Technical_Exhibit_A_Bid_TL-_FY16_-_Rev_4.xlsx
XLSX spreadsheet 21 KB Posted
- Attached to
- Sewer Requirements Federal contract opportunity
- Solicitation number
- W911S716B0003
About this file
Technical Exhibit A Bid Task List
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W911S7-16-B-0003_Abstract_of_Offers-_Construction.pdf | ||
| Technical_Exhibit_A_Bid_TL-_FY16_-_Rev_5.xlsx | XLSX spreadsheet | |
| W911S7_16_B_0003_Sewer_Requirements_Questions.docx | DOCX document | |
| Amendment.pdf | ||
| Statement_of_Work_Sewer_-_Rev_3_Final.doc | DOC document | |
| W911S716B0003_Solicitation.pdf | ||
| Statement_of_Work_Sewer_-_Rev_2_FINAL.pdf |
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Sheet1
| Task | Task Description Fort Leonard Wood Military Reservation and LORA (Base Year) | Qty | U/M | Unit Price | Total |
| 1 | Remove and replace brick manhole with precast - 4 ft depth - see Drawing 1 in Sec. 01010 | 54 | EA | ||
| 2 | Remove and replace precast concrete manhole - 4 ft depth - see Drawing 1 in Sec. 01010 | 15 | EA | ||
| 3 | Remove and replace brick drop manhole with precast drop manhole - 4 ft depth - see Drawing 12 in Sec. 01010 | 5 | EA | ||
| 4 | Remove and replace precast concrete drop manhole - 4 ft depth - see Drawing 12 in Sec. 01010 | 5 | EA | ||
| 5 | Remove and replace brick manhole with precast per vertical foot - add to Task 1 | 195 | VFT | ||
| 6 | Remove and replace precast concrete manhole per vertical foot - add to Task 2 | 54 | VFT | ||
| 7 | Line entire interior of manhole to include from the top edge of the frame to the bottom of the wall and the bench. Includes repair of all leaks and other defects. | 2,000 | SF | ||
| 8 | Offset corbel replacement - precast manhole - 4 ft depth | 1 | EA | ||
| 9 | Straight corbel replacement - precast manhole - 4 ft depth | 1 | EA | ||
| 10 | Offset corbel replacement - precast manhole - per vertical foot - add to Task 6 | 5 | VFT | ||
| 11 | Straight corbel replacement - precast manhole - per vertical foot - add to Task 7 | 5 | VFT | ||
| 12 | Replace cover | 8 | EA | ||
| 13 | Replace cover/frame/frame seal (bitumastic material) | 67 | EA | ||
| 14 | Replace frame seal (bitumastic material) | 8 | EA | ||
| 15 | Provide manhole grade adjustment with chimney rings - per vertical inch | 36 | VIN | ||
| 16 | Replace chimney - precast manhole - per vertical inch | 133 | VIN | ||
| 17 | Replace cleanout | 25 | EA | ||
| 18 | Remove steps - leave smooth wall in its place with epoxy mortar or grout | 20 | EA | ||
| 19 | Replace steps with epoxy resin coated steps | 18 | EA | ||
| 20 | Plug manhole pipe - Manhole inlet shall be sealed by filling solidly with 1-3 cement-sand mortar and neatly pointed up on the inside to present a smooth surface, flush with the inner wall surface. | 13 | EA | ||
| 21 | Fill manhole with concrete to one foot above crown of pipes | 10 | EA | ||
| 22 | Expose invert - remove debris | 2 | EA | ||
| 23 | Reshape invert to provide smooth flow from inlet(s) to outlet. | 1 | EA | ||
| 24 | Bench and trough rehabilitation - patch with 1-3 cement-sand mortar - slope bench to trough - trough to provide smooth flow from inlets to outlet | 8 | EA | ||
| 25 | Replace bench and trough with new concrete bench and trough to provide smooth flow between pipe inlets and pipe oultlet | 5 | EA | ||
| 26 | Corbel rehabilitation - repair leaks by applying an epoxy mortar or grout, neatly pointed up on the inside to present a smooth surface, flush with the inner surface. | 50 | SF | ||
| 27 | Chimney rehabilitation - repair leaks by applying an epoxy mortar or grout neatly pointed up on the inside to present a smooth surface, flush with the inner chimney surface. | 12 | SF | ||
