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Sheet1
| ITEM NO. | SUPPLIES/SERVICES : FY20 Contract Development - Asphalt IDIQ - Myer-Henderson Hall | QUANTITY | UNIT | UNIT PRICE | AMOUNT | QUANTITY | UNIT PRICE | AMOUNT | QUANTITY | UNIT PRICE | AMOUNT | QUANTITY | UNIT PRICE | AMOUNT | QUANTITY | UNIT PRICE | AMOUNT |
| | Ordering Period I | | | | Ordering Period II | | | Ordering Period III | | | Ordering Period IV | | | Ordering Period V | | |
| 4001 | Asphalt Work | | | | | | | | | | | | | | | | |
| The contractor shall provide labor, materials, equipment, transportation, professional services for asphalt work to include but not limted to alteration, repairs of road paving, curb and gutter, paving of parking lots, sidewalk, running tracks, removal/application of asphalt. | | | | | | | | | | | | | | | | |
| 4001AA | Existing deteriorated bituminous removal | 3260 | CY | | $ - 0 | 3,423 | | $ - 0 | 3,594 | | $ - 0 | 3,774 | | $ - 0 | 3,963 | | $ - 0 |
| Remove existing deteriorated bituminous pavement section: including wearing/binder courses, aggregate base, and subbase. | | | | | | | | | | | | | | | | |
| 4001AB | Portland cement concrete removal | 755 | CY | $ - 0 | 793 | $ - 0 | 832 | $ - 0 | 874 | $ - 0 | 918 | $ - 0 |
| Remove existing deteriorated portland cement concrete | | | | | | | | | | | |
| 4001AC | Existing soil or gravel removal | 7423 | CY | $ - 0 | 7,794 | $ - 0 | 8,184 | $ - 0 | 8,593 | $ - 0 | 9,023 | $ - 0 |
| Remove existing soil or gravel | | | | | | | | | | | |
| 4001AD | Rework and compact base, sub-base | 23134 | SY | $ - 0 | 24,291 | $ - 0 | 25,505 | $ - 0 | 26,780 | $ - 0 | 28,120 | $ - 0 |
| Rework and compact 6" base, sub-base, or subgrade | | | | | | | | | | | |
| 4001AE | Clean cracks and joints | 4629 | LF | $ - 0 | 4,860 | $ - 0 | 5,103 | $ - 0 | 5,359 | $ - 0 | 5,627 | $ - 0 |
| Clean cracks and joints in asphaltic concrete, and seel with the required crack sealing materials | | | | | | | | | | | |
| 4001AF | Construct Stabilized aggregate | 30301 | CY | $ - 0 | 31,816 | $ - 0 | 33,407 | $ - 0 | 35,077 | $ - 0 | 36,831 | $ - 0 |
| Construct stabilized aggregate base course | | | | | | | | | | | |
| 4001AG | Clean and Apply prime and/or tack coat | 24923 | SY | $ - 0 | 26,169 | $ - 0 | 27,478 | $ - 0 | 28,851 | $ - 0 | 30,294 | $ - 0 |
| Clean and apply prime or tack coat | | | | | | | | | | | |
| 4001AH | Bituminous Asphalt Binder | 28595 | SY | $ - 0 | 30,025 | $ - 0 | 31,526 | $ - 0 | 33,102 | $ - 0 | 34,757 | $ - 0 |
| Construct bituminous asphalt binder course compacted to 3" | | | | | | | | | | | |
| 4001AJ | Construct bituminous asphalt binder | 4000 | SY | $ - 0 | 4,200 | $ - 0 | 4,410 | $ - 0 | 4,631 | $ - 0 | 4,862 | $ - 0 |
| Construct bituminous asphalt wearing course compacted to 2" | | | | | | | | | | | |
| 4001AK | Construct Bituminous asphalt | 32288 | SY | $ - 0 | 33,902 | $ - 0 | 35,598 | $ - 0 | 37,377 | $ - 0 | 39,246 | $ - 0 |
| Construct bituminous asphalt wearing course compacted to 1.5" | | | | | | | | | | | |
| 4001AL | Construct geotextile fabric | 21800 | SY | $ - 0 | 22,890 | $ - 0 | 24,035 | $ - 0 | 25,236 | $ - 0 | 26,498 | $ - 0 |
