., Monotube Type b 95' 1.00 Ea 2210 852(e)3600 Ovhd.Sn.Str., Monotube Type c 2.00 Ea 2220 855(a)7200 Traffic Stripe(Plastic)(4" Wide) 8,181.00 Lf 2230 855(a)7208 Traffic Stripe(Plastic)(8" Wide) 266.00 Lf 2240 855(a)7212 Traffic Stripe(Plastic)(12" Wide) 123.00 Lf 2250 855(a)7216 Traffic Stripe(Plastic)(24" Wide) 62.00 Lf 2260 855(b)7304 Traffic Stripe(Plastic)(Arrows) 6.00 Ea 2270 856(a)8200 Traffic Stripe(Multi-Poly.)(4" Wide) 1,616.00 Lf 2280 856(a)8204 Traffic Stripe(Multi-Poly.)(6" Wide) 66,755.00 Lf 2290 856(a)8208 Traffic Stripe(Multi-Poly.)(8" Wide) 4,258.00 Lf 2300 856(a)8212 Traffic Stripe(Multi-Poly)(12" Wide) 2,130.00 Lf 2310 856(a)8216 Traffic Stripe(Multi-Poly.)(24" Wide) 74.00 Lf 2320 856(b)8304 Traffic Stripe(Multi-Poly.)(Arrows) 14.00 Ea Section 0011 - Traffic Control 2330 857(a)9200 Construction Traffic Str.(Paint)(4" Wide) 442,357.00 Lf 2340 857(f)9700 Pavement Mrkng.Removal(Traf.Strp) 143,470.00 Lf 2350 857(f)9730 Pavement Marking Removal(Symbols) 6.00 Ea 2360 871(b)2300 Const.Zone Impact Atten. 2,065.00 Sd 2370 877(b)4300 Deliver Portable Longitudinal Barrier 19,560.00 Lf 2380 877(c)4400 Relocation Of Port. Longitudinal Barrier 53,141.00 Lf 2390 880(a)6200 Arrow Display(Type a) 560.00 Sd 2400 880(b)6300 Construction Signs 0 To 6.25 Sf 18,255.00 Sd 2410 880(b)6310 Construction Signs 6.26 Sf To 15.99 Sf 17,680.00 Sd 2420 880(b)6320 Construction Signs 16.0 Sf To 32.99 Sf 42,455.00 Sd 2430 880(c)6410 Construction Barricades(Type Iii) 2,030.00 Sd 2440 880(c)6420 Wing Barricades 3,010.00 Sd 2450 880(d)6500 Vertical Panels 5,000.00 Sd 2460 880(e)6600 Warning Lights(Type a) 19,275.00 Sd 2470 880(f)6700 Drums 217,745.00 Sd 2480 880(g)6805 Channelizer Cones 10,000.00 Sd 2490 882(a)8210 Port.Changeable Message Sign 3,510.00 Sd Section 0012 - Lighting 2500 516(a)8230 Drilled Shafts 48" Diameter 20.00 Lf 2510 610(a)5200 4" Concrete Sidewalk 21.00 Sy 2520 802(a)0220 1 1/4" Galv.Steel Elect.Cond. Exposed 728.00 Lf 2530 802(b)0320 2" Pvc Sch.40 Plastic Conduit Bored 1,860.00 Lf 2540 802(b)0324 2" Pvc Sch.40 Plastic Conduit Trenched 16,700.00 Lf 2550 802(e)0600 Junction Box(6" x 6" x 4") 3.00 Ea 2560 803(a)1200 Pull Box 28.00 Ea 2570 803(a)1210 Pull Box(Size i) 22.00 Ea 2580 804(a)2200 Structural Concrete 180.01 Cy 2590 804(b)2300 Reinforcing Steel 30,916.00 Lb 2600 805(a)3216 Removal Of High Mast Tower 4.00 Ea 2610 805(a)3228 (Pl)Removal Of Light Pole 14.00 Ea 2620 806(d)4616 40' Mtg.Ht.Hl.Ptp.(g.Stl.) 97.00 Ea 2630 807 5120 Breakaway Base (Des. b) 71.00 Ea 2640 809(a)7200 Roadway Luminaire 144.00 Ea 2650 809(b)7300 Underpass Luminaire 6.00 Ea 2660 809(e)7600 High Mast Luminaire 3.00 Ea 2670 810(a)8200 Service Pole 1.00 Ea 2680 811 9110 1/c No.2 Elect.Cond. 63,840.00 Lf 2690 811 9130 1/c No.10 Elect.Cond. 1,220.00 Lf 2700 811 9135 1/c No.12 Elect.Cond. 15,120.00 Lf 2710 812 0150 150' High Mast Pole(g.Stl.) 1.00 Ea 2720 813 1110 High Mast Lowering Dev.Typ.Ii 1.00 Ea Section 0013 - Construction Staking 2730 642(a)3200 Construction Staking Level i 1.00 Lsum Section 0014 - Construction 2740 220 1100 Swppp Documentation And Management 1.00 Lsum 2750 430 2120 Pavement Smoothness (Non-Biddable) 1.00 Lsum 2760 641 2110 Mobilization 1.00 Lsum
Details

Bridge, New Construction.
Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 - Concrete, Concrete Reinforcing, Precast Structural Concrete.
Division 05 - Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 - Thermal and Moisture Protection, Expansion Control.
Division 09 - Finishes, High-Performance Coatings.
Division 10 - Specialties, Signage, Traffic Signage.
Division 26 - Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 - Earthwork, Embankments, Erosion and Sedimentation Controls, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 - Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings, Fences and Gates, Retaining Walls.
Division 33 - Utilities, Storm Drainage Utilities, Storm Drainage Structures.
Division 34 - Transportation, Bridges.
Bidder's List View project details and contacts
Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
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