| 28 | Seal precast joints in the barrel of the manhole by applying an epoxy mortar or grout neatly pointed up on the inside to present a smooth surface, flush with the inner chimney surface. | 17 | SF | ||
| 29 | Manhole wall rehabilitation - repair leaks by applying an epoxy mortar or grout, neatly pointed up on the inside to present a smooth surface, flush with the inner surface. | 200 | SF | ||
| 30 | Plug lift holes/plug holes with an epoxy mortar or grout neatly pointed up on the inside to present a smooth surface, flush with the inner wall | 27 | EA | ||
| 31 | Coat pipe seal with cementitious coating of 1-3 cement-sand mortar and neatly pointed up on the inside to present a smooth surface, flush with the inner wall | 12 | EA | ||
| 32 | Grout pipe seal - replace grout with an epoxy grout or mortar neatly pointed up on the inside to present a smooth surface, flush with the inner wall | 12 | EA | ||
| 33 | Replace sewer lateral with 4 inch diameter PVC Sched 40 sewer pipe lateral including cleanout | 1,250 | LF | ||
| 34 | Replace sewer pipe with 4 inch diameter PVC SDR 35 sewer pipe - measured center of manhole to center of manhole | 500 | LF | ||
| 35 | Replace sewer pipe with 6 inch diameter PVC SDR 35 sewer pipe - measured center of manhole to center of manhole | 1,850 | LF | ||
| 36 | Replace sewer pipe with 8 inch diameter PVC SDR 35 sewer pipe - measured center of manhole to center of manhole | 12,070 | LF | ||
| 37 | Replace sewer pipe with 10 inch diameter PVC SDR 35 sewer pipe - measured center of manhole to center of manhole | 1,634 | LF | ||
| 38 | Replace sewer pipe with 12 inch diameter PVC SDR 35 sewer pipe - measured center of manhole to center of manhole | 2,739 | LF | ||
| 39 | Replace sewer pipe with 15 inch diameter PVC SDR 35 sewer pipe - measured center of manhole to center of manhole | 500 | LF | ||
| 40 | Line 6 inch diameter sewer pipe with cured in place piping - measured center of manhole to center of manhole | 1,000 | LF | ||
| 41 | Line 8 inch diameter sewer pipe with cured in place piping - measured center of manhole to center of manhole | 5,000 | LF | ||
| 42 | Line 10 inch diameter sewer pipe with cured in place piping - measured center of manhole to center of manhole | 1,000 | LF | ||
| 43 | Line 12 inch diameter sewer pipe with cured in place piping - measured center of manhole to center of manhole | 800 | LF | ||
| 44 | Line 15 inch diameter sewer pipe with cured in place piping - measured center of manhole to center of manhole | 500 | LF | ||
| 45 | Replace pipe by pipe bursting with 6 inch diameter sewer pipe - measured center of manhole to center of manhole | 1,000 | LF | ||
| 46 | Replace pipe by pipe bursting with 8 inch diameter sewer pipe - measured center of manhole to center of manhole | 5,000 | LF | ||
| 47 | Replace pipe by pipe bursting with 10 inch diameter sewer pipe - measured center of manhole to center of manhole | 1,000 | LF | ||
| 48 | Replace pipe by pipe bursting with 12 inch diameter sewer pipe - measured center of manhole to center of manhole | 800 | LF | ||
| 49 | Replace pipe by pipe bursting with 15 inch diameter sewer pipe - measured center of manhole to center of manhole | 500 | LF | ||
| 50 | Provide root cutting in 6 inch diameter sewer pipe - measured center of manhole to center of manhole. This task stands alone in addition to root cutting that is required in other tasks for cured in place piping and pipe bursting. | 1,000 | LF | ||
| 51 | Provide root cutting in 8 inch diameter sewer pipe - measured center of manhole to center of manhole. This task stands alone in addition to root cutting that is required in other tasks for cured in place piping and pipe bursting. | 5,000 | LF | ||