| Construct geotextile fabric; Provide and Install Geotextile Project | | | | | | | | | | | |
| 4001AM | Clean asphalt concrete | 15956 | SY | $ - 0 | 16,754 | $ - 0 | 17,591 | $ - 0 | 18,471 | $ - 0 | 19,395 | $ - 0 |
| Clean asphalt concrete and apply asphalt slurry seal on existing surface. Minimum | | | | | | | | | | | |
delivery order of at least 10,000 SY
| 4001AN | New Pre-cast concrete wheel stops | 150 | EA | $ - 0 | 158 | $ - 0 | 165 | $ - 0 | 174 | $ - 0 | 182 | $ - 0 |
| Construct new precast concrete wheel stops to match existing | | | | | | | | | | | |
| 4001AP | Relocate existing wheel stops | 95 | EA | $ - 0 | 100 | $ - 0 | 105 | $ - 0 | 110 | $ - 0 | 115 | $ - 0 |
| Relocate existing wheel stops. | | | | | | | | | | | |
| 4001AQ | Construct Reinforced Concrete | 307 | CY | $ - 0 | 322 | $ - 0 | 338 | $ - 0 | 355 | $ - 0 | 373 | $ - 0 |
| Construct reinforced concrete structures incidental to asphalt work as required | | | | | | | | | | | |
| 4001AR | Furnish top soil and fine Grade | 3568 | CY | $ - 0 | 3,746 | $ - 0 | 3,934 | $ - 0 | 4,130 | $ - 0 | 4,337 | $ - 0 |
| Furnish and replace topsoil, fine grade | | | | | | | | | | | |
| 4001AS | Furnish and place lime, fertilize | 6000 | SY | $ - 0 | 6,300 | $ - 0 | 6,615 | $ - 0 | 6,946 | $ - 0 | 7,293 | $ - 0 |
| Furnish and place lime, fertilizer, seed, and mulch | | | | | | | | | | | |
| 4001AT | Furnish, place and peg sod | 3725 | SY | $ - 0 | 3,911 | $ - 0 | 4,107 | $ - 0 | 4,312 | $ - 0 | 4,528 | $ - 0 |
| Furnish, place, and peg sod | | | | | | | | | | | |
| 4001AU | Furnish fine grading | 1225 | SY | $ - 0 | 1,286 | $ - 0 | 1,351 | $ - 0 | 1,418 | $ - 0 | 1,489 | $ - 0 |
| Furnish fine grading. | | | | | | | | | | | |
| 4001AV | Remove Existing top of manhole or drop inlet | 142 | EA | $ - 0 | 149 | $ - 0 | 157 | $ - 0 | 164 | $ - 0 | 173 | $ - 0 |
| Remove existing top of manhole or drop inlet; extend to new height, as required, and reinstall manhole or drop inlet to match the road surface | | | | | | | | | | | |
| 4001AW | Remove existing top valve boxes or fuel boxes | 5508 | EA | $ - 0 | 5,783 | $ - 0 | 6,073 | $ - 0 | 6,376 | $ - 0 | 6,695 | $ - 0 |
| Remove existing valve boxes or fuel tank fill boxes, as required, to match flush | | | | | | | | | | | |
| 4001AX | Replace Traffic Light activator loops | 5090 | LF | $ - 0 | 5,345 | $ - 0 | 5,612 | $ - 0 | 5,892 | $ - 0 | 6,187 | $ - 0 |
| Replace traffic light activator loops, as required. Sawcut 2" in depth and seal with a weatherproof epoxy resin sealer in the area depicted for installation of #14 AWG activator loop wire. This work includes pulling wire through conduit, all service connections, and required testing | | | | | | | | | | | |
| 4001AY | Remove existing painted line markings | 1000 | SF | $ - 0 | 1,050 | $ - 0 | 1,103 | $ - 0 | 1,158 | $ - 0 | 1,216 | $ - 0 |
| Remove existing painted line markings, figures, letters, and numbers | | | | | | | | | | | |
| 4002 | Paint line markings, figures and letters | | | | | | | | | | | |
