Gavins Point Spillway Leak Repair

Award Notice Posted

Solicitation number
W9128F-15-T-0071
Agency
Awarded
to RNR Construction Company LLC
Set-aside
No set-aside

Opportunity facts

Contract number
W9128F-15-P-0130 Federal contract award
NAICS code
237990 Other Heavy and Civil Engineering Construction
PSC
Not on record

Notice details come from SAM.gov. Updated .

Notice text

2 versions

Update #2 · Latest ·

Repair various cracks with Hydrophobic Polyurethane Foam Grout to seal from water
intrusion into structure. Crack width at the surface is about 1/16 quote mark to 3/16 quote mark wide in the
stairwell. Width of Crack/Control Joints in the Mass concrete is unknown. Reference SC-
081 Sika Fix HH Plus Guidance(Section 07920) as a hydrophobic polyurethane foam grout
as the specified repair method. Drill 5/8 quote mark holes at 45 Degrees from crack. Depth of drilled
holes shall be required to obtain 2'-6 quote mark to 3'-11 quote mark of grout penetration into the walls or the
most penetration the system will allow up to 3'-11 quote mark . A backer rod may not be feasible due
to limited crack width. So an appropriate surface Crack sealer may be required instead of
backer rod material.

Update #1 ·

Repair various cracks with Hydrophobic Polyurethane Foam Grout to seal from water
intrusion into structure. Crack width at the surface is about 1/16 quote mark to 3/16 quote mark wide in the stairwell. Width of Crack/Control Joints in the Mass concrete is unknown. Reference SC-081 Sika Fix HH Plus Guidance(Section 07920) as a hydrophobic polyurethane foam grout as the specified repair method. Drill 5/8 quote mark holes at 45 Degrees from crack. Depth of drilled holes shall be required to obtain 2'-6 quote mark to 3'-11 quote mark of grout penetration into the walls or the most penetration the system will allow up to 3'-11 quote mark . A backer rod may not be feasible due to limited crack width. So an appropriate surface Crack sealer may be required instead of backer rod material.

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