| 52 | Provide root cutting in 10 inch diameter sewer pipe - measured center of manhole to center of manhole. This task stands alone in addition to root cutting that is required in other tasks for cured in place piping and pipe bursting. | 1,000 | LF | ||
| 53 | Provide root cutting in 12 inch diameter sewer pipe - measured center of manhole to center of manhole. This task stands alone in addition to root cutting that is required in other tasks for cured in place piping and pipe bursting. | 800 | LF | ||
| 54 | Provide root cutting in 15 inch diameter sewer pipe - measured center of manhole to center of manhole. This task stands alone in addition to root cutting that is required in other tasks for cured in place piping and pipe bursting. | 500 | LF | ||
| 55 | Provide bypass pumping from manhole to manhole - 100 gpm pump | 275 | DAY | ||
| 56 | Provide bypass pumping from manhole to manhole - 200 gpm pump | 50 | DAY | ||
| 57 | Provide bypass pumping from manhole to manhole - 300 gpm pump | 32 | DAY | ||
| 58 | Provide bypass pumping from manhole to manhole - 400 gpm pump | 12 | DAY | ||
| 59 | Provide bypass pumping from manhole to manhole - 500 gpm pump | 5 | DAY | ||
| 60 | Provide temporary piping for bypass pumping from manhole to manhole - 4 inch dia. pipe | 27,250 | LF | ||
| 61 | Provide temporary piping for bypass pumping from manhole to manhole - 6 inch dia. pipe | 15,100 | LF | ||
| 62 | Provide temporary piping for bypass pumping from manhole to manhole - 8 inch dia. pipe | 31,600 | LF | ||
| 63 | Provide temporary piping for bypass pumping from manhole to manhole - 10 inch dia. pipe | 500 | LF | ||
| 64 | Excavation and backfill of trench for sewer pipe replacement - 0'-6' deep trench, measured as average along every 25' of trench. | 800 | LF | ||
| 65 | Excavation and backfill of trench for sewer pipe replacement - >6'-8' deep trench, measured as average along every 25' of trench. | 6,400 | LF | ||
| 66 | Excavation and backfill of trench for sewer pipe replacement - >8'-10' deep trench, measured as average along every 25' of trench. | 2,300 | LF | ||
| 67 | Excavation and backfill of trench for sewer pipe replacement - >10'-12' deep trench, measured as average along every 25' of trench. | 6,000 | LF | ||
| 68 | Excavation and backfill of trench for sewer pipe replacement - >12'-16' deep trench, measured as average along every 25' of trench. | 750 | LF | ||
| 69 | Excavation and backfill of trench for sewer pipe replacement - >16'-20' deep trench, measured as average along every 25' of trench. | 400 | LF | ||
| 70 | Sawcut asphalt or concrete 6 inches thick | 16,500 | LF | ||
| 71 | Sawcut asphalt or concrete per additional inch of thickness | 5,000 | LF | ||
| 72 | Provide 6 inch thick concrete cap over trench or around manhole - see Drawing 4 in Sec. 01010 | 1,000 | SY | ||
| 73 | Provide concrete cap over trench or around manhole per additional inch of thickness - see Drawing 4 in Sec. 01010 | 350 | SY | ||
| 74 | Provide 6 inch thick concrete cap topped with 2 inch (compacted thickness) asphalt wearing course, BP-1 mixture, over trench or around manhole. Includes application of tack coat, compaction of asphalt, and protection of new surface from damage. - see Drawing 5 in Sec. 01010 | 5,000 | SY | ||
| 75 | Provide concrete cap topped with 2 inch (compacted thickness) asphalt wearing course, BP-1 mixture, over trench or around manhole. Includes application of tack coat, compaction of asphalt, and protection of new surface from damage, per additional inch of thickness of concrete cap. - see Drawing 5 in Sec. 01010 | 2,000 | SY | ||
| 76 | Provide 6 inch lift of one and one half inch minus crushed rock cap over trench or around manhole - see Drawing 3 in Sec. 01010 | 575 | SY | ||