| Paint line markings, figures, and letters as specified or directed by the contracting officer. Make necessary surface preparations. (Note: All letters and numbers to be painted fully closed) | | | | | | | | | | | |
| 4002AA | Solid markings on various roads | 86675 | LF | $ - 0 | 91,009 | $ - 0 | 95,559 | $ - 0 | 100,337 | $ - 0 | 105,354 | $ - 0 |
| 4" solid line markings (yellow or white in color) on various roads | | | | | | | | | | | |
| 4002AB | 4" broken line markings on various roads | 680 | LF | $ - 0 | 714 | $ - 0 | 750 | $ - 0 | 787 | $ - 0 | 827 | $ - 0 |
| 4" broken line markings (yellow or white in color) on various roads | | | | | | | | | | | |
| 4002AC | Straight or curved arrow | 75 | EA | $ - 0 | 79 | $ - 0 | 83 | $ - 0 | 87 | $ - 0 | 91 | $ - 0 |
| Straight or curved arrows (white in color) on various roads | | | | | | | | | | | |
| 4002AD | Double arrows | 75 | EA | $ - 0 | 79 | $ - 0 | 83 | $ - 0 | 87 | $ - 0 | 91 | $ - 0 |
| Double arrows (white in color) on various roads | | | | | | | | | | | |
| 4002AE | PED-X letters | 75 | EA | $ - 0 | 79 | $ - 0 | 83 | $ - 0 | 87 | $ - 0 | 91 | $ - 0 |
| PED-X letters (white in color) on various roads | | | | | | | | | | | |
| 4002AF | STOP letters | 75 | EA | $ - 0 | 79 | $ - 0 | 83 | $ - 0 | 87 | $ - 0 | 91 | $ - 0 |
| STOP letters (white in color) on various roads | | | | | | | | | | | |
| 4002AG | ONLY letters | 1100 | EA | $ - 0 | 1,155 | $ - 0 | 1,213 | $ - 0 | 1,273 | $ - 0 | 1,337 | $ - 0 |
| ONLY letters (white in color) on various roads | | | | | | | | | | | |
| 4002AH | 12" crossing walk lines | 640 | LF | $ - 0 | 672 | $ - 0 | 706 | $ - 0 | 741 | $ - 0 | 778 | $ - 0 |
| 12" crossing walk lines (white in color) on various roads | | | | | | | | | | | |
| 4002AJ | 18" stop lines | 246 | LF | $ - 0 | 258 | $ - 0 | 271 | $ - 0 | 285 | $ - 0 | 299 | $ - 0 |
| 18" stop lines (white in color) on various roads | | | | | | | | | | | |
| 4002AK | 4" slant lines | 95 | LF | $ - 0 | 100 | $ - 0 | 105 | $ - 0 | 110 | $ - 0 | 115 | $ - 0 |
| 4" slant lines (white or yellow in color) on various roads | | | | | | | | | | | |
| 4002AL | 14" letters and numbers | 95 | EA | $ - 0 | 100 | $ - 0 | 105 | $ - 0 | 110 | $ - 0 | 115 | $ - 0 |
| 14" letters and numbers (white in color) to match existing letters | | | | | | | | | | | |
| 4002AM | 10" letters and numbers | 50 | EA | $ - 0 | 53 | $ - 0 | 55 | $ - 0 | 58 | $ - 0 | 61 | $ - 0 |
| 10" letters and numbers (white in color) | | | | | | | | | | | |
| 4002AN | 6" and 4" letters and numbers | 375 | EA | $ - 0 | 394 | $ - 0 | 413 | $ - 0 | 434 | $ - 0 | 456 | $ - 0 |
| 6" and 4" letters and numbers (colors: yellow, white, red, green, or black.) | | | | | | | | | | | |
| 4002AP | Curbing | 375 | LF | $ - 0 | 394 | $ - 0 | 413 | $ - 0 | 434 | $ - 0 | 456 | $ - 0 |
| Curbing (colors: yellow, white, red, green, or black) to include vegetation removal as required | | | | | | | | | | | |
| 4002AQ | Handicap Symbols | 3513 | EA | $ - 0 | 3,689 | $ - 0 | 3,873 | $ - 0 | 4,067 | $ - 0 | 4,270 | $ - 0 |
| Handicap symbols (color: white) approximate size 36" X 36" | | | | | | | | | | | |
| 4002AR | Line Markings | 3000 | SF | $ - 0 | 3,150 | $ - 0 | 3,308 | $ - 0 | 3,473 | $ - 0 | 3,647 | $ - 0 |
