FY16Concrete_BidList_V2_Final.xlsx
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- Concrete Requirements
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- W911S716B0005
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Concrete Bid List Task Sheet
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Sheet1
| Task | Task Description Fort Leonard Wood Military Reservation and LORA (Base Year) | Qty | U/M | Unit Price | Total |
| 1 | The Contractor shall remove existing concrete curb and replace curbing with new concrete curb to match adjacent curbing. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt. See Technical Exhibit DWG #1 for TYP Detail. | 50 | LF | ||
| 2 | The Contractor shall install new concrete curb. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt. See Technical Exhibit DWG #1 for TYP Detail. | 50 | LF | ||
| 3 | The Contractor shall remove existing combination curb and gutter and replace with new concrete curb and gutter to match adjacent combination curb and gutter. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt. See Technical Exhibit DWG #2 for TYP Detail. | 100 | LF | ||
| 4 | The Contractor shall install new concrete combination curb and gutter. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt. See Technical Exhibit DWG #2 for TYP Detail. | 2000 | LF | ||
| 5 | The Contractor shall remove existing concrete ditches and replace with new 6 in. thick concrete ditch. See Technical Exhibit DWG #3 for TYP Detail. | 100 | SY | ||
| 6 | The Contractor shall install new 6 in. thick concrete ditch. See Technical Exhibit DWG #3 for TYP Detail. | 300 | SY | ||
| 7 | The Contractor shall remove existing steps and replace with new concrete steps. See Technical Exhibit DWG #4. | 10 | CY | ||
| 8 | The Contractor shall install new concrete steps. See Technical Exhibit DWG #4. | 30 | CY | ||
| 9 | The Contractor shall remove existing handrails and replace with new aluminum handrails meeting the Uniform Federal Accessibility Standards. See Technical Exhibit DWG #4. | 90 | LF | ||
| 10 | The Contractor shall install new aluminum handrails meeting the Uniform Federal Accessibility Standards. See Technical Exhibit DWG #4. | 100 | LF | ||
| 11 | The Contractor shall remove existing handrails and replace with new steel handrails complete with 1 coat of primer, and painted with 2 coats of oil base enamel paint (Color # 10085). Handrails shall meet requirements of the Uniform Federal Accessibility Standards. See Technical Exhibit DWG #4. | 50 | LF | ||
| 12 | The Contractor Shall install new steel handrails complete with 1 coat of primer, and painted with 2 coats of oil base enamel paint (Color # 10085). Handrails shall meet requirements of the Uniform Federal Accessibility Standards. See Technical Exhibit DWG #4. | 200 | LF | ||
| 13 | The Contractor shall remove existing concrete or asphalt sidewalk and replace with new concrete sidewalk. See Technical Exhibit DWG #5. | 600 | SY | ||
| 14 | The Contractor shall install new concrete sidewalk. See Technical Exhibit DWG #5. | 4000 | SY | ||
| 15 | The Contractor shall remove existing dumpster pad and replace with new concrete dumpster pad. See Technical Exhibit DWG #6. | 3 | EA | ||
| 16 | The Contractor shall install new concrete dumpster pad. See Technical Exhibit DWG #6. | 3 | EA | ||
| 17 | The Contractor shall remove existing check dam, end wall, or retaining wall, and replace with new concrete end wall, check dam, or retaining wall. | 10 | CY | ||
| 18 | The Contractor shall install new concrete end wall, check dam, or retaining wall. | 100 | CY | ||
| 19 | The Contractor shall remove existing concrete or asphalt. | 1500 | CY | ||
| 20 | The Contractor shall install new 4 in. ‑ 12 in. thick concrete pad/slab. NOTE: slab to be 4, 6, 8, 10, or 12 in. thick. Includes excavation up to six inches deep. See Technical Exhibit DWG #7. | 2000 | CY | ||
| 21 | The Contractor shall install new precast 6 foot concrete wheel stops containing two #4 rebar. Wheel stops shall be anchored with #4 rebar a minimum of 18" in length. | 100 | EA | ||
| 22 | The Contractor shall remove existing curb & gutter, asphalt pavement and sidewalk, and install new concrete return curb. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt (where required). See Technical Exhibit DWG #8. | 50 | SY | ||
| 23 | The Contractor shall install new concrete ramp. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt (where required). See Technical Exhibit DWG #8. | 20 | CY | ||
| 24 | The Contractor shall remove existing curb & gutter, asphalt pavement and driveway, and install new concrete drive ramp. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed and new rock base and asphalt pavement installed to match adjacent asphalt. See Technical Exhibit DWG #9. | 50 | SY | ||
