Attachment_02_MMB_SOW_Appendix_1_20260910_db389.pdf
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- Attached to
- MOD/MODE/US BYPASS CANAL REPAIRS
- Solicitation number
- 140RR027R0009
- Issued by
- Not on record
About this file
This is a Statement of Work (SOW) appendix detailing canal repair requirements for the MOD (Main Outfall Drain) and MODE (Main Outfall Drain Extension) in a Reclamation project. The appendix provides comprehensive repair specifications across two tables organized by repair location identification numbers, stations (distance measurements from downstream reference points), identified deficiencies, and estimated repair scope.
Table 1 specifies one MOD canal repair (K-11 at station +2000) requiring replacement of broken panels on the left side totaling 1,980 square feet. Table 2 lists 31 MODE canal repair items (ID 5-8 through 11-14) distributed across multiple upstream locations referenced from various bridges (Chapay Bridge, Strand Ave Bridge, Ave D Bridge, Vehicle Bridge, Check Structure, Bridge to BLM, and 22nd Ave Bridge). The MODE repairs involve demolition and reconstruction of broken or cracked concrete panels, with repair areas ranging from 72 to 572 square feet per item. Several repairs include supplementary crack sealing work ranging from 40 to 100 linear feet. All dimensions are approximated and require field verification with the contractor present, with measurements to be rounded to the nearest half foot. The document references Reclamation drawing 423-303-60188 for structure locations and indicates that images are available upon request for detailed repair locations.
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SOW-MOD/MODE Canal Repairs- Appendix 1
Tables below list the ID number, locations, canal deficiencies along the MOD/MODE, and the intended repairs. Refer to location map on Reclamation drawing 423-303-60188 for which structures along MOD/MODE are labeled for reference points/benchmarks, accordingly. In tables below canal Left (L) and Right (R) are referenced with view downstream. Images are available upon request.
Dimensions listed below are approximated and to be field verified with the Contractor present; dimensions will be rounded to the nearest ½ foot.
Note: All station values for MOD and MODE portions with ‘+’’ are in feet from the nearest downstream structure, towards the north and east direction (i.e. upstream).
Table 1. Required MOD Canal Repairs
MOD ID Station Deficiency Intended Repair (Estimated)
K-11 +2000 Broken Panels L Replace broken panels L.
125’x8’=1000 sf 165’x12’=1980 sf
SOW - MOD/MODE Canal Repairs - Appendix 1
Table 2. Required MODE Canal Repairs
MODE ID Station Deficiency Intended Repair (Estimated)
5-8 +3150 Severely broken panels L. ~3,150’ upstream of Chapay Bridge.
Demo two existing panels, rebuild.
24’x12’ =288 sf.
5-9 +4195 Top of panel broken R. ~4,195’ upstream of Chapay Bridge.
Demo three existing half panels, rebuild.
36’x6’=216 sf.
6-1 +450 Two broken panels R. ~450’ upstream of Strand Ave Bridge
Sawcut and demo 1.5 existing panels, rebuild.
18’x12’ =216 sf.
6-4 +1850 Broken panel and cracked panel adjacent R.
~1,850’ upstream of Strand Ave Bridge
Demo one existing full panel, rebuild.
12’x13’ =156 sf.
6-5 +1930 Two broken panels L. ~1,930’ upstream of Strand Ave Bridge
Sawcut and demo 1.5 existing panels, rebuild.
60’ crack seal upstream direction. 19’x13’ =247 sf.
7-1 +735 Three broken panels L. ~735’ upstream of Ave D Bridge
Demo three existing full panels, rebuild. 36’x12’ =432 sf.
7-4 +1965 Three and a half broken panels L. ~1,965’ upstream of Ave D Bridge.
Demo 3.5 existing full panels, rebuild.
44’x13’=572 sf.
7-5 +2600 One half broken panels L. ~2,600’ upstream of Ave D Bridge.
Demo one existing half panel, rebuild.
12’x6’=72 sf.
7-5.1 +2750 Two and a half broken panels L. ~2,750’ upstream of Ave D Bridge.
Demo 2.5 existing full panels, rebuild.
32’x13’=416 sf.
7-5.2 +3000 One half broken panels L. ~3,000’ upstream of Ave D Bridge.
Demo one existing half panel, rebuild.
12’x6’=72 sf.
7-6 +3315 Broken panel R. ~3,315’ upstream of Ave D Bridge.
Demo one existing full panel, rebuild.