| 77 | Provide 3 inch lift of clean topsoil over trench or around manhole. Includes seed, mulch and fertilizer. - see Drawing 6 in Sec 01010 | 10,500 | SY | ||
| 78 | Remove existing concrete curb and provide new concrete curb to match adjacent curb - see Drawing 7 in Sec. 01010 | 1,000 | LF | ||
| 79 | Remove existing concrete combination curb/gutter and provide new concrete curb and gutter to match adjacent combination curb and gutter - see Drawing 8 in Sec. 01010 | 1,000 | LF | ||
| 80 | Remove existing walk and provide new 4 inch thick concrete walk to match existing - see Drawing 9 in Sec. 01010 | 600 | SY | ||
| 81 | Remove existing dumpster pad and provide new 6 inch thick concrete pad to match existing - see Drawing 10 in Sec. 01010 | 5 | EA | ||
| 82 | Remove existing concrete driveway and provide new 6 inch thick driveway - see Drawing 11 in Sec. 01010 | 740 | SY | ||
| 83 | Provide miscellaneous concrete | 400 | CY | ||
| 84 | Clear and grub trees, stumps and shrubs of any size | 20 | AC | ||
| 85 | Encase sewer line in concrete | 400 | CY | ||
| 86 | Replace sewer pipe with 4 inch diameter PVC plastic pressure pipe - measured center of manhole to center of manhole | 50 | LF | ||
| 87 | Replace sewer pipe with 6 inch diameter PVC plastic pressure pipe - measured center of manhole to center of manhole | 185 | LF | ||
| 88 | Replace sewer pipe with 8 inch diameter PVC plastic pressure pipe - measured center of manhole to center of manhole | 1,000 | LF | ||
| 89 | Replace sewer pipe with 10 inch diameter PVC plastic pressure pipe - measured center of manhole to center of manhole | 165 | LF | ||
| 90 | Replace sewer pipe with 12 inch diameter PVC plastic pressure pipe - measured center of manhole to center of manhole | 275 | LF | ||
| 91 | Replace sewer pipe with 15 inch diameter PVC plastic pressure pipe - measured center of manhole to center of manhole | 50 | LF |
TOTAL: BASE YEAR: $0.00
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.
| EA | Each |
| VFT | Vertical Foot |
| VIN | Vertical Inch |
| SF | Square Foot |
| LF | Linear Foot |
| DAY | Rental Days |
| DFT | Diameter in Feet |
| SY | Square Yard |
| CY | Cubic Yard |
| AC | Acre |
| Task | Task Description Fort Leonard Wood Military Reservation and LORA (Option Year) | Qty | U/M | Unit Price | Total |
| 101 | Remove and replace brick manhole with precast - 4 ft depth - see Drawing 1 in Sec. 01010 | 54 | EA | ||
| 102 | Remove and replace precast concrete manhole - 4 ft depth - see Drawing 1 in Sec. 01010 | 15 | EA | ||
| 103 | Remove and replace brick drop manhole with precast drop manhole - 4 ft depth - see Drawing 12 in Sec. 01010 | 5 | EA | ||
| 104 | Remove and replace precast concrete drop manhole - 4 ft depth - see Drawing 12 in Sec. 01010 | 5 | EA | ||
| 105 | Remove and replace brick manhole with precast per vertical foot - add to Task 1 | 195 | VFT | ||
| 106 | Remove and replace precast concrete manhole per vertical foot - add to Task 2 | 54 | VFT | ||
| 107 | Line entire interior of manhole to include from the top edge of the frame to the bottom of the wall and the bench. Includes repair of all leaks and other defects. | 2,000 | SF | ||
| 108 | Offset corbel replacement - precast manhole - 4 ft depth | 1 | EA | ||
| 109 | Straight corbel replacement - precast manhole - 4 ft depth | 1 | EA | ||
| 110 | Offset corbel replacement - precast manhole - per vertical foot - add to Task 6 | 5 | VFT | ||
| 111 | Straight corbel replacement - precast manhole - per vertical foot - add to Task 7 | 5 | VFT | ||
| 112 | Replace cover | 8 | EA | ||
| 113 | Replace cover/frame/frame seal (bitumastic material) | 67 | EA | ||
| 114 | Replace frame seal (bitumastic material) | 8 | EA | ||
| 115 | Provide manhole grade adjustment with chimney rings - per vertical inch | 36 | VIN | ||
