Attachment 5 - Repair Gate Schedule Additional.pdf
PDF 95 KB Posted
- Solicitation number
- W911WN20B8008
About this file
This solicitation is for a firm fixed price construction contract to repair and stabilize cracks within two concrete river wall monoliths at Pike Island Locks and Dam on the Ohio River in Wheeling, West Virginia. The work includes installing horizontal high strength steel bar anchors in the lock wall monoliths at various levels, demolishing a concrete section on top to remediate cracked concrete, pressure grouting the crack with hydrophobic grout, replacing recess frames and covers, drilling and placing reinforcement dowels, placing reinforcement, and placing new concrete. The contractor may need to access the work area using a barge or crane. Disposal of concrete rubble and construction waste is required. The period of performance is 365 days with an estimated cost between $500,000 and $1,000,000. The solicitation will be issued on July 31, 2020 through beta.SAM.gov under NAICS code 237990. The small business size standard is $39.5 million. Responses are due to the Department of the Army Corps of Engineers Engineering District Pittsburgh.
View the file
Other files
Show all 27
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
1 2 3 4 5 6 7 8 9 S N N S S S N N S
0 12.0 0 0 0 3900 12.15 1 1 2+ 4500 12.20 1 2.5 4500 12.20 0 1 2.5 7200 12.3 1 2 3.5 11000 12.5 0 2 3 4.5 14200 12.7 1 4 6.0 18000 12.9 2 0 5 7.5 21200 13.1 1 6 9.0 24600 13.4 0 2 7 10.5 28000 13.6 1 8 12.0 30667 13.9 2 0 9 13.0 34100 14.2 1 10 14.5 37600 14.4 0 2 11 16.0 40500 14.7 1 12 17.5 43800 15.0 2 1 13 19.0 46500 15.3 2 2 14 20.0 49800 15.5 2 3 15 21.5 52400 15.9 3 2 16 22.5 55400 16.0 2 3 17 24.0 58000 16.3 2 3 2 18 25.0 62400 16.8 3 3 3 2 20 27.5 66800 17.3 3 4 3 3 22 29.5 70900 17.7 3 3 4 4 3 3 24 31.5 74800 18.2 2 2 2 4 4 4 4 2 2 26 33.5 78600 18.6 4 2 28 35.5 82300 19.1 2 4 30 37.5 85800 19.5 4 2 32 39.0 89200 20.0 2 4 34 41.5 92500 20.4 4 4 36 43.5 96300 20.8 6 4 38 45.5 99900 21.3 4 6 40 48.0 103300 21.7 6 4 42 50.0 106600 22.2 4 6 44 52.0 107700 22.6 6 4 46 54.5 112800 22.9 4 6 48 56.5 115900 23.3 4 6 4 50 59.0 121600 23.9 6 6 6 54 63.5 123200 24.1 7 6 55 64.0 126200 24.4 6 8 8 6 58 67.0 130500 25.0 6 8 8 6 62 70.0 134700 25.4 6 6 8 8 6 66 73.0 140400 26.0 8 8 8 8 8 72 77.5 144000 26.5 8 10 10 8 76 80.0 147600 26.9 8 10 10 8 80 82.5 150700 27.2 8 8 10 10 8 84 84.5 155200 § 27.7 10 10 10 10 10 10 10 90 88.5 159600 28.2 10 10 10 12 12 12 12 10 10 98 92.0 164600 28.8 12 12 12 12 12 12 12 12 12 108 95.0 169600 29.3 12 12 12 14 14 14 14 12 12 116 99.5 175000 29.9 14 14 14 14 14 14 14 14 14 126 103.5 181400 30.6 16 16 16 16 16 16 16 16 16 * 144 109 187900 31.1 18 18 18 18 18 18 18 18 18 * 162 116
197500 32.25 FULL FULL FULL FULL FULL FULL FULL FULL FULL * 194.4 121