| 25 | The Contractor shall install miscellaneous concrete requiring simple form work at various locations. | 700 | CY | ||
| 26 | The Contractor shall saw cut asphalt or concrete to 4 in. in thickness, with welded wire fabric reinforcement. | 1500 | LF | ||
| 27 | The Contractor shall saw cut concrete to 8 in. in thickness, with rebar reinforcement. | 50 | LF | ||
| 28 | The Contractor shall provide 1 1/2" minus limestone compacted base rock as specified. NOTE: This Bid Item may be used in conjunction with another Bid Item which already has base rock included to obtain a thicker base than specified in the Contract Drawings, or used alone. | 2000 | TN | ||
| 29 | The Contractor shall install and compact hot mix asphalt as specified. Note: this Bid Item will be used when additional asphalt is required adjacent to concrete work that is outside the requirements of other bid items. | 30 | TN | ||
| 30 | The Contractor shall install and compact fill material as specified. Suitable fill will be clay with no rocks exceeding 2" dimensions. | 2500 | CY | ||
| 31 | The Contractor shall furnish and install 12" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. | 200 | LF | ||
| 32 | The Contractor shall furnish and install 18" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. | 200 | LF | ||
| 33 | The Contractor shall furnish and install 24" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. | 200 | LF | ||
| 34 | The Contractor shall furnish and install 30" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. | 250 | LF | ||
| 35 | The Contractor shall furnish and install 36" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. | 160 | LF | ||
| 36 | The Contractor shall furnish and install 48" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. | 160 | LF | ||
| 37 | The Contractor shall furnish and install up to 6" diameter drainage pipe. Pipe shall Sched 40 PVC. Lineal measure will be based on length of culvert, including end sections. | 100 | LF | ||
| 38 | The Contractor shall excavate excess soil and rock, and haul to a designated area to dispose of material. This task item applies for cuts greater than six inches deep. Quantities will be from calculations based on the average end method of the designed facility. | 2000 | CY | ||
| 39 | The Contractor shall install standard size brick veneer. Brick shall conform to ASTM C 216, type FBS. Mortar shall conform to ASTM C 270, type N. Brick shall be laid in running bond with each course bonded at corners. Joints shall be 3/8" wide and concave tooled. The Contractor shall use construction methods that will minimize efflorescence. The Contractor shall remove efflorescence for six months after acceptance. Brick color will be selected by the Contracting Officer. Brick shall be sealed as required. | 300 | SF | ||
| 40 | The Contractor shall install high early strength concrete requiring simple form work at various locations. Reinforcement is required. | 250 | CY | ||
| 41 | The Contractor shall collect and test concrete samples. Report findings of test performed by a Certified Testing Lab. | 10 | CYL | ||
| 42 | The Contractor shall furnish and install barrier posts, 6” dia. x 7’ long. Pipe shall conform to ASTM A53, Type E or S, Minimum Wall Thickness 0.322 inches. Embed bottom 4’ in 18” diameter concrete and fill pipe with concrete. Round concrete at top of pipe. Leave 3” of concrete below pipe. Contractor shall paint post with 2 coats of exterior paint. Color to be nutmeg brown, Fed Std No. 10080. | 10 | EA | ||
| 43 | The Contractor shall furnish and install precast concrete segmental retaining wall blocks. Excavation and backfill are included. | 600 | EA | ||
| 44 | The Contractor shall furnish and install 4’ dia. flared end section on culvert. | 10 | EA | ||
| 45 | The Contractor shall furnish and install 1’ or 1 ½’ dia. flared end section on culvert. | 20 | EA | ||
| 46 | The Contractor shall fill expansion/control joints. The Contractor shall clean out joints of existing materials and debris and fill with self leveling filler. Backer rod may be required. | 1200 | LF | ||
| 47 | Provide smooth dowels, 12" long, 3/4" diameter, per Section 03200 | 1000 | EA | ||
| 48 | The Contractor shall provide 2" clean limestone crushed rock as specified. | 500 | TN | ||
| 49 | The Contractor shall provide 3" clean limestone crushed rock as specified. | 500 | TN |
TOTAL: BASE YEAR:
NOTE: Please ensure to carry over your total bid amount to Section B of the Solicitation by entering amount on to the "Net Amount" line for each performance period.