| 116 | Replace chimney - precast manhole - per vertical inch | 133 | VIN | ||
| 117 | Replace cleanout | 25 | EA | ||
| 118 | Remove steps - leave smooth wall in its place with epoxy mortar or grout | 20 | EA | ||
| 119 | Replace steps with epoxy resin coated steps | 18 | EA | ||
| 120 | Plug manhole pipe - Manhole inlet shall be sealed by filling solidly with 1-3 cement-sand mortar and neatly pointed up on the inside to present a smooth surface, flush with the inner wall surface. | 13 | EA | ||
| 121 | Fill manhole with concrete to one foot above crown of pipes | 10 | EA | ||
| 122 | Expose invert - remove debris | 2 | EA | ||
| 123 | Reshape invert to provide smooth flow from inlet(s) to outlet. | 1 | EA | ||
| 124 | Bench and trough rehabilitation - patch with 1-3 cement-sand mortar - slope bench to trough - trough to provide smooth flow from inlets to outlet | 8 | EA | ||
| 125 | Replace bench and trough with new concrete bench and trough to provide smooth flow between pipe inlets and pipe oultlet | 5 | EA | ||
| 126 | Corbel rehabilitation - repair leaks by applying an epoxy mortar or grout, neatly pointed up on the inside to present a smooth surface, flush with the inner surface. | 50 | SF | ||
| 127 | Chimney rehabilitation - repair leaks by applying an epoxy mortar or grout neatly pointed up on the inside to present a smooth surface, flush with the inner chimney surface. | 12 | SF | ||
| 128 | Seal precast joints in the barrel of the manhole by applying an epoxy mortar or grout neatly pointed up on the inside to present a smooth surface, flush with the inner chimney surface. | 17 | SF | ||
| 129 | Manhole wall rehabilitation - repair leaks by applying an epoxy mortar or grout, neatly pointed up on the inside to present a smooth surface, flush with the inner surface. | 200 | SF | ||
| 130 | Plug lift holes/plug holes with an epoxy mortar or grout neatly pointed up on the inside to present a smooth surface, flush with the inner wall | 27 | EA | ||
| 131 | Coat pipe seal with cementitious coating of 1-3 cement-sand mortar and neatly pointed up on the inside to present a smooth surface, flush with the inner wall | 12 | EA | ||
| 132 | Grout pipe seal - replace grout with an epoxy grout or mortar neatly pointed up on the inside to present a smooth surface, flush with the inner wall | 12 | EA | ||
| 133 | Replace sewer lateral with 4 inch diameter PVC Sched 40 sewer pipe lateral including cleanout | 1,250 | LF | ||
| 134 | Replace sewer pipe with 4 inch diameter PVC SDR 35 sewer pipe - measured center of manhole to center of manhole | 500 | LF | ||
| 135 | Replace sewer pipe with 6 inch diameter PVC SDR 35 sewer pipe - measured center of manhole to center of manhole | 1,850 | LF | ||
| 136 | Replace sewer pipe with 8 inch diameter PVC SDR 35 sewer pipe - measured center of manhole to center of manhole | 12,070 | LF | ||
| 137 | Replace sewer pipe with 10 inch diameter PVC SDR 35 sewer pipe - measured center of manhole to center of manhole | 1,634 | LF | ||
| 138 | Replace sewer pipe with 12 inch diameter PVC SDR 35 sewer pipe - measured center of manhole to center of manhole | 2,739 | LF | ||
| 139 | Replace sewer pipe with 15 inch diameter PVC SDR 35 sewer pipe - measured center of manhole to center of manhole | 500 | LF | ||
| 140 | Line 6 inch diameter sewer pipe with cured in place piping - measured center of manhole to center of manhole | 1,000 | LF | ||
| 141 | Line 8 inch diameter sewer pipe with cured in place piping - measured center of manhole to center of manhole | 5,000 | LF | ||
| 142 | Line 10 inch diameter sewer pipe with cured in place piping - measured center of manhole to center of manhole | 1,000 | LF | ||
| 143 | Line 12 inch diameter sewer pipe with cured in place piping - measured center of manhole to center of manhole | 800 | LF | ||