| Line markings (yellow or white in color) on various roads | | | | | | | | | | | |
| 4003 | Thermoplastic Markings | | | | | | | | | | | |
| Make necessary surface preparation and construct thermoplastic markings, figures, letters, and numbers as specified or directed by the contracting officer. (Note: All line markings, figures, numbers, and letters under the following number items shall be laid out by the contractor) | | | | | | | | | | | |
| 4003AA | New thermoplastic compound | 1875 | LF | $ - 0 | 1,969 | $ - 0 | 2,067 | $ - 0 | 2,171 | $ - 0 | 2,279 | $ - 0 |
| New thermoplastic compound lines (yellow or white in color), solid or dashed | | | | | | | | | | | |
| 4003AB | New thermoplastic compound | 75 | EA | $ - 0 | 79 | $ - 0 | 83 | $ - 0 | 87 | $ - 0 | 91 | $ - 0 |
| New thermoplastic compound arrows (straight or curved), white in color | | | | | | | | | | | |
| 4003AC | New thermoplastic compound | 75 | EA | $ - 0 | 79 | $ - 0 | 83 | $ - 0 | 87 | $ - 0 | 91 | $ - 0 |
| New thermoplastic compound double arrows (white in color) | | | | | | | | | | | |
| 4003AD | New Thermoplastic Handicap Sysmbols | 94 | EA | $ - 0 | 99 | $ - 0 | 104 | $ - 0 | 109 | $ - 0 | 114 | $ - 0 |
| New handicap symbols (color: white), approximate size 36" X 36". | | | | | | | | | | | |
| 4003AE | New 4" Thermoplastic Compounds | 75000 | LF | $ - 0 | 78,750 | $ - 0 | 82,688 | $ - 0 | 86,822 | $ - 0 | 91,163 | $ - 0 |
| New 4" thermoplastic compound lines (yellow or white in color), solid or dashed | | | | | | | | | | | |
| 4004 | Surface Preparation | | | | | | | | | | | |
| Make necessary surface preparation and construct thermoplastic markings, figures, letters, and numbers as specified or directed by the contracting officer | | | | | | | | | | | |
| 4004AA | Replace Existing Lines | 113 | LF | $ - 0 | 119 | $ - 0 | 125 | $ - 0 | 131 | $ - 0 | 137 | $ - 0 |
| Replace existing lines with new thermoplastic compound lines (yellow or white in color) (solid or dashed) | | | | | | | | | | | |
| 4004AB | Replace Existing Arrows | 75 | EA | $ - 0 | 79 | $ - 0 | 83 | $ - 0 | 87 | $ - 0 | 91 | $ - 0 |
| Replace existing arrows, straight or curved, (white in color) with new thermoplastic compound arrows (white in color.) | | | | | | | | | | | |
| 4004AC | Replace Existing Double Arrows | 75 | EA | $ - 0 | 79 | $ - 0 | 83 | $ - 0 | 87 | $ - 0 | 91 | $ - 0 |
| Replace existing double arrows (white in color) with new thermoplastic compound arrows (white in color.) | | | | | | | | | | | |
| 4004AD | Replace Handicap Symbols | 100 | EA | $ - 0 | 105 | $ - 0 | 110 | $ - 0 | 116 | $ - 0 | 122 | $ - 0 |
| Replace handicap symbols (color: white), approximate size 36" X 36" | | | | | | | | | | | |
| 4004AE | Replace Existing Lines | 2800 | LF | $ - 0 | 2,940 | $ - 0 | 3,087 | $ - 0 | 3,241 | $ - 0 | 3,403 | $ - 0 |
| Replace existing lines with new 4" thermoplastic compound lines (yellow or white in color), solid or dashed | | | | | | | | | | | |
| 4004AF | Removal of Thermoplastic Markings | 15000 | LF | $ - 0 | 15,750 | $ - 0 | 16,538 | $ - 0 | 17,364 | $ - 0 | 18,233 | $ - 0 |