| LF | Lineal Feet |
| SY | Square Yard |
| CY | Cubic Yard |
| EA | Each |
| CYL | Cylinder |
| TN | Ton |
| Task | Task Description Fort Leonard Wood Military Reservation and LORA (Option Year One) | Qty | U/M | Unit Price | Total |
| 101 | The Contractor shall remove existing concrete curb and replace curbing with new concrete curb to match adjacent curbing. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt. See Technical Exhibit DWG #1 for TYP Detail. | 50 | LF | ||
| 102 | The Contractor shall install new concrete curb. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt. See Technical Exhibit DWG #1 for TYP Detail. | 50 | LF | ||
| 103 | The Contractor shall remove existing combination curb and gutter and replace with new concrete curb and gutter to match adjacent combination curb and gutter. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt. See Technical Exhibit DWG #2 for TYP Detail. | 100 | LF | ||
| 104 | The Contractor shall install new concrete combination curb and gutter. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt. See Technical Exhibit DWG #2 for TYP Detail. | 2000 | LF | ||
| 105 | The Contractor shall remove existing concrete ditches and replace with new 6 in. thick concrete ditch. See Technical Exhibit DWG #3 for TYP Detail. | 100 | SY | ||
| 106 | The Contractor shall install new 6 in. thick concrete ditch. See Technical Exhibit DWG #3 for TYP Detail. | 300 | SY | ||
| 107 | The Contractor shall remove existing steps and replace with new concrete steps. See Technical Exhibit DWG #4. | 10 | CY | ||
| 108 | The Contractor shall install new concrete steps. See Technical Exhibit DWG #4. | 30 | CY | ||
| 109 | The Contractor shall remove existing handrails and replace with new aluminum handrails meeting the Uniform Federal Accessibility Standards. See Technical Exhibit DWG #4. | 90 | LF | ||
| 110 | The Contractor shall install new aluminum handrails meeting the Uniform Federal Accessibility Standards. See Technical Exhibit DWG #4. | 100 | LF | ||
| 111 | The Contractor shall remove existing handrails and replace with new steel handrails complete with 1 coat of primer, and painted with 2 coats of oil base enamel paint (Color # 10085). Handrails shall meet requirements of the Uniform Federal Accessibility Standards. See Technical Exhibit DWG #4. | 50 | LF | ||
| 112 | The Contractor Shall install new steel handrails complete with 1 coat of primer, and painted with 2 coats of oil base enamel paint (Color # 10085). Handrails shall meet requirements of the Uniform Federal Accessibility Standards. See Technical Exhibit DWG #4. | 200 | LF | ||
| 113 | The Contractor shall remove existing concrete or asphalt sidewalk and replace with new concrete sidewalk. See Technical Exhibit DWG #5. | 600 | SY | ||
| 114 | The Contractor shall install new concrete sidewalk. See Technical Exhibit DWG #5. | 4000 | SY | ||
| 115 | The Contractor shall remove existing dumpster pad and replace with new concrete dumpster pad. See Technical Exhibit DWG #6. | 3 | EA | ||
| 116 | The Contractor shall install new concrete dumpster pad. See Technical Exhibit DWG #6. | 3 | EA | ||
| 117 | The Contractor shall remove existing check dam, end wall, or retaining wall, and replace with new concrete end wall, check dam, or retaining wall. | 10 | CY | ||
| 118 | The Contractor shall install new concrete end wall, check dam, or retaining wall. | 100 | CY | ||
| 119 | The Contractor shall remove existing concrete or asphalt. | 1500 | CY | ||
| 120 | The Contractor shall install new 4 in. ‑ 12 in. thick concrete pad/slab. NOTE: slab to be 4, 6, 8, 10, or 12 in. thick. Includes excavation up to six inches deep. See Technical Exhibit DWG #7. | 2000 | CY | ||
| 121 | The Contractor shall install new precast 6 foot concrete wheel stops containing two #4 rebar. Wheel stops shall be anchored with #4 rebar a minimum of 18" in length. | 100 | EA | ||
