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KVPT’s Patan Darbar Earthquake Response Campaign - Work to Date - September 2016

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Taleju Agam South<br />

Pre-earthquake project, earthquake damage,<br />

and KVPT post-earthquake project<br />

By Liz Newman<br />

His<strong>to</strong>ry of the agam and summary of KVPT projects<br />

The his<strong>to</strong>ry of theTaleju Agam South is similar <strong>to</strong> and<br />

included in the his<strong>to</strong>ry of the Taleju Agam North in the<br />

preceding chapter.<br />

Also referred <strong>to</strong> as South Taleju, the <strong>to</strong>wer, which rises<br />

above and intersects Mul Cok South Wing and Sundari<br />

Cok North Wing, underwent significant repairs and res<strong>to</strong>ration<br />

and had seismic strengthening installed by the<br />

Trust as part of the <strong>Patan</strong> Royal Palace Complex Res<strong>to</strong>ration<br />

Project between 2013 and early 2015. Funding<br />

support came from the Prince Claus Fund (Netherlands)<br />

and the Ambassadors’ Fund for Cultural Preservation<br />

(US State Department).<br />

In 2013, the agam was structurally unstable and in poor<br />

condition, and its gilded sikhara-style sculptural pinnacle<br />

was leaking and in an advanced state of disrepair,<br />

threatening collapse. As a part of the <strong>Patan</strong> Palace project,<br />

the Taleju Agam South was repaired, res<strong>to</strong>red, and<br />

reinforced by KVPT. Deteriorated roofing assemblies<br />

and the gilt copper pinnacle were res<strong>to</strong>red and repaired;<br />

brick walls were repointed; uncarved structural timbers<br />

were replaced, struts were cleaned; and seismic strengthening<br />

measures at and just above the Mul Cok roof were<br />

implemented. By February 2015, the agam project was<br />

completed, scaffolding had been removed, and only the<br />

reinstallation of roofing below the scaffolding remained.<br />

Six weeks later, on April 25, 2015, the Taleju Agam<br />

South survived the earthquake that struck the Kathmandu<br />

Valley completely intact, with the exception of the<br />

part of the agam above the middle roof - the upper cornice<br />

and uppermost roof tier and pinnacle, - which fell<br />

off as a unit and landed wedged in<strong>to</strong> the space between<br />

the roofs of Mul Cok and Sundari Cok, causing minor<br />

roof damage as it fell.<br />

The Ambassadors’ Fund for Cultural Preservation responded<br />

rapidly after the earthquake with support for<br />

repair and reinstallation of the fallen pieces and roof repairs<br />

below. Post-earthquake repairs <strong>to</strong> the Taleju Agam<br />

South and related roofing repairs below were completed<br />

by KVPT in late August <strong>2016</strong>.<br />

Existing conditions in 2013:<br />

.Disrepair and leaking of gilded copper pinnacle (gajura),<br />

including poor previous repairs such as non-matching<br />

replacement colonnettes and rotting of wood substrate<br />

. Top and middle roofs were structurally unsound due<br />

<strong>to</strong> rotting and generally poor condition of all rafters and<br />

wall plates.<br />

. Poor roofing conditions on all three roof levels, damaged<br />

terra cotta roof tiles (jhingati), severe deterioration<br />

and leaking of bituminous membrane<br />

. Poor condition of mud pointing mortar at Mul Cok<br />

roof level and just above<br />

. Structural instability of lower walls at/ just above<br />

the level of the Mul Cok south wing roof (The roofs<br />

of Sundari Cok north wing and Mul Cok south wing,<br />

which had been awkwardly joined <strong>to</strong> cover the passage<br />

between the two buildings, were reconfigured during the<br />

palace project <strong>to</strong> again be separated, changing the support<br />

<strong>to</strong> the agam.)<br />

Repairs and Res<strong>to</strong>ration by KVPT, 2013-2015<br />

The scope of repairs for the initial project included the<br />

following:<br />

Roofs: Complete dismantling and rebuilding of all three<br />

roofs. All rotten rafters (about 50%) and wall plates were<br />

replaced. Rotten planking was replaced (100%) and a<br />

layer of marine grade plywood was introduced on <strong>to</strong>p<br />

of the planking for bracing. A new waterproof membrane<br />

and traditional mud bed were installed and cov-<br />

Opposite<br />

Taleju Agam South, view from the<br />

west across <strong>Patan</strong> <strong>Darbar</strong> Square..<br />

Pho<strong>to</strong> by Raju Roka, February 27 2015<br />

405

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