| Removal only of existing thermoplastic markings, figures, letters, and numbers as specified and where directed by the Contracting Officer | | | | | | | | | | | |
| 4005 | Installation of Pavement Markings | | | | | | | | | | | |
| Installation of pavement marking tape on new asphalt surface immediately after initial rolling. These line items are not to be used on existing asphalt surfaces. Make necessary preparations to surface and place surface applied pavement marking tape (60 mil) for road markings, crosswalks, stop lines, figures, letters, and numbers as specified and where directed by the contracting officer | | | | | | | | | | | |
| 4005AA | Place Lines on New Roads | 3750 | LF | $ - 0 | 3,938 | $ - 0 | 4,134 | $ - 0 | 4,341 | $ - 0 | 4,558 | $ - 0 |
| Place lines (white or yellow in color) on various roads | | | | | | | | | | | |
| 4005AB | Arrows | 153 | EA | $ - 0 | 161 | $ - 0 | 169 | $ - 0 | 177 | $ - 0 | 186 | $ - 0 |
| Arrows (straight or curved), white in color, on various roads | | | | | | | | | | | |
| 4005AC | Double arrows | 150 | EA | $ - 0 | 158 | $ - 0 | 165 | $ - 0 | 174 | $ - 0 | 182 | $ - 0 |
| Double arrows (white in color) on various roads | | | | | | | | | | | |
| 4005AD | Handicap symbols | 100 | EA | $ - 0 | 105 | $ - 0 | 110 | $ - 0 | 116 | $ - 0 | 122 | $ - 0 |
| Handicap symbols (white in color), approximate size 36" X 36" | | | | | | | | | | | |
| 4005AE | 4" line markings | 2800 | LF | $ - 0 | 2,940 | $ - 0 | 3,087 | $ - 0 | 3,241 | $ - 0 | 3,403 | $ - 0 |
| 4" line markings (yellow or white in color) on various roads | | | | | | | | | | | |
| 4005AF | Reflective Pavement Markers | 100 | EA | $ - 0 | 105 | $ - 0 | 110 | $ - 0 | 116 | $ - 0 | 122 | $ - 0 |
| Construct reflective pavement markers to existing asphalt surface. Mill existing asphalt surfacing with a 5" wide by 2'-10" long strip spaced at 30'-0" center to center. Install epoxy fully adhered white or yellow reflective pavement markers, one at each end, as specified and where directed by the Contracting Officer. (Price per groove including 1 marker.) | | | | | | | | | | | |
| 4006 | Concrete Storm Drainage Pipe | | | | | | | | | | | |
| Construct new concrete storm drainage pipe up to 16 feet deep. Use Reinforced Concrete Pipe, Class 3 with gaskets. Include elbows, flared ends, and mastic/rubber joints as required. Work includes excavation, removal of existing pipe if necessary, bedding material, pipe installation, connection to manholes, backfilling, and compaction | | | | | | | | | | | |
| 4006AA | New 12" diameter pipe | 750 | LF | $ - 0 | 788 | $ - 0 | 827 | $ - 0 | 868 | $ - 0 | 912 | $ - 0 |
| New 12" diameter pipe | | | | | | | | | | | |
| 4006AB | New 15" diameter pipe | 550 | LF | $ - 0 | 578 | $ - 0 | 606 | $ - 0 | 637 | $ - 0 | 669 | $ - 0 |
| New 15" diameter pipe | | | | | | | | | | | |
| 4006AC | New 18" diameter pipe | 550 | LF | $ - 0 | 578 | $ - 0 | 606 | $ - 0 | 637 | $ - 0 | 669 | $ - 0 |
| New 18" diameter pipe | | | | | | | | | | | |
| 4006AD | New 24" diameter pipe | 750 | LF | $ - 0 | 788 | $ - 0 | 827 | $ - 0 | 868 | $ - 0 | 912 | $ - 0 |
| New 24" diameter pipe | | | | | | | | | | | |