| 122 | The Contractor shall remove existing curb & gutter, asphalt pavement and sidewalk, and install new concrete return curb. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt (where required). See Technical Exhibit DWG #8. | 50 | SY | ||
| 123 | The Contractor shall install new concrete ramp. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt (where required). See Technical Exhibit DWG #8. | 20 | CY | ||
| 124 | The Contractor shall remove existing curb & gutter, asphalt pavement and driveway, and install new concrete drive ramp. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed and new rock base and asphalt pavement installed to match adjacent asphalt. See Technical Exhibit DWG #9. | 50 | SY | ||
| 125 | The Contractor shall install miscellaneous concrete requiring simple form work at various locations. | 700 | CY | ||
| 126 | The Contractor shall saw cut asphalt or concrete to 4 in. in thickness, with welded wire fabric reinforcement. | 1500 | LF | ||
| 127 | The Contractor shall saw cut concrete to 8 in. in thickness, with rebar reinforcement. | 50 | LF | ||
| 128 | The Contractor shall provide 1 1/2" minus limestone compacted base rock as specified. NOTE: This Bid Item may be used in conjunction with another Bid Item which already has base rock included to obtain a thicker base than specified in the Contract Drawings, or used alone. | 2000 | TN | ||
| 129 | The Contractor shall install and compact hot mix asphalt as specified. Note: this Bid Item will be used when additional asphalt is required adjacent to concrete work that is outside the requirements of other bid items. | 30 | TN | ||
| 130 | The Contractor shall install and compact fill material as specified. Suitable fill will be clay with no rocks exceeding 2" dimensions. | 2500 | CY | ||
| 131 | The Contractor shall furnish and install 12" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. | 200 | LF | ||
| 132 | The Contractor shall furnish and install 18" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. | 200 | LF | ||
| 133 | The Contractor shall furnish and install 24" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. | 200 | LF | ||
| 134 | The Contractor shall furnish and install 30" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. | 250 | LF | ||
| 135 | The Contractor shall furnish and install 36" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. | 160 | LF | ||
| 136 | The Contractor shall furnish and install 48" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. | 160 | LF | ||
| 137 | The Contractor shall furnish and install up to 6" diameter drainage pipe. Pipe shall Sched 40 PVC. Lineal measure will be based on length of culvert, including end sections. | 100 | LF | ||
| 138 | The Contractor shall excavate excess soil and rock, and haul to a designated area to dispose of material. This task item applies for cuts greater than six inches deep. Quantities will be from calculations based on the average end method of the designed facility. | 2000 | CY | ||
| 139 | The Contractor shall install standard size brick veneer. Brick shall conform to ASTM C 216, type FBS. Mortar shall conform to ASTM C 270, type N. Brick shall be laid in running bond with each course bonded at corners. Joints shall be 3/8" wide and concave tooled. The Contractor shall use construction methods that will minimize efflorescence. The Contractor shall remove efflorescence for six months after acceptance. Brick color will be selected by the Contracting Officer. Brick shall be sealed as required. | 300 | SF | ||
| 140 | The Contractor shall install high early strength concrete requiring simple form work at various locations. Reinforcement is required. | 250 | CY | ||
| 141 | The Contractor shall collect and test concrete samples. Report findings of test performed by a Certified Testing Lab. | 10 | CYL | ||