ANY STEP MAY BE MADE IN PROGRESSIVE PARTS TO GIVE CLOSER CONTROL OF FLOW
"1" MEANS GATE RAISED 1 FOOT ABOVE SPILLWAY CREST
GATES ARE NUMBERED BEGINNING AT LOCK
UPPER GAGE = 12.0 FT, LOWER GAGE AS SHOWN
LOWER GAGE ZERO = 611.0
* EFFECTIVE OPENING RAISED CLEAR OF WATER ASSUME 21.6 FEET
§ MINIMUM TAILWATER AT WHICH ONE GATE MAY BE OPENED FULL, IF NECESSARY
PIKE ISLAND LOCK AND DAM OPERATION SCHEDULE
DISCHARGE
[CFS]
LOWER
GAGE
HEIGHT
[FT]
TOTAL
FEET
OPEN
[FT]
TOTAL FEET
OPEN AT
NEW CUM
[FT]
REPAIR PARTY SCHEDULE 2020
GATE NUMBERS
UPPER POOL 644.0
R E S T R I C T E D
B U L K H E A D E D
1 2 3 4 5 6 7 8 9 S N N S S S N N S
0 12.0 0 0 0 3900 12.15 1 1 2+ 4500 12.20 1 2.5 4500 12.20 0 1 2.5 7200 12.3 1 2 3.5 11000 12.5 0 2 3 4.5 14200 12.7 1 4 6.0 18000 12.9 2 0 5 7.5 21200 13.1 1 6 9.0 24600 13.4 2 7 10.5 28000 13.6 8 12.0 30667 13.9 9 13.0 34100 14.2 1 10 14.5 37600 14.4 2 11 16.0 40500 14.7 12 17.5 43800 15.0 0 13 19.0 46500 15.3 1 14 20.0 49800 15.5 2 1 15 21.5 52400 15.9 2 16 22.5 55400 16.0 17 24.0 58000 16.3 2 18 25.0 62400 16.8 4 2 20 27.5 66800 17.3 2 4 22 29.5 70900 17.7 4 2 24 31.5 74800 18.2 2 4 26 33.5 78600 18.6 4 2 28 35.5 82300 19.1 2 4 30 37.5 85800 19.5 4 2 32 39.0 89200 20.0 2 4 34 41.5 92500 20.4 4 4 36 43.5 96300 20.8 6 4 38 45.5 99900 21.3 4 6 40 48.0 103300 21.7 6 4 42 50.0 106600 22.2 4 6 44 52.0 107700 22.6 6 4 46 54.5 112800 22.9 4 6 48 56.5 115900 23.3 4 6 4 50 59.0 121600 23.9 6 6 6 54 63.5 123200 24.1 7 6 55 64.0 126200 24.4 6 8 8 6 58 67.0 130500 25.0 6 8 8 6 62 70.0 134700 25.4 6 6 8 8 6 66 73.0 140400 26.0 8 8 8 8 8 72 77.5 144000 26.5 8 10 10 8 76 80.0 147600 26.9 8 10 10 8 80 82.5 150700 27.2 8 8 10 10 8 84 84.5 155200 § 27.7 10 10 10 10 10 10 10 90 88.5 159600 28.2 10 10 10 12 12 12 12 10 10 98 92.0 164600 28.8 12 12 12 12 12 12 12 12 12 108 95.0 169600 29.3 12 12 12 14 14 14 14 12 12 116 99.5 175000 29.9 14 14 14 14 14 14 14 14 14 126 103.5 181400 30.6 16 16 16 16 16 16 16 16 16 * 144 109 187900 31.1 18 18 18 18 18 18 18 18 18 * 162 116
197500 32.25 FULL FULL FULL FULL FULL FULL FULL FULL FULL * 194.4 121
ANY STEP MAY BE MADE IN PROGRESSIVE PARTS TO GIVE CLOSER CONTROL OF FLOW
"1" MEANS GATE RAISED 1 FOOT ABOVE SPILLWAY CREST
GATES ARE NUMBERED BEGINNING AT LOCK
UPPER GAGE = 12.0 FT, LOWER GAGE AS SHOWN
LOWER GAGE ZERO = 611.0
* EFFECTIVE OPENING RAISED CLEAR OF WATER ASSUME 21.6 FEET
§ MINIMUM TAILWATER AT WHICH ONE GATE MAY BE OPENED FULL, IF NECESSARY
PIKE ISLAND LOCK AND DAM OPERATION SCHEDULE
REPAIR PARTY SCHEDULE 2020
UPPER POOL 644.0
DISCHARGE
[CFS]
LOWER
GAGE
HEIGHT
[FT]
GATE NUMBERS
TOTAL
FEET
OPEN
[FT]
TOTAL FEET
OPEN AT
NEW CUM
[FT]
B U L K H E A D E D
B U L K H E A D E D
R E S T R I C T E D
| GSC1R2 |
| GSC12R3 |
File details come from the government source that posted it. Updated .