| 4006AE | New 30" diameter pipe | 550 | LF | $ - 0 | 578 | $ - 0 | 606 | $ - 0 | 637 | $ - 0 | 669 | $ - 0 |
| New 30" diameter pipe | | | | | | | | | | | |
| 4006AF | New 36" diameter pipe | 750 | LF | $ - 0 | 788 | $ - 0 | 827 | $ - 0 | 868 | $ - 0 | 912 | $ - 0 |
| New 36" diameter pipe | | | | | | | | | | | |
| 4006AG | New 48" diameter pipe | 250 | LF | $ - 0 | 263 | $ - 0 | 276 | $ - 0 | 289 | $ - 0 | 304 | $ - 0 |
| New 48" diameter pipe | | | | | | | | | | | |
| 4006AH | New 29"x45" elliptical | 250 | LF | $ - 0 | 263 | $ - 0 | 276 | $ - 0 | 289 | $ - 0 | 304 | $ - 0 |
| New 29"x 45" elliptical reinforced concrete pipe | | | | | | | | | | | |
| 4006AJ | New 38"x60" elliptical | 250 | LF | $ - 0 | 263 | $ - 0 | 276 | $ - 0 | 289 | $ - 0 | 304 | $ - 0 |
| New 38"x 60" elliptical reinforced concrete pipe | | | | | | | | | | | |
| 4006AK | New 48"x76" elliptical | 250 | LF | $ - 0 | 263 | $ - 0 | 276 | $ - 0 | 289 | $ - 0 | 304 | $ - 0 |
| New 48" x 76" elliptical reinforced concrete pipe | | | | | | | | | | | |
| 4007 | New Plastic Storm Drainage Pipe | | | | | | | | | | | |
| Construct new plastic storm drainage pipe up to 16 feet deep. Use Corrugated HDPE Type S bell & spigot pipes, with gaskets. Include bends, elbows, tees, and couplings as required. Work includes excavation, removal of existing pipe if necessary, bedding material, pipe installation, connection to manholes, backfilling, and compaction | | | | | | | | | | | |
| 4007AA | New 12" diameter pipe | 750 | LF | $ - 0 | 788 | $ - 0 | 827 | $ - 0 | 868 | $ - 0 | 912 | $ - 0 |
| New 12" diameter pipe | | | | | | | | | | | |
| 4007AB | New 15" diameter pipe | 550 | LF | $ - 0 | 578 | $ - 0 | 606 | $ - 0 | 637 | $ - 0 | 669 | $ - 0 |
| New 15" diameter pipe | | | | | | | | | | | |
| 4007AC | New 18" diameter pipe | 550 | LF | $ - 0 | 578 | $ - 0 | 606 | $ - 0 | 637 | $ - 0 | 669 | $ - 0 |
| New 18" diameter pipe | | | | | | | | | | | |
| 4007AD | New 24" diameter pipe | 750 | LF | $ - 0 | 788 | $ - 0 | 827 | $ - 0 | 868 | $ - 0 | 912 | $ - 0 |
| New 24" diameter pipe | | | | | | | | | | | |
| 4007AE | New 30" diameter pipe | 550 | LF | $ - 0 | 578 | $ - 0 | 606 | $ - 0 | 637 | $ - 0 | 669 | $ - 0 |
| New 30" diameter pipe | | | | | | | | | | | |
| 4007AF | New 36" diameter pipe | 550 | LF | $ - 0 | 578 | $ - 0 | 606 | $ - 0 | 637 | $ - 0 | 669 | $ - 0 |
| New 36" diameter pipe | | | | | | | | | | | |
| 4007AG | New 48" diameter pipe | 550 | LF | $ - 0 | 578 | $ - 0 | 606 | $ - 0 | 637 | $ - 0 | 669 | $ - 0 |
| New 48" diameter pipe | | | | | | | | | | | |
| 4008 | New Steel Black Reinforced Vinyl Fence | | | | | | | | | | | |
| Construct various components of new steel reinforced black vinyl fence with stainless steel fasteners as required. Work includes excavations, bedding material, compaction, backfilling, and pavement patching, as necessary | | | | | | | | | | | |
| 4008AA | 6' chain link fence | 900 | LF | $ - 0 | 945 | $ - 0 | 992 | $ - 0 | 1,042 | $ - 0 | 1,094 | $ - 0 |
| 6' chain link fence | | | | | | | | | | | |
| 4008AB | 8' chain link fence | 900 | LF | $ - 0 | 945 | $ - 0 | 992 | $ - 0 | 1,042 | $ - 0 | 1,094 | $ - 0 |