| 142 | The Contractor shall furnish and install barrier posts, 6” dia. x 7’ long. Pipe shall conform to ASTM A53, Type E or S, Minimum Wall Thickness 0.322 inches. Embed bottom 4’ in 18” diameter concrete and fill pipe with concrete. Round concrete at top of pipe. Leave 3” of concrete below pipe. Contractor shall paint post with 2 coats of exterior paint. Color to be nutmeg brown, Fed Std No. 10080. | 10 | EA | ||
| 143 | The Contractor shall furnish and install precast concrete segmental retaining wall blocks. Excavation and backfill are included. | 600 | EA | ||
| 144 | The Contractor shall furnish and install 4’ dia. flared end section on culvert. | 10 | EA | ||
| 145 | The Contractor shall furnish and install 1’ or 1 ½’ dia. flared end section on culvert. | 20 | EA | ||
| 146 | The Contractor shall fill expansion/control joints. The Contractor shall clean out joints of existing materials and debris and fill with self leveling filler. Backer rod may be required. | 1200 | LF | ||
| 147 | Provide smooth dowels, 12" long, 3/4" diameter, per Section 03200 | 1000 | EA | ||
| 148 | The Contractor shall provide 2" clean limestone crushed rock as specified. | 500 | TN | ||
| 149 | The Contractor shall provide 3" clean limestone crushed rock as specified. | 500 | TN |
TOTAL: OPTION YEAR ONE:
| NOTE: Please ensure to carry over your total bid amount to Section B of the Solicitation by entering amount on to the "Net Amount" line for each performance period. | |||||
| LF | Lineal Feet | ||||
| SY | Square Yard | ||||
| CY | Cubic Yard | ||||
| EA | Each | ||||
| CYL | Cylinder | ||||
| TN | Ton | ||||
| Task | Task Description Fort Leonard Wood Military Reservation and LORA (Option Year Two) | Qty | U/M | Unit Price | Total |
| 201 | The Contractor shall remove existing concrete curb and replace curbing with new concrete curb to match adjacent curbing. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt. See Technical Exhibit DWG #1 for TYP Detail. | 50 | LF | ||
| 202 | The Contractor shall install new concrete curb. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt. See Technical Exhibit DWG #1 for TYP Detail. | 50 | LF | ||
| 203 | The Contractor shall remove existing combination curb and gutter and replace with new concrete curb and gutter to match adjacent combination curb and gutter. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt. See Technical Exhibit DWG #2 for TYP Detail. | 100 | LF | ||
| 204 | The Contractor shall install new concrete combination curb and gutter. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt. See Technical Exhibit DWG #2 for TYP Detail. | 2000 | LF | ||
| 205 | The Contractor shall remove existing concrete ditches and replace with new 6 in. thick concrete ditch. See Technical Exhibit DWG #3 for TYP Detail. | 100 | SY | ||
| 206 | The Contractor shall install new 6 in. thick concrete ditch. See Technical Exhibit DWG #3 for TYP Detail. | 300 | SY | ||
| 207 | The Contractor shall remove existing steps and replace with new concrete steps. See Technical Exhibit DWG #4. | 10 | CY | ||
| 208 | The Contractor shall install new concrete steps. See Technical Exhibit DWG #4. | 30 | CY | ||
| 209 | The Contractor shall remove existing handrails and replace with new aluminum handrails meeting the Uniform Federal Accessibility Standards. See Technical Exhibit DWG #4. | 90 | LF | ||
| 210 | The Contractor shall install new aluminum handrails meeting the Uniform Federal Accessibility Standards. See Technical Exhibit DWG #4. | 100 | LF | ||
| 211 | The Contractor shall remove existing handrails and replace with new steel handrails complete with 1 coat of primer, and painted with 2 coats of oil base enamel paint (Color # 10085). Handrails shall meet requirements of the Uniform Federal Accessibility Standards. See Technical Exhibit DWG #4. | 50 | LF | ||