| 144 | Line 15 inch diameter sewer pipe with cured in place piping - measured center of manhole to center of manhole | 500 | LF | ||
| 145 | Replace pipe by pipe bursting with 6 inch diameter sewer pipe - measured center of manhole to center of manhole | 1,000 | LF | ||
| 146 | Replace pipe by pipe bursting with 8 inch diameter sewer pipe - measured center of manhole to center of manhole | 5,000 | LF | ||
| 147 | Replace pipe by pipe bursting with 10 inch diameter sewer pipe - measured center of manhole to center of manhole | 1,000 | LF | ||
| 148 | Replace pipe by pipe bursting with 12 inch diameter sewer pipe - measured center of manhole to center of manhole | 800 | LF | ||
| 149 | Replace pipe by pipe bursting with 15 inch diameter sewer pipe - measured center of manhole to center of manhole | 500 | LF | ||
| 150 | Provide root cutting in 6 inch diameter sewer pipe - measured center of manhole to center of manhole. This task stands alone in addition to root cutting that is required in other tasks for cured in place piping and pipe bursting. | 1,000 | LF | ||
| 151 | Provide root cutting in 8 inch diameter sewer pipe - measured center of manhole to center of manhole. This task stands alone in addition to root cutting that is required in other tasks for cured in place piping and pipe bursting. | 5,000 | LF | ||
| 152 | Provide root cutting in 10 inch diameter sewer pipe - measured center of manhole to center of manhole. This task stands alone in addition to root cutting that is required in other tasks for cured in place piping and pipe bursting. | 1,000 | LF | ||
| 153 | Provide root cutting in 12 inch diameter sewer pipe - measured center of manhole to center of manhole. This task stands alone in addition to root cutting that is required in other tasks for cured in place piping and pipe bursting. | 800 | LF | ||
| 154 | Provide root cutting in 15 inch diameter sewer pipe - measured center of manhole to center of manhole. This task stands alone in addition to root cutting that is required in other tasks for cured in place piping and pipe bursting. | 500 | LF | ||
| 155 | Provide bypass pumping from manhole to manhole - 100 gpm pump | 275 | DAY | ||
| 156 | Provide bypass pumping from manhole to manhole - 200 gpm pump | 50 | DAY | ||
| 157 | Provide bypass pumping from manhole to manhole - 300 gpm pump | 32 | DAY | ||
| 158 | Provide bypass pumping from manhole to manhole - 400 gpm pump | 12 | DAY | ||
| 159 | Provide bypass pumping from manhole to manhole - 500 gpm pump | 5 | DAY | ||
| 160 | Provide temporary piping for bypass pumping from manhole to manhole - 4 inch dia. pipe | 27,250 | LF | ||
| 161 | Provide temporary piping for bypass pumping from manhole to manhole - 6 inch dia. pipe | 15,100 | LF | ||
| 162 | Provide temporary piping for bypass pumping from manhole to manhole - 8 inch dia. pipe | 31,600 | LF | ||
| 163 | Provide temporary piping for bypass pumping from manhole to manhole - 10 inch dia. pipe | 500 | LF | ||
| 164 | Excavation and backfill of trench for sewer pipe replacement - 0'-6' deep trench, measured as average along every 25' of trench. | 800 | LF | ||
| 165 | Excavation and backfill of trench for sewer pipe replacement - >6'-8' deep trench, measured as average along every 25' of trench. | 6,400 | LF | ||
| 166 | Excavation and backfill of trench for sewer pipe replacement - >8'-10' deep trench, measured as average along every 25' of trench. | 2,300 | LF | ||
| 167 | Excavation and backfill of trench for sewer pipe replacement - >10'-12' deep trench, measured as average along every 25' of trench. | 6,000 | LF | ||
| 168 | Excavation and backfill of trench for sewer pipe replacement - >12'-16' deep trench, measured as average along every 25' of trench. | 750 | LF | ||