| 8' chain link fence | | | | | | | | | | | |
| 4008AC | 6' gate, 3' wide | 15 | EA | $ - 0 | 16 | $ - 0 | 17 | $ - 0 | 17 | $ - 0 | 18 | $ - 0 |
| 6' gate, 3' wide | | | | | | | | | | | |
| 4008AD | 6' gate, 12' wide | 15 | EA | $ - 0 | 16 | $ - 0 | 17 | $ - 0 | 17 | $ - 0 | 18 | $ - 0 |
| 6' gate, 12' wide | | | | | | | | | | | |
| 4008AE | 8' gate, 12' wide | 15 | EA | $ - 0 | 16 | $ - 0 | 17 | $ - 0 | 17 | $ - 0 | 18 | $ - 0 |
| 8' gate, 12' wide | | | | | | | | | | | |
| 4009 | Guard Rail/Miscellaneous Items |
| Construct various components of guardrail. Work includes excavations, bedding |
material, compaction, backfilling, pavement patching, and site restoration, as required. (See also VDOT Road and Bridge Standards)
| 4009AA | Standard block-out W beam guard | 900 | LF | $ - 0 | 945 | $ - 0 | 992 | $ - 0 | 1,042 | $ - 0 | 1,094 | $ - 0 |
| Standard block-out W beam guardrail (Strong Post System, VDOT GR-2) | | | | | | | | | | | |
| 4009AB | Cable Guardrail | 900 | LF | $ - 0 | 945 | $ - 0 | 992 | $ - 0 | 1,042 | $ - 0 | 1,094 | $ - 0 |
| Cable Guardrail (VDOT GR-3) | | | | | | | | | | | |
| 4009AC | Breakaway Cable Terminal | 19 | EA | $ - 0 | 20 | $ - 0 | 21 | $ - 0 | 22 | $ - 0 | 23 | $ - 0 |
| Breakaway Cable Terminal (VDOT GR-7) | | | | | | | | | | | |
| 4009AD | W-Beam Guardrail-Fixed Object | 19 | EA | $ - 0 | 20 | $ - 0 | 21 | $ - 0 | 22 | $ - 0 | 23 | $ - 0 |
| W-Beam Guardrail-Fixed Object Attachment (VDOT GR-FOA-1) | | | | | | | | | | | |
| 4009AE | Clearing and chipping | 10 | AC | $ - 0 | 11 | $ - 0 | 11 | $ - 0 | 12 | $ - 0 | 12 | $ - 0 |
| Clearing and Chipping (1) acre of land | | | | | | | | | | | |
| 4009AF | Concrete jersey barrier | 2000 | EA | $ - 0 | 2,100 | $ - 0 | 2,205 | $ - 0 | 2,315 | $ - 0 | 2,431 | $ - 0 |
| Concrete jersey barrier | | | | | | | | | | | |
| 4009AG | Removal of existing Asphalt | 2488 | CY | $ - 0 | 2,612 | $ - 0 | 2,743 | $ - 0 | 2,880 | $ - 0 | 3,024 | $ - 0 |
| Removal of existing asphalt concrete pavement by either cold-milling or heater | | | | | | | | | | | |
| 4009AH | Removal of existing Deteriorated Asphalt | 415 | CY | $ - 0 | 436 | $ - 0 | 458 | $ - 0 | 480 | $ - 0 | 504 | $ - 0 |
| Remove existing deteriorated asphalt concrete down to existing concrete base course | | | | | | | | | | | |
| 4009AI | Construct Select-material | 82 | CY | $ - 0 | 86 | $ - 0 | 90 | $ - 0 | 95 | $ - 0 | 100 | $ - 0 |
| Construct select-material subbase course | | | | | | | | | | | |
| 40009AJ | Provide surveying, engineering, and permitting when required | 15 | EA | $ - 0 | 16 | $ - 0 | 17 | $ - 0 | 17 | $ - 0 | 18 | $ - 0 |
| 4010 | Erosion and Sediment Controls | | | | | | | | | | | |
| 0010AA | Construct heavy duty embarkment stabilization fabric | 2000 | SY | $ - 0 | 2,100 | $ - 0 | 2,205 | $ - 0 | 2,315 | $ - 0 | 2,431 | $ - 0 |
| 0010AB | Construct select-material subbase course | 700 | CY | $ - 0 | 735 | $ - 0 | 772 | $ - 0 | 810 | $ - 0 | 851 | $ - 0 |
| 0010AC | Construct turf reinforcement matting | 2000 | CY | $ - 0 | 2,100 | $ - 0 | 2,205 | $ - 0 | 2,315 | $ - 0 | 2,431 | $ - 0 |
SUBTOTAL $ - 0 $ - 0 $ - 0 $ - 0 $ - 0