| 212 | The Contractor Shall install new steel handrails complete with 1 coat of primer, and painted with 2 coats of oil base enamel paint (Color # 10085). Handrails shall meet requirements of the Uniform Federal Accessibility Standards. See Technical Exhibit DWG #4. | 200 | LF | ||
| 213 | The Contractor shall remove existing concrete or asphalt sidewalk and replace with new concrete sidewalk. See Technical Exhibit DWG #5. | 600 | SY | ||
| 214 | The Contractor shall install new concrete sidewalk. See Technical Exhibit DWG #5. | 4000 | SY | ||
| 215 | The Contractor shall remove existing dumpster pad and replace with new concrete dumpster pad. See Technical Exhibit DWG #6. | 3 | EA | ||
| 216 | The Contractor shall install new concrete dumpster pad. See Technical Exhibit DWG #6. | 3 | EA | ||
| 217 | The Contractor shall remove existing check dam, end wall, or retaining wall, and replace with new concrete end wall, check dam, or retaining wall. | 10 | CY | ||
| 218 | The Contractor shall install new concrete end wall, check dam, or retaining wall. | 100 | CY | ||
| 219 | The Contractor shall remove existing concrete or asphalt. | 1500 | CY | ||
| 220 | The Contractor shall install new 4 in. ‑ 12 in. thick concrete pad/slab. NOTE: slab to be 4, 6, 8, 10, or 12 in. thick. Includes excavation up to six inches deep. See Technical Exhibit DWG #7. | 2000 | CY | ||
| 221 | The Contractor shall install new precast 6 foot concrete wheel stops containing two #4 rebar. Wheel stops shall be anchored with #4 rebar a minimum of 18" in length. | 100 | EA | ||
| 222 | The Contractor shall remove existing curb & gutter, asphalt pavement and sidewalk, and install new concrete return curb. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt (where required). See Technical Exhibit DWG #8. | 50 | SY | ||
| 223 | The Contractor shall install new concrete ramp. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed, and new rock base and asphalt pavement installed to match adjacent asphalt (where required). See Technical Exhibit DWG #8. | 20 | CY | ||
| 224 | The Contractor shall remove existing curb & gutter, asphalt pavement and driveway, and install new concrete drive ramp. A section of pavement 6" wide extending the length of the excavation will be saw cut and removed and new rock base and asphalt pavement installed to match adjacent asphalt. See Technical Exhibit DWG #9. | 50 | SY | ||
| 225 | The Contractor shall install miscellaneous concrete requiring simple form work at various locations. | 700 | CY | ||
| 226 | The Contractor shall saw cut asphalt or concrete to 4 in. in thickness, with welded wire fabric reinforcement. | 1500 | LF | ||
| 227 | The Contractor shall saw cut concrete to 8 in. in thickness, with rebar reinforcement. | 50 | LF | ||
| 228 | The Contractor shall provide 1 1/2" minus limestone compacted base rock as specified. NOTE: This Bid Item may be used in conjunction with another Bid Item which already has base rock included to obtain a thicker base than specified in the Contract Drawings, or used alone. | 2000 | TN | ||
| 229 | The Contractor shall install and compact hot mix asphalt as specified. Note: this Bid Item will be used when additional asphalt is required adjacent to concrete work that is outside the requirements of other bid items. | 30 | TN | ||
| 230 | The Contractor shall install and compact fill material as specified. Suitable fill will be clay with no rocks exceeding 2" dimensions. | 2500 | CY | ||
| 231 | The Contractor shall furnish and install 12" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. | 200 | LF | ||
| 232 | The Contractor shall furnish and install 18" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. | 200 | LF | ||
| 233 | The Contractor shall furnish and install 24" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. | 200 | LF | ||