| 169 | Excavation and backfill of trench for sewer pipe replacement - >16'-20' deep trench, measured as average along every 25' of trench. | 400 | LF | ||
| 170 | Sawcut asphalt or concrete 6 inches thick | 16,500 | LF | ||
| 171 | Sawcut asphalt or concrete per additional inch of thickness | 5,000 | LF | ||
| 172 | Provide 6 inch thick concrete cap over trench or around manhole - see Drawing 4 in Sec. 01010 | 1,000 | SY | ||
| 173 | Provide concrete cap over trench or around manhole per additional inch of thickness - see Drawing 4 in Sec. 01010 | 350 | SY | ||
| 174 | Provide 6 inch thick concrete cap topped with 2 inch (compacted thickness) asphalt wearing course, BP-1 mixture, over trench or around manhole. Includes application of tack coat, compaction of asphalt, and protection of new surface from damage. - see Drawing 5 in Sec. 01010 | 5,000 | SY | ||
| 175 | Provide concrete cap topped with 2 inch (compacted thickness) asphalt wearing course, BP-1 mixture, over trench or around manhole. Includes application of tack coat, compaction of asphalt, and protection of new surface from damage, per additional inch of thickness of concrete cap. - see Drawing 5 in Sec. 01010 | 2,000 | SY | ||
| 176 | Provide 6 inch lift of one and one half inch minus crushed rock cap over trench or around manhole - see Drawing 3 in Sec. 01010 | 575 | SY | ||
| 177 | Provide 3 inch lift of clean topsoil over trench or around manhole. Includes seed, mulch and fertilizer. - see Drawing 6 in Sec 01010 | 10,500 | SY | ||
| 178 | Remove existing concrete curb and provide new concrete curb to match adjacent curb - see Drawing 7 in Sec. 01010 | 1,000 | LF | ||
| 179 | Remove existing concrete combination curb/gutter and provide new concrete curb and gutter to match adjacent combination curb and gutter - see Drawing 8 in Sec. 01010 | 1,000 | LF | ||
| 180 | Remove existing walk and provide new 4 inch thick concrete walk to match existing - see Drawing 9 in Sec. 01010 | 600 | SY | ||
| 181 | Remove existing dumpster pad and provide new 6 inch thick concrete pad to match existing - see Drawing 10 in Sec. 01010 | 5 | EA | ||
| 182 | Remove existing concrete driveway and provide new 6 inch thick driveway - see Drawing 11 in Sec. 01010 | 740 | SY | ||
| 183 | Provide miscellaneous concrete | 400 | CY | ||
| 184 | Clear and grub trees, stumps and shrubs of any size | 20 | AC | ||
| 185 | Encase sewer line in concrete | 400 | CY | ||
| 186 | Replace sewer pipe with 4 inch diameter PVC plastic pressure pipe - measured center of manhole to center of manhole | 50 | LF | ||
| 187 | Replace sewer pipe with 6 inch diameter PVC plastic pressure pipe - measured center of manhole to center of manhole | 185 | LF | ||
| 188 | Replace sewer pipe with 8 inch diameter PVC plastic pressure pipe - measured center of manhole to center of manhole | 1,000 | LF | ||
| 189 | Replace sewer pipe with 10 inch diameter PVC plastic pressure pipe - measured center of manhole to center of manhole | 165 | LF | ||
| 190 | Replace sewer pipe with 12 inch diameter PVC plastic pressure pipe - measured center of manhole to center of manhole | 275 | LF | ||
| 191 | Replace sewer pipe with 15 inch diameter PVC plastic pressure pipe - measured center of manhole to center of manhole | 50 | LF |
TOTAL: OPTION YEAR: $0.00
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.
| EA | Each |
| VFT | Vertical Foot |
| VIN | Vertical Inch |
| SF | Square Foot |
| LF | Linear Foot |
| DAY | Rental Days |
| DFT | Diameter in Feet |
| SY | Square Yard |
| CY | Cubic Yard |
| AC | Acre |
Sheet2
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File details come from the government source that posted it. Updated .