12’x12’ =144 sf.
7-8 +3900 Two broken panels L. ~3,900’ upstream of Ave D Bridge.
50’ crack seal L.
8-1 +60 Uplifting (crack) at center of panel L. ~60’ upstream of Vehicle Bridge.
Demo 1 existing panel, rebuild.
12’x12’=144 sf.
9-3 +350 Uplifted (broken) panel L. ~350’ upstream of Check Structure
Sawcut horizontally and demo top half of 1 existing panel, rebuild.
12’x7’=84 sf.
9-6 +1390 Two and a half broken panels R. ~1,390’ upstream of Check Structure
Demo 2.5 existing full panels.
32’x12’=384 sf.
9-7 +2520 Two broken panels R. ~2,520’ upstream of Check Structure
Sawcut horizontally and demo top half of 2 existing panels, rebuild.
24’x6’ =144 sf.
10-2
+720 Two broken panels R. ~820’ upstream of Bridge to BLM.
Sawcut horizontally and demo top half of 2 existing panels, rebuild.
20’x6’ =120 sf.
10-3 +1530 Two broken panels R. ~1,530’ upstream of Bridge to BLM.
Sawcut horizontally and demo top half of 1 existing panel, rebuild.
16’x6’ =96 sf.
10-4 +1550 Two broken panels L. ~1,550’ upstream of Bridge to BLM.
Sawcut horizontally and demo top half of 2 existing panels, rebuild.
24’x6’ =144 sf.
10-6 +1840 Two broken panels R. ~1,840’ upstream of Bridge to BLM.
100’ crack seal R.
10-8 +2435 Two broken panels R. ~2,435’ upstream of Bridge to BLM.
Sawcut horizontally and demo top half of 2.5 existing panels, rebuild. 30’x6’ =180 sf
10-9 +2605 Four broken panels (not adjacent) R. ~2,605’ upstream of Bridge to BLM.
Sawcut horizontally and demo top half of 2 separate panels, rebuild.
12’x6’=72 sf.
12’x6’=72 sf.
10-11 +2885 One broken panel R. ~2,885’ upstream of Bridge to BLM.
Sawcut horizontally and demo top half of 1 existing panel, rebuild.
12’x6’ =72 sf.
11-1 +240 Two broken panels R. ~240’ upstream of 22nd Ave Bridge.
Demo 2.5 existing full panels, .
30’x12’=360 sf.
11-3 +780 One broken panel L. ~685’ upstream of 22nd Ave Bridge. Cracking adjacent 2 panels L.
Demo one existing full panel, rebuild.
18’x12’ =216 sf.
11-4 +1055 Three broken panels L. One broken panel R.
~1055’ upstream of 22nd Ave Bridge.
Demo one R existing half panel, rebuild.
12’x8’=96 sf
Demo 2.5 existing half panels L, rebuild.
30’x8’ =240 sf.
11-5 +1310 Two broken panels R. ~1,310’ upstream of 22nd Ave Bridge.
Demo 1.5 existing panels, rebuild.
14’x12’=168 sf.
11-6 +1410 Two broken panels L. ~1,410’ upstream of 22nd Ave Bridge.
Demo two existing full panels, rebuild.
30’x12’=360 sf.
11-8 +1630 Two broken panels R. ~1,630’ upstream of 22nd Ave Bridge.
Demo two existing full panels, rebuild.
24’x12’=288 sf.
11-9 +2055 Two broken panels L. ~2,055’ upstream of 22nd Ave Bridge.
Demo 1.5 existing panels, rebuild.
18’x12’ =216 sf.
11-11 +2340 Four cracked panels R. ~2,340’ upstream of 22nd Ave Bridge.
Sawcut horizontally and demo top half of 1 existing panels, rebuild.
12x6’ =72 sf.
40’ crack seal R.
11-12 +2430 Four cracked panels R. Centered ~2,430’ upstream of 22nd Ave Bridge. Cracking adjacent 3 panels R.
Sawcut horizontally and demo top half of 3 existing panels, rebuild.
36’x6’ =216 sf.
50’ crack seal R.
11-13 +2900 Two broken panels R. ~2,900’ upstream of 22nd Ave Bridge.
Demo two existing full panels, rebuild.
18’x12’=216 sf.
11-14 +2950 Three broken panels R. ~2,950’ upstream of 22nd Ave Bridge.
Sawcut horizontally and demo top half of 2 existing panels, rebuild.
24’x6’ =144 sf.
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