| 234 | The Contractor shall furnish and install 30" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. | 250 | LF | ||
| 235 | The Contractor shall furnish and install 36" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. | 160 | LF | ||
| 236 | The Contractor shall furnish and install 48" diameter drainage pipe. Pipe shall be corrugated metal, 14 gauge galvanized, corrugated steel. There shall be one inch minus crushed limestone placed around the pipe and compacted to a minimum height of one foot above the pipe. The Contractor shall also install flared end sections as directed by the Contracting Officer. Provide 1/2 c.y. (cubic yard) to 1 c.y. of 2" clean aggregate around inlets and outlets. Area around inlet and outlet shall be shaped so the runoff runs in and out of the culvert. Lineal measure will be based on length of culvert, including end sections. | 160 | LF | ||
| 237 | The Contractor shall furnish and install up to 6" diameter drainage pipe. Pipe shall Sched 40 PVC. Lineal measure will be based on length of culvert, including end sections. | 100 | LF | ||
| 238 | The Contractor shall excavate excess soil and rock, and haul to a designated area to dispose of material. This task item applies for cuts greater than six inches deep. Quantities will be from calculations based on the average end method of the designed facility. | 2000 | CY | ||
| 239 | The Contractor shall install standard size brick veneer. Brick shall conform to ASTM C 216, type FBS. Mortar shall conform to ASTM C 270, type N. Brick shall be laid in running bond with each course bonded at corners. Joints shall be 3/8" wide and concave tooled. The Contractor shall use construction methods that will minimize efflorescence. The Contractor shall remove efflorescence for six months after acceptance. Brick color will be selected by the Contracting Officer. Brick shall be sealed as required. | 300 | SF | ||
| 240 | The Contractor shall install high early strength concrete requiring simple form work at various locations. Reinforcement is required. | 250 | CY | ||
| 241 | The Contractor shall collect and test concrete samples. Report findings of test performed by a Certified Testing Lab. | 10 | CYL | ||
| 242 | The Contractor shall furnish and install barrier posts, 6” dia. x 7’ long. Pipe shall conform to ASTM A53, Type E or S, Minimum Wall Thickness 0.322 inches. Embed bottom 4’ in 18” diameter concrete and fill pipe with concrete. Round concrete at top of pipe. Leave 3” of concrete below pipe. Contractor shall paint post with 2 coats of exterior paint. Color to be nutmeg brown, Fed Std No. 10080. | 10 | EA | ||
| 243 | The Contractor shall furnish and install precast concrete segmental retaining wall blocks. Excavation and backfill are included. | 600 | EA | ||
| 244 | The Contractor shall furnish and install 4’ dia. flared end section on culvert. | 10 | EA | ||
| 245 | The Contractor shall furnish and install 1’ or 1 ½’ dia. flared end section on culvert. | 20 | EA | ||
| 246 | The Contractor shall fill expansion/control joints. The Contractor shall clean out joints of existing materials and debris and fill with self leveling filler. Backer rod may be required. | 1200 | LF | ||
| 247 | Provide smooth dowels, 12" long, 3/4" diameter, per Section 03200 | 1000 | EA | ||
| 248 | The Contractor shall provide 2" clean limestone crushed rock as specified. | 500 | TN | ||
| 249 | The Contractor shall provide 3" clean limestone crushed rock as specified. | 500 | TN |
TOTAL: OPTION YEAR TWO
| NOTE: Please ensure to carry over your total bid amount to Section B of the Solicitation by entering amount on to the "Net Amount" line for each performance period. | ||
| LF | Lineal Feet | |
| SY | Square Yard | |
| CY | Cubic Yard | |
| EA | Each | |
| CYL | Cylinder | |
| TN | Ton |
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File details come from the government source that posted it. Updated .